Loading...
HomeMy WebLinkAbout2000-060 South 9th Street Subdivision Improvements Agreement with Durand's, Inc. 1 r,' ffilfSPNEWRONNWNWNEMANINEMWORNEVINNWSnigegMAIMIWOMFV.Z.Maitt ':VM-EiVAMM --,, City of Yakima • Engineering Division Office of Neighborhood Development S. 9th Street Subdivision Improvements City Project No. 1969 „,.. ,.. /.. ip.' vow • i .wito4petskuler ,,:iet*ft,o : ,,e, i i . . lity:: .:: ',- ,:::•r t.' .;,., At o' . ( fii .0 AT 0 i IOW It''' . 7 , : . ';',':' , •:, -, ,: , '' AO 1 0, eeXAS el ' 0 VrivA e ■ 101441.414:':•Y' :.':•:11ftee* ***tie e i ! e V lt* t .0.40014 .- :'..t. , t . .1.. , :f '.:';'':.:'''''t :'; :' 1 ° t.o.... *PO i d e , , stv, A' -0,104Astok:: I* "Xt* ',W. 0 4 0 1, Ve4* =4;;. *,, :',',44104,4,, '...:',''....:',:-'•' ::••-•..,--.':.' ',Me , 0 .''.. ' ° V 00 \ f ‘ t 1. 1,4 ';'," orqfttifitir"..• :''''t'...,.1:'t'.'tt t'. t ,,, 00 i f "t''. 4:*:: * ' -,:.; wog' 0 0 0 4.1.1054::: - --- *P 4.;#4.4.444:. 0 , AiSsit.641A • \- 4 4' 4 0.(L 116,,,i, 0 Trrl',.- \ \44 , ',.;;:,*4.41- 4 01:4.14 , Z4A4,We 777 . 1 440 ''''' piterefrVet:e4AW er , ' -.4. ellcmg-74,-.0. - ,.....,,. • Construction Contract Specifications & Bid Documents 129 North Second Street April, 2002 Phone (509) 575-6111 Yakima, WA 98901 Fax (509) 576-6305 RalaVifnige7=KZWS'aNESTFZETMRZRNSN'ZLgM5RR4RfeaSAREBRVgff'MSIE'feNURS / . . • . . , • , . . . • ® • — — BID SUMMARY Office of Neighborhood Development ENGINEERS DURAND'S, INC. SUPERIOR PAVING KEN'S CONST. COLUMBIA ASPHALT KEN LEINGANG TTC CONST. S. 9th St. Subdivision Improvements ESTIMATE MOXEE, WA. YAKIMA, WA. WAPATO, WA. YAKIMA, WA. EXCAV. YAKIMA, WA. YAKIMA, WA. . CITY PROJECT NO. 1969 ITEM _ Bid Security NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT ' SCHEDULE A - ROADWAY 1 SPILL PREVENTION PLAN 1 LS 1.000 00 1,000.0C 100 00 100 00 400 00 400 00 1.000 00 1.000 00 1 000 00 1 000 00 500 OC 500 00 500 OC 500.00 2 MOBILIZATION 1 _ LS 10,000 00 10.000 OC 0 00 0 00 9.800 00 9.800 00 6.000 00 6,000 00 9,000 00 9,000 00 15,000 OC 15 000 00 3,000 OC 3,000 00 3 MAINTENANCE AND PROTECTION OF TRAFFIC( Mm Bid $8.500) 1 LS 9,00000 9.000 OC 5 500 00 3 500 00 8,50000 850000 10 500 00 10,50000 8,50000 8.50000 8,500 OC 8.50000 11,500 OC 11,50000 4 TRAFFIC CONTROL SUPERVISOR 320 _ HR 3500 11,20000 1500 450000 100 32000 3500 11,20000 3400 10,88000 4000 12 800.00 31 SC 9.92000 5 CONSTRUCTION SIGNS CLASS 'A' 80 SF 1000 805 OC 100 4000 600 48000 600 48000 800 64000 700 56000 625 50000 6 ROADSIDE CLEANUP I FA 1,50000 1,50000 10000 1500 1.50000 1.50000 1,50000 1,50000 1 500 00 1,50000 150000 1,5000C, 1,50000 1,50000 7 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 10,00000_ 10.0000C 801150 80000 5,50000 5,50000 4 000 00 4,00000 1,00000 1,00000 3,5000C 3.50000 7,0000C 7.000.00 - 8 ROADWAY EXCAVATION INCL. HAUL 290 CY 1500 4,35000 753 2 18301 1400 4 060 00 1300 3,77000 2000 5 800 00 395C 11,31000 3100 8.99000 _ 9 SHORING OR EXTRA EXCAVATION CLASS B 70 LF 500 350 OC 050 3500 100 7000 100 7000 100 7000 05C 3500 1 OC 7000 10 CRUSHES SURFACING BASE COURSE 433 TON 1800 7.79400 17411 7 5601,8 1600 6.92800 1500 6 495 00 1500 6 495 00 1550 671150 1580 6 841 40 11 ASPHALT CONC PAVEMENT, CLASS'A' WITH PG64 -28 145 TON 50.00 7,250 00 45 00 o ba0 70 67 95 9 852 75 70 00 10,150 00 47 50 6 887 50 47 50 6 887 50 48 OC 6,96000 12 SOLID WALL PVC STORM SEWER PIPE, 12.IN SIAM 55 LF 3000 1,650 OC 15115 625 00 14 50 797 50 16 50 907 50 37 00 2,035 00 35 GC 1.925 00 3600 1 980.00 13 PRECAST CONC CATCH BASIN 30 -IN SIAM. 2 EA 1.400,00 2,800,0C '1000 140000. 75000 1 500 00 80000 1,60000 39000 78000 37500 75000 90000 1,80000 14 DRAINAGE RETENTION BASIN wl36 -IN DIAM. PERE PE PIPE 1 LS 10,00000 10,0000C 1445000 13 450 50 14 000 00 14 000 00 11,39000 11,39000 10.50000 10.50000 12000 SC 12,00000 1200000 12,00000 15 STRUCTURE EXCAVATION CLASS B INCL HAUL 35 CY 25 00 875 00 10 00 350 00 5 50 192 50 10 00 350 00 6 00 210 00 5 O0 175 00 10 OC 350 00 16 ORUSHED SURFACING TOP COURSE (For Trench 8ackhl0 50 TON 1800 90000 1000 500 C0 1150 57500 1500 75000 950 47500 900 45000 100C 50000 17 CEMENT CONC BARRIER CURB 8 GUTTER 655 LF 1000 6,550 OC 550 3 064 50 585 3,83175 775 5 076 25 600 3,93000 560 3,66800 6 5C 4 257 50 18 MONUMENT CASE AND COVER 2 EA 400 00 800 00 200 00 400 00 150 00 300 00 250 00 500 00 250 00 500 00 200 0C 400 00 200 00 400 00 19 CEMENT CONCRETE SIDEWALK -4 INCH THICK 495 SY 2000 9.90000 1550 7 572 50 2050 10 147 50 1765 8,73675 1525 7.54875 1600 7,92000 21 9C 10.84050 . 20 CEMENT CONCRETE SIDEWALK .6 INCH THICK 78 SY 2500 1,95000 1520 179760 2150 1 677 00 1850 1,44300 1900 1 482 00 1900 1,482 00 2785 2.17230 21 ILLUMINATION SYSTEM 1 __ LS 15,00000_ 15 000 00 13 300 00 12 600 66 13,20000 13.20000 14500 14500 15,00000 15 000 00 13 500 00 13.50000 14 000 00 14.00000 22 REPAIR OR REPLACEMENT 1 FA 5 000 00 5.00000 5000111 5 000 05 5,00000 5 000 00 5 000 00 5 000 00 5 000 00 5 000 00 50000C 5 000 00 5,000 5 000 00 TOTAL SCHEDULE A BID: 118,66900 80 298 48 98,632.00 91,063.50 99,233.25 114.574.00 110,081.70 - SCHEDULE B • UTILITIES _ 1 SPILL PREVENTION PLAN 1 LS 80000 80000 10000 1000: 10000 10000 1 000 00 1,00000 1 000 00 1,00000 100 SC 10000 500 SC 50000 2 MOBILIZATION 1 LS 5 000 00 5,00000 5 000 00 300000 3 000 00 3 000 00 4 000 00 4,00000 3,00000 3 000 00 3,000 SC 3.00000 5,00000 5,00000 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Mu Bid 53,000) 1 LS 3,20000 3 200 00 3 500 00 3 000 00 5,00000 5 000 00 5 000 00 5.00000 3,00000 3 000 00 3 000 OC 3,00000 5,000 OC 5 000 00 4 TRAFFIC CONTROL SUPERVISOR 40 HR 3500 1,40000 1500 50000 100 4000 3500 1 400 00 3400 1.36000 400C 1,60000 31 SC 1 240 00 5 CONSTRUCTION SIGNS CLASS 'A' 32 SF 1000 32000 100 2200 100 3200 600 19200 800 25600 7 OC 22400 1562 49984 6 SHORING OR EXTRA EXCAVATION CLASS 8 740 LF 5 00 3,700 OX 0 50 370 00 0 25 185 00 1 00 740 00 1 00 740 00 0 50 37000 1 OC 740 00 7 MANHOLE 48.IN SIAM 3 EA 2.500 00 7.500 00 1 950 00 5 550 00 1.250 00 3,750 00 2.500 00 7 500 00 850 00 2.550 00 800 00 2,400 00 1,600 00 4,800 00 8 CRUSHED SURFACING TOP COURSE (Ior Trench Backhll) 100 TON 1800 1.80000 1000 1 000 06 1150 1,15000 1500 1,50000 1000 1 000 00 900 90000 10OC 1 000 00 9 STRUCTURE EXCAVATION CLASS B INCL HAUL 510 CY 10 00 5,100,00 9 05 4 550 GC 1 25 637 50 10 00 5,100 00 5 50 2 805 00 5 OC 2,550 00 1 OC 51000 10 DUCTILE IRON PIPE FOR WATER MAIN 8 -IN DIAM 515 LF 3000 15,450,00 2563 1315505 2400 12.36000 2000 10.300 00 2500 12,875 00 23 OC 11 845 00 21 OC 10,815 00 11 GATE VALVE 8 -IN 1 EA 70000 70000 75000 7500E 75000 75000 1,05000 1 050 00 65000 65000 6000C 60000 90000 90000 CITY ENGINEERS REPORT - - -- CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON MAY 13, 2002. 0 ' - \ ` 1 ''1 1 1 ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE > • i . ` L'r Office of Neighborhood Development I RECOMMEND THE CONTRACT BE AWARDED TO: ; � '' ∎,, % — ) ...3„'',, AWARD MADE BY CITY MANAGER S. 9th St. Subdivision Improvements DURAND'S , INC. ~ 1 PROJECT NO. 1969 ' '•. 4. s DATE: MAY 13, 2002 • • r j - /�{ Zn0 "L ,./ 1 P c.., e, -- �� \Z \�� FILE: 1969 S 9th St Bid Sum pub • ', ' R P ORATE , = DATE CITY MANAGER DATE CITY ENGINEER - "\,,,,„ SHEET 1 of 2 BID SUMMARY Office of Neighborhood Development ENGINEERS ESTIMATE DURAND'S, INC. SUPERIOR PAVING KEN'S CONST. COLUMBIA ASPHALT KEN LEINGANG TTC CONST. S. 9th St. Subdivision Improvements MOXEE, WA. YAKIMA, WA WAPATO, WA. YAKIMA, WA. EXCAV., YAKIMA, WA. YAKIMA, WA. CITY PROJECT NO. 1969 ITEM Bid Security _ NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT CONTINUE SCHEDULE 8 . UTILITIES _ 12 HYDRANT ASSEMBLY 1 EA 2,10000 2,10000 2 100 00 2 100 00 1,57500 1 575 00 2.50000 2 500 00 2.31000 2,31000 2.00000 2,00000 2.200.00 220000 _ 13 PVC SANITARY SEWER PIPE 8 -I8. DIAM 210 LF 28 00 5.880 00 16 00 3 360 C0 26 50 5,565 00 16 00 3.360 00 33 00 6,930 0C 30 00 6,300 0C 27 00 5,670.00 14 PVC SANITARY SEWER PIPE 4-IN CM AM 40 LF 2500 1.00000 1000 400 00 850 34000 1000 40000 200 8000 100 4000 1600 64006 _ SUBTOTAL SCHEDULE 8: 53,950.00 38051 45 34,48450 44 042 00 3855600 34,92900 39,51484 STATE SALES TAX (7.9%4 4,262.05 3 006 06 2,724 28 3 479 32 3,045 92 2.759 3S 3,121.67 TOTAL SCHEDULE B BID: 58,212.05 41.057 51 37,208.78 47 521 32 41,601.92 37,688.36 42.636.51 SCHEDULE A & B TOTALS _ SCHEDULE A TOTAL: 118,669.00 9020848 98 632 00 91,06350 99 233 25 114.57400 110,08170 SCHEDULE B TOTAL: 58,212.05 41 057 51 37 208 78 47.521 32 41,601 92 37,688 30 42,636 51 TOTAL BID, Project 1969: 176,881.05 121,355.99 135,840.78 138,584.82 140,835.17 152,262.39 152,718.21 CITY ENGINEERS REPORT __ "' CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON MAY 13, 2002. - - 1 Y' Y.el '''1, ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. ".4 •.• • 4 Office of Neighborhood Development I RECOMMEND THE CONTRACT BE AWARDED TO: •• ' +,, 70 ' AWARD MADE BY CITY MANAGER S. 9th St. Subdivision Improvements DURAND'S, INC. r".' % PROJECT NO. 1969 '' ,, p * � • 4- s DATE: MAY 13 , 2002 S /y. 2 0 0 Z f 4) . b $ 8 ,_ ��� \J ��_ ��6� FILE: 1969 S 9th St Bid Sum.pub DATE CITY ENGINEER 1 ' . \ R pC•RATGTI DATE CITY MANAGER "' `~ SHEET 2 of 2 • 0 v 11",1 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 4 r 1, Engineering Division , , .� :.:::;' :. 129 North Second Street ,C) = !?<:: :: . i Yakima, Washington 98901 �. ` (509) 575 -6111 • Fax 576 -6305 11 ''1 , ' ONATEO ,,,,,t,_- May 16, 2002 Durand's, Inc. 5260 Highway 24 Moxee, Washington 98936 Re: O.N.D.S. S. 9 St. Subdivision Improvements City Project No. 1969 Dear Ms. Durand : The City Manager of the City of Yakima, has authorized an award of the contract for the above referenced project to your company on the basis of your low bid submitted on May 13, 2002 in the amount of $121,355.99. This letter is official notification of the award of the contract to your company by the City of Yakima. We have prepared four (4) copies of the Contracts for your signature and a copy of the Specification Document for your Surety. The documents are located in the Yakima City Clerk's office at City Hall. You have ten (10) days from this date to sign these documents and furnish the required Performance Bond and Certificate of Insurance. Your attention is directed to Section 1 -07.18 Public Liability and Property Damage Insurance (APWA only) of the APWA Supplement to the Standard Specifications for coverage limits, additional insurance requirements and special ACORD form wording. You will be notified of the date for the Pre - construction Conference. Please contact Jim Maine, Construction Supervisor, of our office within ten (10) days of this date to discuss various forms and documentation that must be completed and turned into him at the Pre - construction Conference. The Notice to Proceed will also be discussed at the Pre - construction Conference. Jim's office phone is 576 -6604 and his cellular phone is 961 -0056 For your information, we are enclosing a copy of the bid summary for this project. (4 Sincerely, K. Wendell Adams, P.E. City Engineer encl. cc: Glenn Rice, Assistant City Manager Jim Maine, Construction Engineer Al Rose, Project Engineer Wendy Leinan, Contract Specialist City Clerk Edna Pettyjohn Finance Bill Cobabe, Housing Mgr. Marvin Miller, Operations Supervisor File sistan trltd 1 111 3, 19'fl City Of Yakima Office of Neighborhood Development S. 9 Street Subdivision Improvements City Project No. 1969 AA .k w'AD,/ Q F WASgt i.�6 -0// I N 1 a c;, • •p zsai � . k f.7STERV �sS1ONAL ���1 EXPIRES 1 1 /17/2003 1 CONTENTS CITY OF YAKIMA Office of Neighborhood Development S. 9 Street Short Plat Improvements City Project No. 1969 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications 7 Amendments to the 2002 Standard Specifications 7 CONTRACT PROVISIONS Special Provisions 45 Project Description 45 1 -02 Bid Procedures and Conditions 46 MBE/WBE Form — 5/95 47 1 -03 Award and Execution of Contract 51 1 -04 Scope of Work 51 1 -05 Control of Work 51 1 -06 Control of Materials 51 1 -07 Legal Relations and Responsibilities to the Public 54 1 -08 Prosecution and Progress 70 1 -10 Temporary Traffic Control 72 2 -01 Clearing, Grubbing, and Roadside Cleanup 74 2 -02 Removal of Structures and Obstructions 74 2 -03 Roadway Excavation and Embankment 75 2 -07 Watering 75 2 -09 Structure Excavation 76 5 -04 Asphalt Concrete Pavement 77 7 -04 Storm Sewers 80 7 -05 Manholes, Inlets, Catch Basins, and Drywells 80 7 -08 General Pipe Installation Requirements 81 7 -09 Pipe and Fittings for Water Mains 82 7 -10 Trench Exc., Bedding, and Backfill for Water Mains 82 7 -11 Pipe Installation For Water Mains 83 7 -12 Valves For Water Mains 83 7 -14 Hydrants 84 7 -15 Service Connections 84 7 -17 Sanitary Sewers 85 8 -13 Monument Cases 86 8 -14 Cement Concrete Sidewalks 86 8 -20 Illumination, Traffic Signal Systems, and Electrical 86 8 -30 Repair or Replacement (New Section) 89 9 -03 Aggregates 90 9 -05 Drainage Structures, Culverts, and Conduits 90 9 -22 Monument Cases 90 9 -29 Illumination, signals, Electrical 90 9 -30 Water Distribution Materials 92 Contract Form 93 3 Performance Bond Form 95 Informational Certificate of Insurance 97 Informational Additional Insured Endorsement 99 Minimum Wage Affidavit Form 101 PREVAILING WAGE RATES Prevailing Wage Rates 103 Federal Wage Rates Attachment t PROPOSAL Proposal Form 105 Item Proposal Bid Sheet 107 Bid Bond Form 113 Non - Collusion Declaration 115 Non - Discrimination Provision 117 Subcontractor List 119 Women and Minority Business Enterprise Policy 121 Council Resolution 123 Affirmative Action Plan 125 Bidders Certification 127 Subcontractors Certification 129 Materially and Responsive 131 Proposal Signat Sheet 133 Bidders Check List 135 PLANS & DETAILS Project Details Standard Details Traffic Control Plan Construction Plans Separate 24" x 36" Drawings 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, 98901of Yakima, until 2:00 PM on May 13, 2002 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA Office of Neighborhood Development S. 9 Street Subdivision Improvements City Project No. 1969 This work shall consist of furnishing all labor, materials and equipment required to construct New Sanitary Sewer, Water Mains and Street Improvements within a New Short Subdivision prepared for the City of Yakima Office of Neighborhood Development in the vicinity of S. 9 Street and E. Arlington St. This will include removing approximately 200 feet of the existing roadway improvements such as curb and gutter, sidewalk, asphalt pavement, and installing new curb and gutter, sidewalk, asphalt concrete pavement and drainage facilities and a new illumination system in S. 9 Street including construction of a New Cul -de -Sac at the south end of the street. The project includes the installation of approximately 210 linear feet of new 8 -inch P.V.C. Sanitary sewer and appurtenances, and the installation of approximately 515 linear feet of 8 -inch D.I.P. Water Main and appurtenances. 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 upon payment of the amount of $35.00 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 May 1, 2002. The conference will feature project discussion, DBE Contractor participation, and the Affirmative Action Plan. The City reserves the right to reject any or all bids and proposals. DATED this 22 day of April, 2002 (SEAL) KAREN ROBERTS CITY CLERK PUBLISH April 23, 2002 April 24, 2002 5 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2002 Standard Specifications STANDARD SPECIFICATIONS The 2002 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, by this reference, are made a 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 2002 Standard Specifications 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 2002 Standard Specifications for Road, Bridge, and Municipal Construction (English). AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1 -04, SCOPE OF THE WORK January 7, 2002 1 -04.7 Differing Site Conditions (Changed Conditions) This section is revised to read: During the progress of the work, if preexisting subsurface or latent physical conditions are encountered at the site, differing materially from those indicated in the contract, or if preexisting unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing site conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions and if he /she determines that the conditions materially differ and cause an increase or decrease in the 7 cost or time required for the performance of any work under the contract, an adjustment, excluding loss of anticipated profits, will be made and the contract modified in writing accordingly. The Engineer will notify the Contractor of his /her determination whether or not an adjustment of the contract is warranted. No contract adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. The equitable adjustment will be by agreement with the Contractor. However, if the parties are unable to agree, the Engineer will determine the amount of the equitable adjustment in accordance with Section 1 -09.4. Extensions of time will be evaluated in accordance with Section 1 -08.8. If the Engineer determines that different site conditions do not exist and no adjustment in costs or time is warranted, such determination shall be final as provided in Section 1 -05.1. If there is a decrease in the costs or time required to perform the work, failure of the Contractor to notify the Engineer of the differing site conditions shall not affect the Contracting Agency's right to make an adjustment in the costs or time. No claim by the Contractor shall be allowed unless the Contractor has followed the procedures provided in Section 1 -04.5 and 1- 09.11. SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC January 7, 2002 1 -07.15 Temporary Water Pollution /Erosion Control This section is supplemented with the following: 1 07.15(1) Spill Prevention, Control and Countermeasures Plan The Contractor shall prepare a project specific spill prevention, control and countermeasures /CD(-C`1 nhn +n hn lend fnr +ho r6 ir, +inn of +ho nrnion+ Tho nhn eh .,ll ho ihn,i +4i1 +n 4hn w vv� t.014.411 w vv u.a...I... 1v1 a ry M.1 uuvr I vI aI w !al vwvL. I 1 w rIw i .1 iau va. Jl.IJ11 IILLUCI w .1. Engineer prior to the commencement of any on site construction activities. The Contractor shall maintain a copy of the plan at the work site, including any necessary updates as the work progresses. If hazardous materials are encountered during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can In be taken. material, . Hazardous ater iai, as referred to within i this specification, 1, is defined f R ed ii 1 C V1% 70.105.010 under "Hazardous Substances ". Occupational safety and health requirements that pertain to SPCC planning are contained in WAC 296 -155 and WAC 296 -62. The SPCC plan shall address the following project- specific information: 1. SPCC Plan Elements A. Site Information Identify general site information useful in construction planning, recognizing potential sources of spills, and identifying personnel responsible for managing and implementing the plan. B. Project Site Description Identify staging, storage, maintenance, and refueling areas and their • relationship to drainage pathways, waterways, and other sensitive areas. Specifically address: • the Contractor's equipment maintenance, refueling, and cleaning activities. 8 • • the Contractor's on site storage areas for hazardous materials. C. Spill Prevention and Containment Identify spill prevention and containment methods to be used at each of the locations identified in B., above. D. Spill Response Outline spill response procedures including assessment of the hazard, securing spill response and personal protective equipment, containing and eliminating the spill source, and mitigation, removal and disposal of the material. E. Standby, On -Site, Material and Equipment The plan shall identify the equipment and materials the Contractor will maintain on site to carry out the preventive and responsive measures for the items listed. F. Reporting The plan shall list all federal, state and local agency telephone numbers the Contractor must notify in the event of a spill. G. Program Management Identify site security measures, inspection procedures and personnel training procedures as they relate to spill prevention, containment, response, management and cleanup. H. Preexisting Contamination If preexisting contamination in the project area is described elsewhere in the plans or specifications, the SPCC plan shall indicate measures the Contractor will take to conduct work without allowing release or further spreading of the materials. 2. Attachments A. Site plan showing the locations identified in (1. B. and 1. C.) noted previously. B. Spill and Incident Report Forms, if any, that the Contractor will be using. Implementation Requirements As described elsewhere in the special provisions, the Contractor shall be prepared and shall carry out the SPCC plan in the event of a hazardous spill within the project limits. Payment The lump sum contract price for the "SPCC Plan" shall be full pay for: 1. All costs associated with creating the SPCC plan. 2. All costs associated with providing and maintaining on site standby materials and equipment described in the SPCC plan. As to other costs associated with spills the contractor may request payment as provided for in the Contract. No payment shall be made if the spill was caused by or resulted from the Contractor's operations, negligence or omissions. . 9 SECTION 1 -09, MEASUREMENT AND PAYMENT April 1, 2002 1 -09.6 Force Account On page 1 -86, under "For Labor ", the fourth and fifth sentences in the second paragraph are deleted. On page 1 -86, under "For Labor ", the fifth paragraph is revised to read: In addition to compensation for direct labor costs defined above, the Contracting Agency will pay the Contractor 29 percent of the sum of the costs calculated for labor reimbursement to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. This amount will include any costs of safety training and health tests, but will not include such costs for unique force account work that is different from typical work and which could not have been anticipated at the time of bid. On page 1 -87, under "For Equipment ", the third paragraph is supplemented with the following: In the event that prior quotations are not obtained and the vendor is not a firm independent from the Contractor or subcontractor, then after - the -fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of the submitted invoice. On page 1 -88, under "For Services ", the first paragraph is supplemented with the following: in the event that prior quotations are not obtained and the service invoice is submitted by a subcontractor, then after - the -fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of the submitted invoice. SECTION 1 -10, TEMPORARY TRAFFIC CONTROL Inwllar.17 9nn9 VQ1 14M1 y I , L01.16 1- 10.2(1) General This section is revised to read: it is the Contractor's responsibility to plan, conduct and safely perform the work. The Contractor shall designate an individual or individuals to perform the duties of Traffic Control Manager (TCM). The TCM must be an employee of the Contractor. The duties of the TCM may not be subcontracted. The Contractor shall also designate an individual or individuals to perform the duties of the Traffic Control Supervisor (TCS). The TCS shall be responsible for safe implementation of approved Traffic Control Plans provided by the TCM. The TCM and TCS shall be certified as worksite traffic control supervisors by one of the organizations listed in the Special Provisions. A TCM and TCS are required on all projects that have traffic control. The TCM may also perform the duties of the TCS. The Contractor shall identify an alternate TCM and TCS who can assume the duties of the assigned or primary TCM and TCS in the event of that person's inability to perform. Such alternates shall meet the same requirements as the primary TCM and TCS. The Contractor shall maintain 24 -hour telephone numbers at which the TCM and TCS can be contacted and be available upon the Engineer's request at other than normal working hours. The TCM and TCS shall have the appropriate personnel, equipment, and material available at all times in order to expeditiously correct any deficiency in the traffic control system. 10 1- 10.2(1)A Traffic Control Manager This section is revised to read: The duties of the Traffic Control Manager (TCM) shall include: 1. Overseeing and approving the actions of the Traffic Control Supervisor (TCS) to ensure that proper safety and traffic control measures are implemented and consistent with the specific requirements created by the Contractor's workzones and the Contract. 2. Providing the Contractor's designated TCS with approved Traffic Control Plans (TCP's) which are compatible with the work operations and traffic control for which they will be implemented. 3. Discussing proposed traffic control measures and coordinating implementation of the Contractor - adopted traffic control plan(s) with the Engineer. 4. Coordinating all traffic control operations, including those of subcontractors, suppliers, and any adjacent construction or maintenance operations. 5. Coordinating the project's activities (such as ramp closures, road closures, and lane closures) with appropriate police, fire control agencies, city or county engineering, medical emergency agencies, school districts, and transit companies. 6. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. 7. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington and applicable standards and specifications available at all times on the project. 8. Attending all project meetings where traffic management is discussed. 9 Reviewing the TCS diaries daily and being aware of "field" traffic control operations. 10. Assuring daily submissions of previous day's TCS diaries, indicating date of TCM review, to WSDOT TCS. 11, Being present on -site a sufficient amount of time to adequately accomplish the above - listed duties. 1- 10.2(1)B Traffic Control Supervisor This section is revised to read: A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required or less frequently, as approved by the Engineer. The TCS shall personally perform all the duties of the TCS. During non -work periods, the TCS shall be available to the job site within a 45- minute time period after notification by the Engineer. The TCS's duties shall include: 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, message, cleanliness, and effect on the traveling public. Traffic control 11 devices shall be inspected each work shift except that Class A signs and nighttime lighting need to be checked only once a week. Traffic control devices left in place for 24 hours or more should also be inspected once during the nonworking hours when they are initially set up (during daylight or darkness, whichever is opposite of the working hours). 2. Preparing a daily traffic control diary on DOT Forms 421 -040A and 421-040B, which shall be submitted to the Engineer no later than the end of the next working day to become a part of the project records. The Contractor may use their own form if it is approved by the Engineer. Include in the diary such items as: a. When signs and traffic control devices are installed and removed, b. Location and condition of signs and traffic control devices, c. Revisions to the approved traffic control plan (TCP), d. Lighting utilized at night, and e. Observations of traffic conditions. 3. Ensuring that corrections are made if traffic control devices are not functioning as required. The TCS may make minor revisions to the approved traffic control plan to accommodate site conditions as lona as the original intent of the traffic control plan is maintained and the revision has concurrence of the TCM and /or WSDOT TCS. 4. Attending traffic control coordinating meetings or coordination activities as authorized by the Engineer. 5. Ensuring that all needed traffic control devices are available and in good working condition prior to the need to install those devices. 6. Having a current set of approved TCP's and applicable contract provisions as provided by the TCM and the latest adopted edition of the MUTCD including the Modifications Streets t th MUTCD f Str an d Hi g h ways f th St o f W as hi ng t on I YIV411It.rq IIVIIJ lV the MUTCD V✓ IVI VIIGGW g1IV Highways IVV q�/J IVI the State of Washington and applicable standards and specifications. The TCS may perform the work described by "Traffic Control Labor" as long as the duties of the TCS are accomplished. Possession of a current flagging card by the TCS is mandatory. A reflective vest and a hard hat shall be worn by the TCS. 1 10.2(2) Traffic Control Plans • This section including title is revised to read: 1 10.2(2) Traffic Control Plans (TCP's) The traffic control plan or plans appearing in the contract plans show a method of handling traffic. All flaggers are to be shown on the traffic control plan except for emergency situations. The Contractor shall designate and adopt in writing the specific traffic control plan or plans required for their method of performing the work. If the Contractor's methods differ from the contract traffic control plan(s), the Contractor shall propose modification of the traffic control plan(s) by showing the necessary construction signs, flaggers, and other traffic control devices required for the project. The Contractor's modified traffic control plan(s) shall be in accordance with the established standards for plan development as shown in the MUTCD, Part VI. The Contractor's letter designating and adopting the specific traffic control plan(s) or any proposed modified plan(s) shall be submitted to the Engineer for approval at least ten calendar days in advance of the time the signs and other traffic control devices will be required. The Contractor shall be solely responsible for providing copies of the approved Traffic Control Plans to the Traffic Control Supervisor. 12 SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT January 7, 2002 2- 03.3(14)D Compaction and Moisture Control Tests The second paragraph is revised to read: In place density will be determined using Test Methods WSDOT FOP for AASHTO T 310 and WSDOT SOP for T 615. SECTION 5 -04, ASPHALT CONCRETE PAVEMENT April 1, 2002 5- 04.3(19) Sealing of Driving Surfaces This section including title is revised to read: 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 -1h 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). 5 -04.4 Measurement The following paragraph is added after the third paragraph: Asphalt for fog seal will be measured by the ton, before dilution, in accordance with Section 1 -09. The fourth paragraph is deleted. 5 -04.5 Payment The following paragraph is added after the sixth paragraph: "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 specified. The following is inserted after the tenth paragraph: All costs for asphalt for tack coat shall be included in the unit contract price per ton of the asphalt concrete pavement. SECTION 5 -05, CEMENT CONCRETE PAVEMENT April 1, 2002 5- 05.3(1) Concrete Mix Design for Paving Number 2 in this section is revised to read: 2. Submittals. The Contractor's submittal shall include the mix proportions per cubic yard and the proposed sources for all ingredients including the power plant that generated the fly ash. The mix shall be capable of providing a minimum flexural strength of 650 psi at 14 days. Evaluation of strength shall be based on statistically analyzed results of 5 beam specimens made according to WSDOT T 808 and tested according to WSDOT T 802 that demonstrate a quality level of not less than 80 percent analyzed in 13 accordance with Section 1- 06.2(2)D. In addition the Contractor shall fabricate, cure, and test 5 sets of cylinders, for evaluation of both 14 and 28 day strengths, according to WSDOT FOP's for AASHTO T 22 and AASHTO T 23 using the same mix design as used in fabrication of the beams. Compressive strength data (for both 14 and 28 day strength) shall be submitted to the engineer for use in determination of a conversion factor of flexural strength to compressive strength, which will be used by the Engineer for strength acceptance testing. Mix designs submitted by the Contractor shall provide a unique identification for each • proposal and shall include test data confirming that concrete made in accordance with the proposed design will meet the requirements of these Specifications. Test data shall be from an independent testing lab or from a commercial concrete producer's lab. If the test data is developed at a producer's lab, the Engineer or a representative may witness all testing. The second paragraph under number 3 in this section is supplemented with the following: Only non - chloride accelerating admixtures that meet the requirements of Section 3 -23.6 Admixture for Concrete, shall be used. SECTION 6 -02, CONCRETE STRUCTURES April 1, 2002 6- 02,3(2)A Contractor Mix Design The last sentence of the first paragraph is revised to read: All other concrete mix designs except those for lean concrete and commercial concrete shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete. 6- 02.3(2)B Commercial Concrete This section is revised to read as follows: Commercial concrete shall have a minimum compressive strength at 28 days of 3000 psi in accordance with AASHTO T 22. Commercial concrete placed above the finished ground line shall be air entrained and have an air content from 4.5 percent to 7.5 percent per AASHTO T 152. Commercial concrete does not require plant approval, mix design, or source approvals for cement, aggregate, and other admixtures. Where concrete Class 3000 is specified for nonstructural items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, luminaire bases, pedestals, cabinet bases, guardrail anchors, sign post foundations, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete and shall be air entrained. Commercial concrete shall not be used for structural items such as, bridges, retaining walls, box culverts, or foundations for high mast luminaires, mast arm traffic signals, cantilever signs, and sign bridges. The Engineer may approve other nonstructural items not listed for use as commercial concrete. 6- 02.3(6)A Weather and Temperature Limits to Protect Concrete The section "Cold Weather Protection" is revised to read: The Contractor shall provide a written procedure for cold weather concreting to the Engineer for review and approval. The procedure shall detail how the Contractor will prevent the concrete temperature from falling below 50° F. Permission given by the Engineer to place concrete during cold weather will in no way ensure acceptance of the work by the Contracting Agency. Should the concrete placed under such conditions prove unsatisfactory 14 in any way, the Engineer shall still have the right to reject the work although the plan and the work were carried out with his permission. The Contractor shall provide and maintain a recording thermometer on the concrete surface at a location specified by the Engineer. During freezing or near - freezing weather, data from this thermometer shall be readily available to the Engineer. The Contractor shall not mix nor place concrete while the air temperature is below 35° F, unless the water or aggregates (or both) are heated to at least 70° F. The aggregate shall not exceed 150° F. If the water is heated to more than 150° F, it shall be mixed with the aggregates before the cement is added. Any equipment and methods shall heat the materials evenly. The Contractor may warm stockpiled aggregates with dry heat or steam, but not by applying flame directly or under sheet metal. If the aggregates are in bins, steam or water coils or other heating methods may be used if aggregate quality is not affected. Live steam heating is not permitted on or through aggregates in bins. If using dry heat, the Contractor shall increase mixing time enough to permit the super -dry aggregates to absorb moisture. Any concrete placed in air temperatures below 35° F shall be immediately enclosed. Air temperature within the enclosure shall be maintained such that the concrete surface temperature stays between 50° F and 90° F, and the relative humidity shall be above 80 percent. These conditions shall be maintained for a minimum of seven days or for the cure period required by Section 6- 02.3(11), whichever is longer. If artificial heat is used to maintain the temperature inside the enclosure, moisture shall be added to the enclosure to maintain the humidity as stated above. The Contractor shall stop adding moisture 24 hours before removing the heat. Extra protection shall be provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). If weather forecasts predict air temperatures below 35° F during the seven days just after the concrete placement, the Contractor may place the concrete only if his approved cold weather concreting plan is implemented. In addition, if air temperatures fall below 35 °F within 7 days after placement of concrete, the Contractor shall implement his approved cold weather concreting plan. 6- 02.3(14)B Class 2 Surface Finish The first sentence of the first paragraph is revised to read: The Contractor shall apply a Class 2 finish to all above - ground surfaces not receiving a Class 1 finish as specified above unless otherwise indicated in the Contract. 6- 02.3(17)J Face Lumber, Studs, Wales, and Metal Forms On page 6 -60, the paragraph beginning with "All corners shall be beveled... etc." is revised to read: All corners shall be beveled 3/4 inch. However, footings, footing pedestals, and seals need not be beveled unless required in the Plans. 6- 02.3(26)H Grouting The sixth paragraph is revised to read: The Contractor shall proportion the mix to produce a grout with a flow of 11 to 20 seconds as determined by ASTM C 939, Flow of Grout for Preplaced Aggregate Concrete (Flow Cone Method). The grout ejected from the end vent shall have a minimum flow of 11 seconds. 15 SECTION 6 -05, PILING January 7, 2002 6- 05.3(9)A Pile Driving Equipment Approval The fourth sentence in the second paragraph is revised to read: The wave equation analysis shall verify that the pile driving system proposed does not produce stresses greater than 50,000 psi or 90 percent of the yield stress whichever is less, for steel piles, or steel casings for cast -in -place concrete piles. SECTION 6 -07, PAINTING April 1, 2002 6- 07.3(1) Painting New Steel Structures Method B for "Primer Coat" is revised to read: Inorganic zinc or A -11 -99 shop applied 6- 07.3(1)A Preparation for Shop Coating The first and second paragraphs are revised to read: A roughened surface profile shall be provided by an abrasive blasting procedure as approved by the Engineer. The profile shall be one mil minimum or per the paint manufacturer's recommendation, whichever is greater. The steel surfaces shall be cleaned to a near white condition as per SSPC -SP10. After being thoroughly cleaned by abrasive blasting as specified above, all structural steel shall be primed within the same working day on which abrasive blasting takes place, and before any rust forms, by spraying with a full coat of inorganic zinc silicate paint. The Contractor shall not begin painting until receiving the Engineer's approval of the prepared surface. High strength field bolts need not be painted before erection. 6- 07.3(4) Painting Galvanized Surfaces This section is revised to read: All galvanized surfaces specified to be painted shall be prepared for painting in accordance with the ASTM D 2092. The method of preparation shall be as agreed upon by the paint manufacturer and the galvanizer. The Contractor shall not begin painting until receiving the Engineer's approval of the prepared galvanized surface. Environmental Conditions Steel surfaces shall be: • Greater than 35 °F and o Less than 115 °F or per the manufacturer's recommendations, whichever is more stringent. The Contractor shall paint the dry surface as follows: Paint Formulas Type First Coat MIL -P -24441 Epoxy polyamide Second Coat C -11 -99 Moisture Cured Aliphatic Polyurethane Each coat shall be dry before the next coat is applied. All coats applied in the shop shall be dried hard before shipment. 16 SECTION 6 -09, VACANT January 7, 2002 This section including title is revised to read: 6-09 MODIFIED CONCRETE OVERLAYS 6 -09.1 Description This work shall consist of scarifying concrete bridge decks, preparing and repairing bridge deck surfaces designated and marked for further deck preparation, and placing, finishing, and curing modified concrete overlays. 6 -09.2 Materials Materials shall meet the requirements of the following Sections: Portland Cement 9- 01.2(1) Fine Aggregate 9- 03.1(2)B Coarse Aggregate 9- 03.1(4)C Burlap Cloth 9 -23.5 Admixtures 9 -23.6 Fly Ash 9-23.9 Water 9 -25.1 Portland cement shall be either Type I or Type II. Type Ill portland cement will not be • allowed. Fine aggregate shall be Class 1. Coarse aggregate shall be AASHTO grading No. 7 or No. 8. Fly ash shall be Class F only. Microsilica admixture shall conform to AASHTO M 307, and shall be either a dry powder or a slurry admixture. Microsilica will be accepted based on submittal to the Engineer of a Manufacturer's Certificate of Compliance conforming to Section 1 -06.3. If the microsilica is a slurry admixture, the microsilica content of the slurry shall be certified as a percent by mass. Latex admixture shall be a non - toxic, film- forming, polymeric emulsion in water to which all stabilizers have been added at the point of manufacture. The latex admixture shall be homogeneous and uniform in composition, and shall conform to the following: Polymer Type Styrene Butadiene Stabilizers: Latex Non -ionic surfactants Portland Cement Polydimethyl siloxane Percent Solids 46.0 to 49.0 Weight per Gallon 8.4 pounds at 77F Color White PH (as shipped) 9 minimum Freeze/Thaw Stability 5 cycles (5F to 77F) Shelf Life 2 years minimum Latex admixture will be accepted based on submittal to the Engineer of a Manufacturer's Certificate of Compliance conforming to Section 1 -06.3. High Molecular Weight Methacrylate (HMWM) resin for crack and joint sealing shall conform to the following: 17 Viscosity <25 cps (Brookfield RVT with UL adaptor, 50 rpm at 77F)... California Test 434 Density 8.5 to 8.8 pounds per gallon at 77F... ASTM D 2849 Flash Point >200F, PMCC (Pinsky - Martens CC) Vapor Pressure <0.04 inches Hg at 77F, ASTM D 323 Tg (DSC) >136F, ASTM D 3416 Gel Time 60 minutes minimum The promoter /initiator system for the methacrylate resin shall consist of a metal drier and peroxide. Sand for abrasive finish shall be crushed sand, oven dried, and stored in moisture proof bags. The sand shall conform to the following gradation: • Sieve Size Percent Passing Minimum Maximum U.S. No. 6 100 i I c No. nn n� enn All percentages are by weight. 6 -09.3 Construction Requirements 6- 09.3(1) Equipment 6- 09.3(1)A Power Driven Hand Tools Power driven hand tools may be used for concrete scarification in areas not accessible to scarification machines, and for further deck preparation work, except for the following: 1. Jack hammers more forceful than the nominal 30 -pound class. 2. Chipping hammers more forceful than the nominal 15 -pound class. The power driven hand tools shall be operated at angles less than 45 degrees as measured from the surface of the deck to the tool. 6- 09.3(1)B Rotary Milling Machines Rotary milling machines shall he capable of scarifying a minimum width of four feet per onss. The machines shall conform to Section 1 -07.7. Machines known to meet these specifications will be specified in the Special Provisions. 6- 09.3(1)C Hydro - Demolition Machines Hydro - demolition machines shall consist of filtering and pumping units operating in conjunction with a remote - controlled robotic device. Hydro - demolition machines shall scarify a minimum width of four feet per pass, using high velocity water jets to remove 1/2 inch of sound concrete with the simultaneous removal of all deteriorated concrete. Hydro- demolition machines shall also clean any exposed reinforcing steel of all rust and corrosion products. • Possible sources of machines known to meet these specifications will be specified in the Special Provisions. 6- 09.3(1)D Shot Blasting Machines Shot blasting machines shall consist of a self contained mobile unit capable of scarifying a • minimum width of six feet per pass, using steel abrasive to remove 1/2 inch of sound concrete. The shot blasting machine shall vacuum and store all material removed from the scarified concrete surface into a self contained unit. 18 • Possible sources of machines known to meet these specifications will be specified in the Special Provisions. 6- 09.3(1)E Air Compressor Air compressors shall be equipped with oil traps to eliminate oil from being blown onto the roadway deck during sandblasting and air - cleaning. 6- 09.3(1)F Vacuum Machine Vacuum machines shall be capable of collecting all dust, concrete chips, free standing water and other debris encountered while cleaning during deck preparation. The machines shall be equipped with collection systems that allow the machines to be operated in air pollution sensitive areas and shall be equipped to not contaminate the deck during final preparation for concrete placement. 6- 09.3(1)G Water Spraying System The water spraying system shall include a portable high pressure sprayer with a separate water supply of potable water. The sprayer shall be readily available to all parts of the deck being overlaid and shall be able to discharge water in a fine mist to prevent accumulation of free water on the deck. Sufficient water shall be available to thoroughly soak the deck being overlaid and to keep the deck wet prior to concrete placement. The Contractor shall certify that the water spraying system meets the following requirements: Pressure 2,200 psi minimum Flow Rate 4.5 gpm minimum Fan Tip 15° to 25° Range 6 -09.3(1)H Mobile Mixer for Latex Modified Concrete Proportioning and mixing shall be accomplished in self- contained, self - propelled, continuous- mixing units conforming to the following requirements: 1. The mixer shall be equipped so that it can be grounded. 2. The mixer shall be equipped to provide positive measurement of the portland cement being introduced into the mix. An approved recording meter, visible at all times and equipped with a ticket print -out, shall be used. 3. The mixer shall be equipped to provide positive control of the flow of water and latex admixture into the mixing chamber. Water flow shall be indicated by an approved flow meter with a minimum readability of one -half gallon per minute, accurate to 1 percent. The water system shall have a bypass valve capable of completely diverting the flow of water. Latex flow shall also be indicated by an approved flow meter with a minimum readability of two gallons per minute, accurate to 1 percent. The latex system shall be equipped with a bypass valve suitable for obtaining a calibrated sample of admixture. 4. The mixer shall be equipped to be calibrated to automatically proportion and blend all components of the specified mix on a continuous or intermittent basis as required by the finishing operation, and shall discharge mixed material through a conventional chute directly in front of the finishing machine. Inspection of each mobile mixer shall be done by the Contractor in the presence of the Engineer and in accordance with the following requirements: 19 1. Check the manufacturer's inspection plate or mix setting chart for the serial number, the proper operating revolutions per minute (rpm), and the approximate number of counts on the cement meter to deliver 94 pounds of cement. 2. Make a general inspection of the mobile mixer to ensure cleanliness and good maintenance practices. 3. Check to see that the aggregate bins are empty and clean and that the bin vibrators work. 4. Verify that the cement aeration system operates, that the vent is open, and that the mixer is equipped with a grounding strap. Check the cement meter feeder to ensure that all fins and pockets are clean and free from accumulated cement. If the operator cannot demonstrate, through visual inspection, that the cement meter feeder is clean, all cement shall be removed from the bin and the cement meter feeder inspected. The aeration system shall be equipped with a gauge or indicator to verify that the system is operating. 5. Verify that the main belt is clean and free of any accumulated material. 6. Check the latex strainer to ensure cleanliness. The initial calibration shall consist of the following items: 1. Cement Meter a. Refer to the truck manufacturer's mix setting chart to determine the specified operating rpm and the approximate number of counts required on the cement meter to deliver 94 pounds of cement. b. Place at least 40 bags (about 4,000 pounds) of cement in the cement bin. r Be s the mixer is re o n a level s d. Be sure the mixer is grounded. e. Adjust the engine throttle to obtain the specified rpm. Operate the unit, discharging cement until the belt has made one complete revolution. Stop • the belt. Reset the cement meter to zero. Position a suitable container to catch the cement and discharge approximately one bag of cement. With a stop watch, measure the time required to discharge the cement. Record the number of counts on the cement meter and determine the weight of the cement in the container. Repeat the process of discharging approximately one bag of cement until six runs have been made. Reset the cement meter to zero for each run. Example: Run Cement Weight of Time In No. Counts Cement Seconds 1 66 95 31 2 68 96 31.2 3 67 95.5 31.0 4 66 95 29.8 5 67 95.25 30.5 6 66 95 30.8 20 TOTAL 400 571.75 184.3 Pounds of cement per count on cement meter: Weight of Cement = 571.75 = 1.43 LB. No. of Counts 400 Count Counts per bag (94 pounds): 94 = 65.7 Counts 1.43 Bag Pounds of cement discharged per second: Weight of Cement = 571.75 = 3.10 LB. Time in Seconds 184.3 SEC. Required time to discharge one bag: Time = 94 = 30.32 SEC. 3.10 Bag 2. Latex Throttling Valve a. Check to be sure that the latex strainer is unobstructed. b. The latex throttling valve shall be adjusted to deliver 3.5 gallons of latex (29.4 pounds) for each bag of cement. From the above calculation 30.32 seconds are required to deliver one bag of cement. c. With the unit operating at the specified rpm, discharge latex into a container for 30.3 seconds and determine the weight of latex. Continue adjusting the valve until 29.4 to 29.5 pounds of latex is discharged in 30.3 seconds. Verify the accuracy of this valve setting three times. 3. Water Flow Meter a. Set the water flow meter by adjusting it to flow at one -half gallon per minute. b. Collect and weigh the water discharged during a one minute interval with the equipment operating at the specified rpm. Divide the weight of water by 8.34 to determine the number of gallons. c. Repeat Items a. and b., above, with the flow meter adjusted to one and one - half gallons per minute. 4. Aggregate Bin Gates a. Set the gate openings to provide the amount of aggregate required to produce concrete having the specified proportions. b. Discharge a representative sample of the aggregates through the gates and separate on the U.S. No. 4 sieve. Aggregates shall meet the requirements for proportions in accordance with Section 6- 09.3(3)E. c. Adjust the gate openings if necessary to provide the proper ratio of fine aggregate to total aggregate. 5. Production of Trial Mix 21 Each mobile mixer shall be operated to produce at least 1/2 cubic yard of concrete, which shall be in compliance with these specifications, prior to acceptance of the mobile mixer for job use. The Engineer will perform yield, slump, and air tests on the concrete produced by each mixer. Calibration of each mobile mixer shall be done by the Contractor in the presence of the Engineer. A complete calibration is required on each mixer on each concrete placement unless, after the initial calibration, the personnel having the responsibility of mixer calibration on subsequent concrete placement were present during the initial calibration of the mixer and during the concrete placement operations and are able to verify the dial settings of the initial calibration and concrete placement. If these criteria are met, a complete calibration need not be repeated provided that a single trial run verifies the previous settings of the cement meter, latex throttling valve, water flow meter, and aggregate gradations, and that the mixer has not left the project and the Engineer is satisfied that a complete calibration is not needed. 6- 09.3(1)1 Ready Mix Trucks for Fly Ash Modified and Microaiiica Modified Concrete Ready mix trucks shall conform to Section 6- 02.3(4)A. 6- 09.3(1)J Finishing Machine The finishing machine shall meet the requirements of Section 6- 02.3(10) and the following requirements: The finishing machine shall be equipped with a rotating cylindrical double drum screed not exceeding 60 inches in length preceded by a vibrating pan. The vibrating pan shall be constructed of metal and be of sufficient length and width to properly consolidate the mixture. The vibrating frequency of the vibrating pan shall be variable with positive control between 3,000 and 6,000 rpm. A machine with a vibrating pan as an integral part may be proposed and will be considered for approval by the Engineer. Other finishing machines will be allowed subject to approval of the Engineer. 6- 09.3(2) Submittals The Contractor shall submit the following items to the Engineer for approval in accordance with Section 6 -01.9: '1. TL.. 1...... L (rotary milling, d� •:..- Lod 1 L:.--.\ selected L. � � I! Hype o. � i aching �roLary mi,ung, hyuro-ut moliuvI �, or shot blasting) se�C�Leu by the Contractor for use in this project to scarify concrete surfaces. 2. The axle loads and axle spacing of the rotary milling machine (if used). 3. The Runoff Water Disposal Plan (if a hydro - demolition machine is used). The Runoff Water Disposal Plan shall describe all provisions for the containment, collection, filtering, and disposal of all runoff water and associated contaminants generated by the hydro - demolition process. 4. The method and materials used to contain, collect, and dispose of all concrete debris generated by the scarifying process, including provisions for protecting adjacent traffic from flying debris. 5. The mix design for concrete Class M, and either fly ash modified concrete, microsilica modified concrete, or latex modified concrete, as selected by the Contractor for use in this project in accordance with Section 6- 09.3(3). 6. Samples of the latex admixture and the portland cement for testing and • compatibility (if latex modified concrete is used). 22 7. Details of the screed rail support system, including details of anchoring the rails and providing rail continuity. The Contractor shall not begin scarifying operations until receiving the Engineer's approval of Items 1 through 4 as applicable for the Contractor's scarifying method. The Contractor shall not begin placing modified concrete overlay until receiving the Engineer's approval of Items 5 through 7 as applicable for the Contractor's selected type of modified concrete. 6- 09.3(3) Concrete Overlay Mixes 6- 09.3(3)A General For fly ash, microsilica, and latex modified concrete, the Contractor shall adjust the slump to accommodate the gradient of the bridge deck, subject to the maximum slump specified. For fly ash and microsilica modified concrete, the maximum water /cement ratio shall be calculated using all of the available mix water, including the free water in both the coarse and fine aggregate, and in the microsilica slurry if a slurry is used. For fly ash and microsilica modified concrete, all water reducing and air entraining admixtures, and superplasticizers, shall be used in accordance with the fly ash supplier's and microsilica admixture supplier's recommendations, respectively, and as approved by the Engineer. 6- 09.3(3)B Concrete Class M Concrete Class M for further deck preparation patching concrete shall be proportioned in accordance with the following mix design: Portland Cement 705 pounds Fine Aggregate 1,280 pounds Coarse Aggregate 1,650 pounds Water /Cement Ratio 0.37 maximum Air (± 1 -1/2 percent) 6 percent Slump (± 1 inch) 5 inches The use of a water- reducing admixture conforming to AASHTO M 194 Type A will be required to produce patching concrete with the desired slump, and shall be used in accordance with the admixture manufacturer's recommendations. Air entraining admixtures shall conform to AASHTO M 154 and shall be used in accordance with the admixture manufacturer's recommendations. The use of accelerating admixtures or other types of admixtures is not allowed. 6- 09.3(3)C Fly Ash Modified Concrete Fly ash modified concrete shall be a workable mix, uniform in composition and consistency. Mix proportions per cubic yard shall be as follows: Portland Cement 611 pounds Fly Ash 275 pounds Fine Aggregate 38 percent of total aggregate Coarse Aggregate 62 percent of total aggregate Water /Cement Ratio 0.30 maximum Air (± 1 -1/2 percent) 6 percent Slump 7 inches maximum 6- 09.3(3)D Microsilica Modified Concrete Microsilica modified concrete shall be a workable mix, uniform in composition and consistency. Mix proportions per cubic yard shall be as follows: 23 Portland Cement 658 pounds Microsilica Fume 52 pounds Fine Aggregate 1,515 pounds Coarse Aggregate 1,515 pounds Water /Cement Ratio 0.33 maximum • Air (± 1 -1/2 percent) 6 percent Slump 7 inches maximum 6- 09.3(3)E Latex Modified Concrete Latex modified concrete shall be a workable mix, uniform in composition and consistency. Mix proportions per cubic yard shall be as follows: • Portland Cement 1.00 parts by weight Fine Aggregate 2.40 to 2.75 parts by weight Coarse Aggregate 1.75 to 2.00 parts by weight • Latex Admixture 3.50 gallons per bag of cement Water /Cement Ratio 0.33 maximum Air Cont of Pla Mi 6 percent v� a maxlmiaeee Slump 7 inches maximum The aggregates shall be proportioned such that the amount of aggregate passing the U.S. No. 4 sieve is 65 ± 5 percent of the total aggregate (fine plus coarse). All calculations shall be based on dry weights. • The moisture content of the fine aggregate and coarse aggregate shall be no more than 3.0 and 1.0 percent, respectively, above the saturated surface dry condition. The water limit for calculating the water /cement ratio shall include the added water, the free water in the aggregates, and 52 percent of the latex admixture. 6- 09.3(4) Storing and Handling 6- 09.3(4)A Aggregate Aggregates shall be stored and handled in a manner to prevent variations of more than 1.0 percent in moisture content of the stockpile. For latex modified concrete, the moisture content of the aggregate at the time of proportioning shall be as specified in Section 6- 09.3(3)E. 6- 09.3(4)B Latex Admixture The admixture shall be kept in suitable containers which will protect it from freezing and from • exposure to temperatures in excess of 85F. Containers of the admixture shall not be stored in direct sunlight for periods in excess of ten days. When stored in direct sunlight the top and sides of the containers shall be covered with insulating blanket material. Storage of the admixture may extend over a period greater than ten days as long as the conditions specified above are maintained and the latex admixture is agitated or stirred once every ten days. Stirring or agitation of the admixture shall be done mechanically in accordance with the manufacturer's recommendation and as approved by the Engineer. If the ambient temperature is higher than 85F at any time during the storage period, the admixture shall be covered by insulated blankets or other means that will maintain the • admixture temperature below 85F. The admixture shall be strained through a Number 10 strainer at the time it is introduced into the mixing tank from the storage containers. 24 6- 09.3(4)C High Molecular Weight Methacrylate Resin (HMWM) The HMWM resin shall be stored in a cool dry place and protected from freezing and exposure to temperature in excess of 100F. The promoter and initiator, if supplied separate from the resin, shall not contact each other directly. Containers of promoters and initiators shall not be stored together in a manner that will allow leakage or spillage from one to contact the containers or material of the other. 6- 09.3(5) Scarifying Concrete Surface 6- 09.3(5)A General The Contractor shall not begin scarifying a concrete bridge deck surface unless completion of the scarification and concrete overlay can be accomplished within the current construction season. The Contractor shall not begin scarifying a concrete bridge deck surface until receiving the Engineer's written approval of the machine to be used for scarifying. The Contractor shall protect adjacent traffic from flying debris generated by the scarification process in accordance with Item 4 of Section 6- 09.3(2) and as approved by the Engineer. The Contractor shall collect, contain, and dispose of all concrete debris generated by the scarification process in accordance with Item 4 of Section 6- 09.3(2) and as approved by the Engineer. All areas of the deck that are inaccessible to the selected scarifying machine shall be scarified to remove the concrete surface matrix to a maximum depth of 1/2 inch by a method approved by the Engineer. If these areas are hand - chipped then the equipment shall meet the requirements as specified in Section 6- 09.3(1)A. 6- 09.3(5)B Testing of Hydro - Demolition and Shot Blasting Machines A trial area shall be designated by the Engineer to demonstrate that the equipment and methods of operation are capable of producing results satisfactory to the Engineer. The trial area shall consist of two patches each of approximately 30 square feet, one area in sound concrete and one area of deteriorated concrete as determined by the Engineer. In the "sound" area of concrete, the equipment shall be programmed to remove 1/2 inch of concrete. Following the test over sound concrete, the equipment shall be located over the deteriorated concrete and using the same parameters for the sound concrete removal, remove all deteriorated concrete. The Engineer will grant approval of the equipment based on successful results from the trial area test. 6- 09.3(5)C Hydro - Demolishing Once the operating parameters of the Hydro - Demolition machine are defined by programming and calibration as specified in Section 6- 09.3(5)B, they shall not be changed as the machine progresses across the bridge deck, in order to prevent the unnecessary removal of sound concrete below the required minimum removal depth. The Contractor shall maintain a minimum production rate of 250 square feet per hour during the deck scarifying process. All water used in the Hydro - Demolition process shall be potable. Stream or lake water will not be permitted. All bridge drains and other outlets within 100 feet of the Hydro - Demolition machine shall be temporarily plugged during the Hydro - Demolition operation. When scarifying a bridge deck passing over traffic lanes, the Contractor shall protect the traffic below by restricting and 25 containing scarifying operations, and implementing traffic control measures, as approved by the Engineer. The Contractor shall provide for the collection, filtering and disposal of all runoff water generated by the Hydro - Demolition process, in accordance with the Runoff Water Disposal Plan as approved by the Engineer in accordance with Item 3 of Section 6- 09.3(2). The Contractor shall comply with applicable regulations concerning such water disposal. 6- 09.3(5)D Shot Blasting Once the operating parameters of the Shot Blasting machine are defined by programming and calibration, as specified in Section; 6- 09.3(5)B, they shall not be changed as the machine progresses across the bridge deck, in order to prevent the unnecessary removal of sound concrete below the required minimum removal depth. The Contractor shall maintain a minimum production rate of 250 square feet per hour during the deck scarifying process. 6- 09.3(5)E Rotomilling The entire concrete surface of the bridge deck shall be scarified to remove the surface matrix to a maximum 1/2 inch depth of the concrete. The operating parameters of the rotary milling machine shall be monitored in order to prevent the unnecessary removal of sound concrete below the 1/2 inch maximum removal depth. 6- 09.3(5)F Repair of St. Reinf. Bars Damaged by Scarifying Operations All reinforcing steel damaged due to the Contractor's operations shall be repaired by the Contractor. For bridge decks not constructed under the same contract as the concrete overlay, damage to existing reinforcing steel shall be repaired and paid for in accordance with Section 1 -09.6 if the existing concrete cover is 1/2 inch or less. All other reinforcing steel damaged due to the Contractor's operations shall be repaired by the Contractor at no additional expense to the Contracting Agency. The repair shall be as follows or as directed by the Engineer: 1 n a m age to nnnvv rnatinn whan nrACant nn .evicting ctaal rpinfnrrinn hart chnll ha repaired in accordance with Section 6- 02.3(24)H. 2. Damage to bars resulting in a section loss of 20 percent or more of the bar area shall be repaired by chipping out the adjacent concrete and splicing a new bar of the Concrete h ll be d id 3/4 inch ' u ie same Size. voiiir e.e shall ve removed to provide a 3i-r Inca i minimum i � clearance around the bars. The splice bars shall extend a minimum of 40 bar diameters beyond each end of the damage. 3. Any bars partially or completely removed from the deck shall have the damaged portions removed and spliced with new bars as outlined in Item 2 above. 6- 09.3(5)G Cleanup Following Scarification After scarifying is completed, the lane or strip being overlaid shall be thoroughly cleaned of all dust, free standing water and loose particles. Cleaning may be accomplished by using compressed air, waterblasting, with a minimum pressure of 5,000 psi, or vacuum machines. Vacuum cleaning shall be used when required by applicable air pollution ordinances. 6- 09.3(6) Further Deck Preparation Once the lane or strip being overlaid has been cleaned of debris from scarifying, the Contractor, under the direction of the Engineer, shall perform an inspection of the completed work and shall mark those areas of the existing bridge deck that require further deck preparation by the Contractor. Further deck preparation will be required when any one of the following conditions is present: 1. Unsound concrete. 26 2. Lack of bond between existing concrete and reinforcing steel. 3. Exposure of reinforcing steel to a depth of one -half of the periphery of a bar for a distance of 12 inches or more along the bar. 4. Existing non - concrete patches as marked by the Engineer. If the concrete overlay is placed on a bridge deck as part of the same contract as the bridge deck construction, then all work associated with the further deck preparation shall be performed at no additional expense to the Contracting Agency. 6- 09.3(6)A Equipment for Further Deck Preparation Further deck preparation shall be performed using either hand operated tools conforming to Section 6- 09.3(1)A, or hydro - demolishing machines conforming to Section 6- 09.3(1)C. 6- 09.3(6)B Deck Repair Preparation All concrete in the repair area shall be removed by chipping, hydro demolishing, or other approved mechanical means to a depth necessary to remove all loose and unsound concrete. If unsound concrete exists around the steel reinforcing bars, or if the bond between concrete and steel is broken, concrete must be removed to provide a 3/4 -inch minimum clearance around the steel reinforcing bars. Care shall be taken in removing the deteriorated concrete to not damage any of the existing deck or steel reinforcing bars that are to remain in place. All removal shall be accomplished by making neat vertical cuts and maintaining square edges at the boundaries of the repair area. Cuts made by using sawing or hydro demolishing machines shall be made after sufficient concrete removal has been accomplished to establish the limits of the removal area. In no case shall the depth of the vertical cut exceed 3/4 inch or to the top of the top steel reinforcing bars, whichever is less. The exposed steel reinforcing bars and concrete in the repair area shall be sandblasted or hydro - blasted and blown clean just prior to placing concrete. Bridge deck areas outside the repair area or steel reinforcing bar inside or outside the repair area damaged by the Contractor's operations, shall be repaired by the Contractor at no additional expense to the Contracting Agency, and to the satisfaction of the Engineer. All steel reinforcing bars damaged due to the Contractor's operations shall be repaired in accordance with Section 6- 09.3(5)F. 6- 09.3(6)C Placing Deck Repair Concrete Patching concrete for modified concrete overlays shall be either modified concrete or concrete Class M. For small deck repair, and as determined by the Engineer, the Contractor may use the same modified concrete as that used in the overlay. Before placing any patching concrete, the Contractor shall flush the existing concrete in the repair area with water and make sure that the existing concrete is well saturated. The Contractor shall remove any free standing water prior to placing the patching concrete. The Contractor shall place the patching concrete other than latex modified concrete onto the existing concrete while it is wet. If latex, fly ash, or microsilica modified concrete is used as the patching concrete, a thirl slurry bond grout shall be scrubbed into the existing concrete surface. The bond grout shall match the overlay type being used as specified in Section 6- 09.3(11). If the Contractor elects to use as a patching material the same modified concrete as that used in the overlay, then the repair areas shall be filled flush with the deck surface 27 sufficiently in advance of the overlay placement so that the material will not roll back under the screeds but shall not be placed more than one hour in advance of the overlay placement. Areas patched with modified concrete or concrete Class M shall be wet cured for 24 hours in accordance with Section 6- 09.3(13). During the curing period, all vehicular and foot traffic shall be prohibited on the repaired area. 6- 09.3(7) Surface Preparation For Concrete Overlay Following the completion of any required further deck preparation the entire lane or strip being overlaid shall be cleaned. If either a rotary milling machine or a shot blasting machine is used for concrete scarification, then the concrete deck shall be sandblasted or shotblasted, using equipment approved by the Engineer, until sound concrete is exposed. Care shall be taken to ensure that all exposed reinforcing steel and the surrounding concrete is completely blasted. Bridge grate inlets, expansion dams and barriers above the surface to be blasted shall be protected from the blasting, If a hydro - demolition machine is used for concrete scarification, then the concrete deck shall be cleaned by an approved method of waterblasting with 7,000 psi minimum pressure, until sound concrete is exposed. The final surface of the deck shall be free from oil and grease, rust and other foreign material that may reduce the bond of the new concrete to the old. These materials shall be removed by detergent- cleaning or other method as approved by the Engineer followed by sandblasting. After all scarifying, chipping, sandblasting and cleaning is completed, the entire lane or strip being overlaid shall be cleaned in final preparation for placing concrete using either compressed air or vacuum machines. Vacuum machines shall be used when warranted by applicable air pollution ordinances_ Scarifying with either rotary milling machines or shot blasting machines, hand tool chipping, sandblasting and cleaning in areas adjacent to a lane or strip being cleaned in final preparation for placing concrete shall be discontinued when final preparation is begun. Scarifying and hand tnnl chipping shall remain suspended un til th concrete has been placed and the requirement for curing time has been satisfied. Sandblasting and cleaning shall remain suspended for the first 24 hours of curing time after the completion of concrete placing. If the hydro demolishing scarification process is used, scarification may proceed during the final cleaning and overlay placement phases of the work on adjacent portions of the long the hydro demolisher e r e r f7 d to h structure r3v #�# # as a# #e # iyi.li v iJemiiil.5hvi operations i'J are confined fo areas which i al C a minimum of 100 feet away from the defined limits of the final cleaning or overlay placement in progress. If the hydro demolisher impedes or interferes in any way with the final cleaning or overlay placement as determined by the Engineer, the hydro demolishing work shall be terminated immediately and the hydro demolishing equipment removed sufficiently away from the area being prepared or overlaid to eliminate the conflict. If the grade is such that water and contaminates from the hydro demolishing operation will flow into the area being prepared or overlaid, the hydro demolishing operation shall be terminated and shall remain suspended for the first 24 hours of curing time after the completion of concrete placement. If, after final cleaning, the lane or strip being overlaid becomes wet, the Contractor shall flush the surface with high pressure water, prior to placement of the overlay. All free standing water shall be removed prior to concrete placement. Concrete placement shall begin within 24 hours of the completion of deck preparation for the portion of the deck to be overlaid. If 28 concrete placement has not begun within 24 hours, the lane or strip being overlaid shall be cleaned by a light sand blasting followed by washing with the high pressure water spray or by cleaning with the high pressure spray as approved by the Engineer. Traffic other than required construction equipment will not be permitted on any portion of the lane or strip being overlaid that has undergone final preparation for placing concrete unless approved by the Engineer. To prevent contamination, all equipment allowed on the deck after final cleaning shall be equipped with drip guards. 6- 09.3(8) Quality Assurance 6- 09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified Concrete Overlays The Engineer will perform slump, temperature, and entrained air tests for acceptance after the Contractor indicates that the concrete is ready for placement. Concrete from the first truck load shall not be placed until tests for acceptance have been completed by the Engineer and the results indicate that the concrete is within acceptable limits. Sampling and testing will continue for each load until two successive loads meet all applicable acceptance test requirements. Except for the first load of concrete, up to 1/2 cubic yard may be placed prior to testing for acceptance. After two successive tests indicate that the concrete is within specified limits, the sampling and testing frequency may decrease to one for every three truck loads. Loads to be sampled will be selected in accordance with the random selection process outlined in FOP for WAQTC TM2. When the results of any subsequent acceptance test indicates that the concrete does not conform to the specified limits, the sampling and testing frequency will be resumed for each truck load. Whenever two successive subsequent tests indicate that the concrete is within the specified limits, the random sampling and testing frequency of one for every three truck loads may resume. The test for determining the slump of the concrete will be conducted in accordance with the WSDOT FOP for AASHTO T 119 and the test for determining the percentage of entrained air will be conducted in accordance with the WAQTC FOP for AASHTO T 152 The Engineer will test for slump and /or air any load of concrete the Engineer deems necessary. 6- 09.3(8)B Quality Assurance for Latex Modified Concrete Overlays The Engineer will perform operational control testing as the concrete is being placed. The Contractor shall provide the Engineer with a 1/4 -cubic yard container and assistance in obtaining and handling samples. The 1/4 -cubic yard container shall have a 9 -inch minimum depth and shall be placed on a level surface. A minimum of one test per mobile mixer per shift will be conducted. The test will be conducted after eight minutes of mixer operation. The Engineer will perform slump and air tests as the concrete is being placed. The minimum number of tests will be one slump test and one air test per mobile mixer, beginning with the first charge and every other charge thereafter. The sample will be taken after the first two minutes of continuous mixer operation. The concrete will be sampled as follows: 1. While concrete is being deposited onto the bridge deck, the stream will be diverted into a wheelbarrow or other suitable container. Approximately 1 cubic foot of concrete will be sufficient to conduct one slump test and one air test. 2. Take the sample to the test site. The test site should be located away from the mobile mixer and off the end of the bridge if practical. 29 3. Allow the sample to stand undisturbed. The fresh concrete sample must be protected from sunlight and wind until the conclusion of the testing. Total time from discharge to time of start of slump testing will not exceed six and one half minutes. The test for determining the slump of the concrete will be conducted in accordance with WSDOT FOP for AASHTO T 119 and the test for determining the percentage of entrained air will be conducted in accordance with WAQTC FOP for AASHTO T 152. During the initial proportioning, mixing, placing, and finishing operations, the Engineer may require the presence of a technical representative from the latex admixture manufacturer. The technical representative shall be capable of performing, demonstrating, inspecting, and testing all of the functions required for placement of the latex modified concrete as specified in Section 6- 09.3(11) and as approved by the Engineer. This technical representative shall aid in the proper installation of the latex modified concrete. Recommendations made by the technical representative on or off the jobsite, and approved by the Engineer, shall be • adhered to by the Contractor at no additional expense to the Contracting Agency. The Engineer w ill advi the Contractor writing of five ki d ays bef !_ilgfi! °ce! will advise the Contractor in NYri3i9 lL� a minimum %!! five working days before X1.1!! h services are required. 6- 09.3(9) Mixing Concrete For Concrete Overlay 6- 09.3(9)A Mixing Microsilica Modified or Fly Ash Modified Concrete Mixing of concrete shall be in accordance with Section 6 -02, with the following exceptions: 1. The mixing shall be done at a batch plant. 2. The volume of concrete transported by truck shall not exceed six cubic yards per truck. 6- 09.3(9)B Mixing Latex Modified Concrete The equipment used for mixing the concrete shall be operated with strict adherence to the procedures set forth by its manufacturer. A minimum of two mixers will be required at the overlay site for each concrete placement when the total volume of concrete to be placed during the concrete placement exceeds the material storage capacity of a single mixer. Additional mixers may be required if conditions require that material be stockpiled away from the jobsite. The Contractor shall have sufficient mixers on hand to ensure a consistent and continuous delivery and placement of concrete throughout the concrete placement. Charging the mobile mixer shall be done in the presence of the Engineer. Mixing capabilities shall be such that the finishing operation can proceed at a steady pace. 6- 09.3(10) Overlay Profile and Screed Rails The overlay shall have a thickness of 1 -1/2 inches or as specified by the Engineer. The thickness shall be verified prior to the placement of concrete by attaching a filler block, having a thickness of 1/4 inch less than the overlay thickness, to the bottom of the screed. The filler block shall pass freely over the surface to be overlaid. With the screed guides in place, the finishing machine shall be passed over the entire surface to be overlaid and the final screed rail adjustments shall be made. If the overlay thickness does not verify, the profile of the new concrete surface shall be adjusted as approved by the Engineer. After the overlay thickness has been verified, changes in the finishing machine elevation controls will not be allowed. 30 • Rails upon which the finishing machine travels shall be placed outside of the area to be overlaid, in accordance with Item 7 of Section 6- 09.3(2) and as approved by the Engineer. Interlocking rail sections or other approved methods of providing rail continuity are required. Hold -down devices shot into the concrete are not permitted unless the concrete is to be subsequently overlaid. Hold -down devices of other types leaving holes in the exposed area will be allowed provided the holes are subsequently filled with a sand /cement grout (sand and portland cement in equal proportions by volume). Hold -down devices shall not penetrate the existing deck by more than 3/4 inch. Rails may be removed at any time after the concrete has taken an initial set. Adequate precautions shall be taken during the removal of the finishing machine and rails to protect the edges of the new surfaces. The Contractor shall be responsible for setting screed control to obtain the nominal overlay thickness specified as well as the finished surface smoothness requirements. 6- 09.3(11) Placing Concrete Overlay Prior to concrete placement, the Contractor shall review the equipment, procedures, personnel, and previous results with the Engineer. Inspection procedures shall also be reviewed to ensure coordination. Concrete placement shall be made in accordance with Section 6 -02 and the following requirements: • 1. After the lane or strip to be overlaid has been prepared and immediately before placing the concrete, it shall be thoroughly soaked and kept continuously wet with water for a minimum period of six hours prior to placement of the concrete. All free standing water shall be removed prior to concrete placement. During concrete placement, the lane or strip shall be kept moist. • The concrete shall then be promptly and continuously delivered and deposited on the placement side of the finishing machine. If latex modified concrete is used, the concrete shall be thoroughly brushed into the surface and then brought up to final grade. If either microsilica modified concrete or fly ash modified concrete are used, a slurry of the concrete, excluding aggregate, shall be thoroughly brushed into the surface prior to the overlay placement. Care shall be exercised to ensure that the surface receives a thorough, even coating and that the rate of progress is limited so that the brushed concrete does not become dry before it is covered with additional concrete as required for the final grade. All aggregate which is segregated from the mix during the brushing operation shall be removed from the deck and disposed of by the Contractor. If either microsilica modified concrete or fly ash modified concrete are used, the Contractor shall ensure that a sufficient number of trucks are used for concrete delivery to obtain a consistent and continuous delivery and placement of concrete throughout the concrete placement operation. When concrete is to be placed against the concrete in a previously placed transverse joint, lane, or strip, the previously placed concrete shall be sawed back six inches to straight and vertical edges and shall be sandblasted or water blasted before new concrete is placed. The Engineer may decrease the six inch saw back 31 requirement to two inches minimum, if a bulkhead was used during previous concrete placement and the concrete was hand vibrated along the bulkhead. 2. Concrete placement shall not begin if rain is expected. Adequate precautions shall be taken to protect freshly placed concrete in the event that rain begins during placement. Concrete that is damaged by rain shall be removed and replaced by the Contractor at no additional expense to the Contracting Agency, and to the satisfaction of the Engineer. 3. Concrete shall not be placed when the temperature of the concrete surface is less than 45F or greater than 75F, when the combination of air temperature, relative humidity, fresh concrete temperature, and wind velocity at the construction site produces an evaporation rate of 0.15 pound per square foot of surface per hour as determined from Table 6- 02.3(6) -1, or when winds are in excess of 10 mph. If the Contractor elects to work at night to meet these criteria, adequate lighting shall be provided at no additional expense to the Contracting Agency, and as approved by the Engineer. 4. If concrete placement is stopped for a period of one -half hour or more, the Contractor shall install a bulkhead transverse to the direction of placement at a position where the overlay can be finished full width up to the bulkhead. The bulkhead shall be full depth of the overlay and shall be installed to grade. The concrete shall be finished and cured in accordance with these specifications. Further placement is permitted only after a period of 12 hours unless a gap is left in the lane or strip. The gap shall be of sufficient width for the finishing machine to clear the transverse bulkhead installed where concrete placement was stopped. The previously placed concrete shall be sawed back from the bulkhead, to a point designated by the Engineer, to straight and vertical edges and shall be sandblasted or water blasted before new concrete is placed. r, rnnrrete shall not ha pinned against the Pdge of an dint lane or strip that is less than 36 hours old. • 6- 09.3(12) Finishing Concrete Overlay Finishing shall be accomplished in accordance with the applicable portions of Section 6- 02.3(10) and as follows. Concrete shall be placed and struck -off approximately 1/2 inch above final grade and then consolidated and finished to final grade with a single pass (the Engineer may require additional passes) of the finishing machine. Hand finishing may be necessary to close up or seal off the surface. The final product shall be a dense uniform • surface. Latex shall not be sprayed on a freshly placed latex modified concrete surface; however, a light f F + f F finishing, determined by + C IUi spray of wafer is permitted if required fiJr as U the Engineer. . As the finishing machine progresses along the placed concrete, the surface shall be given a final finish by texturing with a comb perpendicular to the center line of the bridge. The texture shall be applied immediately behind the finishing machine. The comb shall consist of a single row of metal tines capable of producing 1/8 inch wide striations approximately 0.015 foot in depth at approximately 1/2-inch spacing. The combs may be operated manually or mechanically, either singly or in gangs (several combs placed end to end). This operation shall be done in a manner that will minimize the displacement of the aggregate particles. The texture shall not extend into areas within 2 feet of the curb line. The non - textured concrete within 2 feet of the curb line shall be hand finished with a steel or magnesium trowel. 32 Screed rails and construction dams shall be separated from the newly placed concrete by passing a pointing trowel along the inside surfaces of the rails or dams. Care shall be exercised to ensure that this trowel cut is made for the entire depth and length of rails or dams after the concrete has stiffened sufficiently that it does not flow back. After the burlap cover has been removed and the concrete surface has dried, but before opening to traffic, all joints and visible cracks shall be filled and sealed with a high molecular weight methacrylate resin (HMWM). Cracks 1/16 inch and greater in width shall receive two applications of HMWM. Immediately following the application of HMWM, the wetted surface shall be coated with sand for abrasive finish. 6- 09.3(13) Curing Concrete Overlay As the texturing portion of the finishing operation progresses, the concrete shall be immediately covered with a single layer of clean, new or used, wet burlap. The burlap shall have a maximum width of six feet. The Engineer will determine the suitability of the burlap for reuse, based on the cleanliness and absorption ability of the burlap. Care shall be exercised to ensure that the burlap is well drained and laid flat with no wrinkles on the deck surface. Adjacent strips of burlap shall have a minimum overlap of six inches. Once in place the burlap shall be lightly fog sprayed with water. A separate layer of white, reflective type polyethylene sheeting shall immediately be placed over the wet burlap. The concrete shall then be wet cured by keeping the burlap wet for a minimum of 42 hours after which the polyethylene sheeting and burlap may be removed. Traffic shall not be permitted on the finished concrete until the specified curing time is satisfied and until the concrete has reached a minimum compressive strength of 3,000 psi as verified by rebound number determined in accordance with ASTM C 805. 6- 09.3(14) Checking for Bond After the requirements for curing have been met, the entire overlaid surface shall be sounded by the Contractor, in a manner approved by and in the presence of the Engineer, to ensure total bond of the concrete to the bridge deck. Concrete in unbonded areas shall be removed and replaced by the Contractor with the same modified concrete as used in the overlay at no additional expense to the Contracting Agency. All cracks, except those that are significant enough to require removal, shall be thoroughly filled and sealed as specified in Section 6- 09.3(12). After the curing requirements have been met, the Contractor may use compressed air to accelerate drying of the deck surface for crack identification and sealing. 6 -09.4 Measurement Scarifying concrete surface will be measured by the square yard of surface actually scarified. Modified concrete overlay will be measured by the cubic foot of material placed. For latex modified concrete overlay, the volume will be determined by the theoretical yield of the design mix and documented by the counts of the cement meter less waste. For both microsilica modified concrete overlay and fly ash modified concrete overlay, the volume will be determined from the concrete supplier's Certificate of Compliance for each batch delivered less waste. Waste is defined as the following: 1. Material not placed. 2. Material placed in excess of six inches outside a longitudinal joint or transverse joint. 33 Finishing and curing modified concrete overlay will be measured by the square yard of overlay surface actually finished and cured. When further deck preparation is measured by volume, it will be measured by the cubic foot of material placed. When latex modified concrete overlay is used as the repair material, the volume will be determined by the theoretical yield of the design mix and documented by the counts of the cement meter less waste. When either microsilica modified concrete overlay, fly ash modified concrete overlay, or concrete Class M are used as the repair material, the volume will be determined from the concrete supplier's Certificate of Compliance for each batch delivered less waste. 6 -09.5 Payment Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the bid proposal: "Scarifying Conc. Surface ", per square yard. • The unit contract price per square yard for "Scarifying Conc. Surface" shall be full pay for performing the work as specified, including testing and calibration of the machines and tools used, containment, collection, and disposal of all water and abrasives used and debris created by the scarifying operation, measures taken to protect adjacent traffic from flying debris, and final cleanup following the scarifying operation. "Modified Conc. Overlay ", per cubic foot. The unit contract price per cubic foot for "Modified Conc. Overlay" shall be full pay for furnishing the modified concrete overlay. "Finishing and Curing Modified Conc. Overlay", per square yard. The unit contract price per square yard for "Finishing and Curing Modified Conc. Overlay" shall be full pay for performing the work as specified, including placing, finishing, and curing the modified concrete overlay, checking for bond, and sealing all cracks. "Further Deck Preparation ", per cubic foot. When "Further Deck Preparation" is measured by volume, the unit contract price per cubic foot for "Further Deck Preparation" shall be full pay for performing the work as specified, including removing and disposing of the concrete within the repair area, and furnishing, placing, finishing, and curing the repair concrete. "Further Deck Preparation ", force account. When "Further Deck Preparation" is not measured by volume, payment for the work • required will be by force account in accordance with Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Further Deck Preparation" in the bid proposal to become a part of the total bid by the Contractor. . SECTION 6 -10, CONCRETE BARRIER January 7, 2002 6- 10.3(7) Concrete Barrier Berm Type 1 This section including title is revised to read: 6- 10.3(7) Vacant 6 -10.4 Measurement The statement "Concrete barrier berms will be measured per each for each berm installed." Is deleted. 34 6 -10.5 Payment The bid item ( "Conc. Barrier Berms Type 1 ", per each.) is deleted. SECTION 7-01, DRAINS April 1, 2002 7-01.2 Materials In the first paragraph, "Corrugated Polyethylene (PE) Drain Pipe, 8 -inch diameter maximum" is revised to read: Corrugated Polyethylene (PE) Drain Pipe, 10 -inch diameter maximum "Corrugated Polyethylene (PE) Drain Pipe, 12 -inch through 24 -inch diameter maximum" is revised to read: Corrugated Polyethylene (PE) Drain Pipe, 12 -inch through 36 -inch diameter maximum SECTION 7 -02, CULVERTS January 7, 2002 7 -02.2 Materials In the chart "Culvert Pipe Schedules ", the following is revised: In the column "Schedule (Fill Height) ", the symbol is revised to ' (feet). In the columns "Steel ", and "Aluminum ", the symbol is revised to " (inches). In note 2. The symbol is revised to " (inches). SECTION 7 -04, STORM SEWERS April 1, 2002 7- 04.3(1)F Low Pressure Air Test for Storm Sewers Constructed of Non Air - Permeable Materials This section is supplemented with the following: Reaches of thermoplastic pipe containing no joints shall be exempt from testing requirements. SECTION 7 -05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS April 1, 2002 7 -05.2 Materials The referenced section for Gravel Backfill for Drywells is revised to 9- 03.12(5). In the first paragraph, "Precast Concrete Catch Basis" is revised to read: Precast Concrete Catch Basins SECTION 7 -08, GENERAL PIPE INSTALLATION REQUIREMENTS April 1, 2002 7 -08.4 Measurement The fifth paragraph is revised to read: Embankment construction before pipe placement under the applicable provisions of Section 7- 08.3(1)A will be measured in accordance with Section 2 -03. 35 SECTION 7 -12, VALVES FOR WATER MAINS April 1, 2002 7- 12.3(1) Installation of Valve Marker Post The reference to "Meters" in the third sentence is revised to "feet and inches ". SECTION 7 -17, SANITARY SEWERS April 1, 2002 7- 17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air - Permeable Materials This section is supplemented with the following: Reaches of thermoplastic pipe containing no joints shall be exempt from testing requirements. SECTION 8 -01, EROSION CONTROL January 7, 2002 8 -01.5 Payment The bid item "Straw Bale Barrier ", per each is revised to read "Straw Bale ", per each. SECTION 8 -02, ROADSIDE PLANTING April 1, 2002 8 -02.4 Measurement The first paragraph is revised to read: Topsoil, mulch and soil amendments will be measured by the cubic yard in the haul conveyance or co ntain e r at the po of deli T h e L:4L _ ph is del t_ J I r iC r n u i Naray °r aNr r rs uGretea. 8 -02.5 Payment The paragraph following the bid item "Topsoil Type is revised to read: The unit contract price per cubic yard for "Topsoil Type " shall be full pay for providing the source of material for topsoil Type A and C, for excavating, loading, hauling, intermediate windrowing, stockpiling, weed control and removal, placing, spreading, • processing, cultivating, and compacting topsoil Type A, Type B, and Type C. The paragraph following the bid item "Fungicide Application" is supplemented with the following: For the purpose of providing a common proposal for all bidders, the Contracting Agency • entered an amount for "Plant Establishment - Second Year ", Plant Establishment - Third Year", "Noxious Weed Control", "Insecticide Application ", and "Fungicide Application" in the proposal to become a part of the total bid by the Contractor. The last paragraph is deleted. 36 • SECTION 8 -08, RUMBLE STRIPS January 7, 2002 8 -08.4 Measurement The last paragraph is revised to read: Fog sealing, when shown in the Plans, will be measured as asphalt for fog seal in accordance with Section 5 -04.4. 8 -08.5 Payment The last paragraph is revised to read: Payment for fog sealing the shoulder, when shown in the Plans, shall be paid as asphalt for fog seal in accordance with Section 5 -04.5. SECTION 8 -11, GUARDRAIL January 7, 2002 8- 11.3(1)C Erection of Rail The fourth paragraph is revised to read: Galvanized and Weathering steel rail plates shall be fastened to the posts with galvanized bolts, washers, and nuts the size and kind shown in the Plans. 8 -11.4 Measurement The third paragraph is revised to read: Measurement of beam guardrail terminal and beam guardrail buried terminal Type 1 will be per each for the completed terminal. The two paragraphs listed below are inserted following the third paragraph: Measurement of beam guardrail buried terminal Type 2 will be per linear foot for the completed terminal. Measurement of beam guardrail placement -25 foot span will be per each for the completed span. 8 -11.5 Payment The bid items listed below are inserted following "Beam Guardrail Terminal ": "Beam Guardrail Buried Terminal Type 1 ", per each. "Beam Guardrail Buried Terminal Type 2 ", per linear foot. The note for "Beam Guardrail Terminal etc." is revised to read: The unit contract price for "Beam Guardrail _ Terminal ", "Beam Guardrail Buried Terminal Type 1" and "Beam Guardrail Buried Terminal Type 2" shall include the posts, rail, end section, and anchor. The bid item and note listed below are inserted following the note for "Beam Guardrail _ Terminal ": "Beam Guardrail Placement - 25' Span ", per each The unit contract price per each for "Beam Guardrail Placement - 25' Span" shall include all CRT posts, Type 1 guardrail posts and blocks and all nested w -beam rail elements. . 37 SECTION 8 -12, CHAIN LINK FENCE AND WIRE FENCE April 1, 2002 8 -12.4 Measurement The second paragraph is revised to read: End, gate, corner, and pull posts for chain link fence will be measured per each for the posts furnished and installed complete in place. 8 -12.5 Payment The bid item "End, Corner, and Pull Post for Chain Link Fence" is revised to "End, Gate, Corner, and Pull Post for Chain Link Fence ", per each. SECTION 8 -21 PERMANENT SIGNING January 7, 2002 8 -21.2 Materials This section is revised to read: Signing materials and fabrication of signs shall meet the requirements of Section 9 -28. Materials for roadside sign structures shall meet the requirements of Section 9- 06.16. Materials for sign mounting shall conform to Section 9- 28.11. Materials for sign bridges, cantilever sign structures, and bridge mounted sign brackets shall conform to Section 9- 28.14(2). SECTION 8 -22, PAVEMENT MARKING April 1, 2002 8- 22.3(3) Marking Application On page 8 -86, under Liquid pavement marking material, "Feet of 4 line /gallon" is revised to "Fe o f AID III( (g "Feet of Y line /gallon". Under Solid pavement marking material, "Feet of 4 line /50# bag" is revised to "Feet of 4" line /50# bag". SECTION 9 -01, PORTLAND CEMENT April 1, 2002 9- 01.2(1) Portland Cement This section is revised to read: Portland cement shall conform to the requirements for Types I, II, or III cement of the Standard Specifications for Portland Cement, AASHTO M 85, except that the content of alkalis shall not exceed 0.75 percent by weight calculated as Na2O plus 0.658 K2O and except that the content of Tricalcium aluminate (C3A) shall not exceed 8 percent by weight calculated as 2.650Al2O3 minus 1.692Fe2O3. The time of setting shall be determined by the Vicat Test method, AASHTO T 131. 38 SECTION 9 -03, AGGREGATES April 1, 2002 9- 03.9(3) Crushed Surfacing The percent passing the 1/2" square sieve for Top Course and Keystone is revised to "80 -100 ". 9- 03.12(3) Gravel Backfill for Pipe Zone Bedding The Percent Passing for U.S. No. 200 is revised to read "10.0 max ". SECTION 9 -04, JOINT AND CRACK SEALING MATERIALS April 1, 2002 9 -04.6 Expanded Polystyrene This section is revised to read: Expanded polystyrene shall be of a cellular molded type with a density of 1.5 plus or minus 0.25 pounds per cubic foot. SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS January 7, 2002 9- 05.2(7) Perforated Corrugated Polyethylene Drainage Tubing Underdrain Pipe This section is revised to read: Perforated corrugated polyethylene drainage tubing underdrain pipe shall meet the requirements of AASHTO M252, Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. The maximum size pipe shall be 10 -inch diameter. 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe This section is revised to read: Perforated corrugated polyethylene underdrain pipe, 12 -inch through 48 -inch diameter maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. SECTION 9 -06, STRUCTURAL STEEL AND RELATED MATERIALS April 1, 2002 9- 06.5(4) Anchor Bolts The second sentence in the second paragraph is revised to read: Nuts for ASTM A 449 galvanized bolts shall conform to AASHTO M291, Grade DH and shall conform to the lubrication requirements in Section 9- 06.5(3). 39 SECTION 9 -07, REINFORCING STEEL January 7, 2002 9- 07.1(1) Acceptance by Manufacturer's Certification This section is supplemented with the following: 9- 07.1(1)A Acceptance of Materials Steel reinforcing bar manufacturers have changed the size designation stamped on their bars. The actual size of the bar remains the same, only the size designation has changed. The table below shows the new size designation for reinforcing steel referenced in the Standard Specifications and the Standard Plans. Std. New Specification Bar Size Designation Diameter Designation #3 (0.375 inches) #10 #4 (0.500 inches) #13 #5 (0.625 inches) #16 #6 (0.750 inches) #19 #7 (0.875 inches) #22 #8 (1.000 inches) #25 #9 (1.128 inches) #29 #10 (1.270 inches) #32 #11 (1.410 inches) #36 #14 (1.690 inches) #43 #18 (2.260 inches) #57 Rebar stamped with either size designation may be used. 9- 07.1(4) Inspection This This section n i c l ,,4ing title e d t a d : Jet,u VlI II IVIUTAII It�. 11UC is revised to read: 9- 07.1(4) Vacant SECTION 9 -12, MASONRY UNITS April 1, 2002 9 -12.4 Precast Concrete Manholes The fifth sentence in the third paragraph is revised to read: A minimum of two hoops of W2 wire shall be placed in the 48 -inch end of each cone. SECTION 9 -16, FENCE AND GUARDRAIL April 1, 2002 9- 16.2(3) Wood Fence Posts and Braces • This section is revised to read: • Douglas fir, Western red cedar, hemlock, or larch shall be used in the construction of wood fence posts and braces. The material shall be of good quality and approved by the Engineer before use. Peeler cores shall not be used for round posts. Wood fencing materials shall have sufficient sapwood in the outer periphery to obtain the specified penetration of preservative. Fencing materials shall be cut to the correct length before pressure treatment. 40 Line posts shall be 3 -inch minimum diameter round posts or nominal 3 -inch by 3 -inch square sawed posts. If the posts are to be pointed for driving, they shall be pointed before treatment. Line posts shall be at least 7 feet in length. Pull posts and brace posts shall be 6 -inch diameter round posts or nominal 6 -inch by 6 -inch material not less than 7 feet in length. End, gate, and corner posts, and posts at an intersecting fence shall be 6 -inch diameter round posts or nominal 6 -inch by 6 -inch material not less than 7 feet 10 inches in length. All sawed posts and timbers shall meet the requirements in the table under Section 9 -09.2. The preservatives used to pressure -treat wood fencing materials shall meet the requirements of Section 9 -09.3. The retention and penetration of the preservative shall be as follows: Minimum Retention in Pounds Per Cubic Foot Preservative Sawed Posts Round Posts Creosote 10.00 8.00 Pentachlorophenol 0.50 0.40 ACA 0.40 0.40 ACZA 0.40 0.40 ACQ 0.40 0.40 Minimum Penetration for material 5" or less - 0.40 inches penetration and 90% of sapwood for material 5 "or greater - 0.50 inches penetration and 90% of sapwood 9- 16.3(2) Posts and Blocks This section is revised to read: Posts and blocks may be of creosote treated timber, pentachlorophenol treated timber, waterborne, ammoniacal copper arsenate (ACA), ammoniacal copper zinc arsenate (ACZA), treated timber or galvanized steel; except only treated timber posts and blocks may be used for weathering steel beam guardrail. Blocks made from alternate materials that meet the NCHRP Report 350 criteria may be used in accordance with the manufacturer's recommendations. Except for terminal or anchor assemblies, all posts for any one project shall be of the same type (wood or steel). Posts and blocks shall be of the size and length shown in the Plans and meet the requirements of these Specifications. Posts and blocks may be S4S or rough sawn. Timber posts and blocks shall conform to the grade specified in Section 9 -09.2, except pine lumber No. 1 grade may be used for the blocks. Timber posts and blocks shall be fabricated as specified in the Plans before being treated. Timber posts and blocks shall be treated by the empty cell process to provide a minimum retention, depending on the treatment used, according to the following: Creosote oil 12.0 lbs. pcf. Pentachlorophenol 0.60 lbs. pcf. ACA 0.50 lbs. pcf. ACZA 0.50 lbs. pcf. ACQ 0.50 lbs. pcf. 41 Treatment shall be in accordance with Section 9 -09.3. Steel posts, blocks, and base plates, where used, shall conform to ASTM A 36, and shall be galvanized in accordance with AASHTO M 111. Welding shall conform to Section 6- 03.3(25). All fabrication shall be completed prior to galvanizing. 9- 16.8(1) Rail and Hardware The second sentence in the first paragraph is revised to read: Bolts, nuts, and washers for installation of weathering steel shall meet the requirements of Section 9- 16.3(4), and be galvanized in accordance with Section 9- 16.3(3). SECTION 9 -17, FLEXIBLE GUIDE POSTS January 7, 2002 9 -17.4 Pre - approval The address for the Department of Transportation Materials Laboratory is revised to P.O. Box 47365, Olympia, WA 98504-7365. SECTION 9 -23, CONCRETE CURING MATERIALS AND ADMIXTURES April 1, 2002 9 -23.6 Admixture for Concrete This section is revised to read: Admixtures for use in concrete shall meet the following specifications: Admixture Specification Air entraining AASHTO M 154 ASTM C 260 Water Reducing AASHTO M 194 Type A ASTM C 494 Type A • Set Retarding AASHTO M 194 Type B ASTM C 494 Type B *Acce *A cce l e r a ti ng A ASHTO R A 49A T ype C A STRA C 494 T C lerating /V1J11fV IVI 1J-r 1 ypc V r - � S,M .. 494 Type Water Reducing / AASHTO M 194 Type D ASTM C 494 Type D • Set Retarding *Water Reducing / AASHTO M 194 Type E ASTM C 494 Type E Accelerating High Range Water AASHTO M 194 Type F ASTM C 494 Type F Reducing and G and G *Accelerating admixtures are only allowed in Portland cement concrete pavement per Section 5.05, Cement Concrete Pavement and Section 5- 05.3(1) Concrete Mix Designs for Paving. In addition to the above specifications, admixtures proposed for use shall contain less than one percent chloride ion (CI- ) by weight of admixture and only non - chloride accelerating admixtures shall be used. Acceptance of admixtures will be based on Manufacturer's Certificate of Compliance. If required by the Engineer, admixtures shall be sampled and tested before they are used. Samples shall be submitted for testing 10 days prior to use. 42 SECTION 9 -28, SIGNING MATERIALS AND FABRICATION April 1, 2002 9 -28.11 Hardware The table following the first paragraph is revised to read as follows: Hardware Specification Bolts ASTM F 468 2024 -T4 Aluminum ASTM A 307 Steel ASTM F 593 Stainless Steel Alloy 304 Washers ASTM B 209 2024 -T4 Aluminum ASTM A 36 Steel AISI B18.22.1 Stainless Steel Alloy 304 Nuts ASTM F 467 2024 -T4 Aluminum ASTM A 307 Steel ASTM F 594 Stainless Steel Alloy 304 Locknuts ASTM F 467 2024 -T4 Aluminum ASTM A 307 Steel ASTM F 594 Stainless Steel Alloy 304 Rivets ASTM B 316 6061 -T6 Aluminum ASTM B 316 6053 -T61 Aluminum Post Clips ASTM B 179 356 -T6 Aluminum Windbeam ASTM B 221 6061 -T6 Aluminum Angle and "Z" Bar ASTM B 221 6061 -T6 Aluminum ASTM A 36 Steel Strap and Mounting Bracket ASTM A 666 Type 201 Stainless Steel Alloy 304 9- 28.14(1) Timber Sign Posts This section is revised to read: At the Contractor's options, timber sign posts and mileposts shall be untreated Western cedar, treated Douglas fir, or treated Hem -fir meeting the grades specified in Section 9 -09.2. Douglas fir and Hem -fir posts shall be given a treatment in accordance with Section 9- 09.3(1). Preservative retention shall be as shown in section 9- 16.2(3) for sawn posts. 9- 28.14(2) Steel Structures and Posts This section is revised to read: Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the Plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9- 06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts 43 and washers, shall be stainless steel conforming to Section 9- 28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9- 06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 105, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot - pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1' -0" at the exposed end in accordance with AASHTO M 232. Nuts and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the Plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the Plans or Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval, six copies of the proposed modifications, prior to fabrication. SECTION 9-30, WATER DISTRIBUTION MATERIALS April 1, 2002 9- 30.3(5) Valve Marker Posts The reference to "meters" in the third paragraph is revised to "feet and inches ". SECTION 9-31, E' ASTvMI_IIC PEARIWI D°^v April 1, 2002 9 -31.1 Requirements The fourth paragraph is revised to read: Steel shims shall conform to ASTM A 1011, Grade 36, unless otherwise noted. 44 CONTRACT PROVISIONS Special Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form SPECIAL PROVISIONS for CITY OF YAKIMA Office of Neighborhood Development S. 9 Street Subdivision Improvements City Project No. 1969 The following Special Provisions supersede any conflicting provisions of the 2002 Standard Specifications for Road, Bridge, and Municipal Construction (English), including the Division 1 APWA SUPPLEMENT, Section 1 -99, and are made a part of this contract. DIVISION 1 - GENERAL REQUIREMENTS DESCRIPTION OF WORK PROJECT DESCRIPTION This work shall consist of furnishing all labor, materials and equipment required to construct New Sanitary Sewer, Water Mains and Street Improvements within a New Short Subdivision prepared for the City of Yakima Office of Neighborhood Development in the vicinity of S. 9 Street and E. Arlington St. This will include removing approximately 200 feet of the existing roadway improvements such as curb and gutter, sidewalk, asphalt pavement, and installing new curb and gutter, sidewalk, asphalt concrete pavement and drainage facilities and a new illumination system in S. 9 Street including construction of a New Cul -de -Sac at the south end of the street. The project includes the installation of approximately 210 linear feet of new 8 -inch P.V.C. Sanitary sewer and appurtenances, and the installation of approximately 515 linear feet of 8 -inch D.I.P. Water Main and appurtenances. All in accordance with the Plans and Specifications as prepared by the City Engineer of the City of Yakima. 45 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 Hail 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 !lf Proposal (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 -02.15 Pre -Award Information The section is supplemented with the following: The City will request the following documentation regarding efforts to maximize the opportunity for Women and Minority Business Enterprises and Women and Minority Workforce Utilization in the performance of this project. 7. Identify the MBE's and WBE's used to fulfill the City's WMBE goal of 10 %. 8. Identify the subcontractors with the percentage of work they will do. 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. 10. Furnish an Affirmative Action profile, by ethnic category, on h low.. bidder's s a r . o , b, th .,, , the ,.,.. biu..er's employees proposed to be utilized to do the contract work. The above voluntary information will be requested by the City of the low bidder. The City will provide the four (4) page form, a copy of which immediately follows this Special Provision Section 1 -02. 46 1 of 4 MBE/WBE FORM - 5/95 Date: To: City of Yakima, Engineering Division 129 No. 2nd Street Yakima, WA 98901 Attn: Mr. K. Wendell Adams, P.E., City Engineer Re: Short Plat Improvements S. 9 Street & Arlington City of Yakima Project No. 1969 We are submitting the following information and documentation regarding Minority and Women Work Force Utilization and Women and Minority Business Enterprises as defined under Section 1- 02.15, Pre -Award Information of the Special Provisions. 7. A. Identify the MBE's or WBE's used to fulfill the City's WMBE goal of 10 %. Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): . _% Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): . _% Total percent of MBE/WBE bid items in project (without sales tax): _ _ % 47 2 of 4 MBE/WBE FORM - 5/95 (If total percent of MBEIWBE bid items in project are not at or above the City's goal of 10% provide the information and documentation requested in section 7. B.) -s o I r....& t.. •L.. &MGIw wr U /QCIw w raMw4wf7 iwr c•uMwian4r�wl�ar uiiarb• I. D. Iuellally \I IC IYIWI..0 an VT V•Lig, a YVI Iaaa•acY • I Ju'." I1a1 ua•aV1 •�VIra. 7. B. 1. Name of MBE/WBE Certification No. • Contact Person: Phone Number: Bid items above MBE/WBE was requested to quote: Reasons for not PIPr`tinrl' Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 2. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 3. Name of MBE/WBE Certification i mill. Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 48 3 of 4 MBE/WBE FORM - 5/95 7. B. 4. Name of BE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 5. Name of BE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 8. Identify the subcontractors with the percentage of work they will do. Subcontractor Name Percent of Work 49 4 of 4 MBE/WBE FORM - 5/95 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White 10. Furnish an Affirmative Action profile, by ethnic category, on the bidders employees proposed to be utilized to do the contract work. Ethnic Category Number of Employees Black Hispan American Indian or Alaskan Native Asian or Pacific Islander Other: White (Contractor) By: 50 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- 04.4(1) Minor Changes Delete this section. 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 1 -05.4 Conformity with and Deviations from Plans and Stakes (APWA Only) (i 1- 05.4(1) Roadway and Utility Surveys (APWA Only) Revise this section to read: The Engineer will establish one time only, vertical and horizontal construction control and base lines. The Contractor shall be responsible 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 MATERIALS 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, 51 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: 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 Fnrm 350 -109. A ALA 2(1) Sampl �.-�1 'T t_- Acceptance i -�o.c� �� Samples and Tests for M I. ep�arwG • 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 Backfillinq 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 52 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. 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). Asphalt Concrete Pavement Copies of the maximum Rice density test for each class of asphalt concrete pavement 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 asphalt concrete pavement. Compaction of asphalt concrete pavement shall be as specified in Section 5- 04.3(10)B of these City of Yakima Special Provisions. 53 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: (May 28, 1996) 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. Refer to Section 1 -07.5 of the City of Yakima Special Provisions following these Special Provisions for the specific provisions that apply in addition to the provisions listed in the Standard Specifications and for which the Contractor is responsible. 1- 07.2(2) State Sales Tax - Rule 171 (APWA Only) Supplemented this section with the following: This section shall apply to Schedule A - Roadway for this project. 1- 07.2(3) State Sales Tax - Rule 170 (APWA Only) This section shall apply to Schedule B - Utilities for this project. 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: (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. Supplement this section with the following: The Contractor shall have or obtain a valid City of Yakima Business license for the duration of this project. 54 1 -07.9 Wages 1- 07.9(1) General Section 1- 07.9(1) is supplemented with the following: (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. 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) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin. Non -SMSA Counties 3.6 WA Walla Walla. 55 Yakima, WA: SMSA Counties: Yakima, WA 9/ 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. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. Th... Contractor's compliance . ance .d +h the Executive Order and the he r u i i regulations n A 1 ,CFR The. is vvi iu avwi a L.iniii we YYlll i the t_ncwuvc II uci aI Iu a Ic i egUIauvi w u i -r i vI 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) 56 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. 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 57 the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: • a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off - the - street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, 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 58 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. I. 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. . 59 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 one o r more. of the obligations under 7a through 7p of thi .Special uifllling any 1!" or more 4J1 the 4ouiis�raalve e� iinae�� through 7p 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). 1 n The Contractor shall no t use th goals and timetables or affirmative action standards to i V. i i ie Contractor g. -...� discriminate against any person because of race, color, religion, sex, or national origin. 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 ti_ d of the Equal Opportunity Clause, including suspensions, specifications and of the i_�Uai �ppv� ,u� �,�, 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. 60 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. 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 61 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 DBE's 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. 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: 62 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. 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. 63 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. I.\ b ..1.... ,J....1...- ..4. L.. .I1. items petroleum 11) 1 8 % J I JVl 11 may IJC Q regular Il dealer II such uuln I1c111J as pcll IJI UI 11 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 long -term lease agreement and not on an ad hoc or contract -by- contract basis. c) 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. 64 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 -07.15 Temporary Water Pollution /Erosion Control Section 1 -07.15 is supplemented with the following: (October 25, 1999) Erosion and Sedimentation Control (ESC) Lead The ESC Lead shall be identified by the Contractor at the preconstruction meeting. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sediment Control signed by the WSDOT Water Quality Program Manager. The Certificate of Training is valid for 3 years from the issue date on the certificate. The ESC Lead shall implement the Temporary Erosion and Sedimentation Control (TESC) and Spill Prevention Control and Countermeasures (SPCC) plans. Implementation of the TESC and SPCC plans shall include, but is not limited to: 1. Installing, maintaining, inspecting and repairing all temporary erosion and spill control Best Management Practices (BMPs) included in the TESC and SPCC plans . All BMP's shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. All on -site erosion and sediment control measures shall be inspected at least once every seven days and within 24 hours after any storm event of greater than 0.5 inches within a 24 hour period. All spills shall be responded to as outlined in the SPCC Plan . Damaged or inadequate TESC measures shall be corrected within 24 hours of the inspection. A Temporary Erosion and Spill Control Report shall be prepared for each inspection and shall be included in the TESC and SPCC files. The inspection report shall include, but not be limited to: a. When, where and how BMPs were installed, removed, or modified; b. Repairs needed or made; c. Observations of BMP effectiveness and proper placement; d. Recommendations for improving performance of BMPs. 2. Preparing and maintaining a TESC and SPCC file on site that includes, but is not limited to: 65 • a. TESC and SPCC inspection Reports; b. Stormwater site plan; c. Temporary Erosion and Sediment Control (TESC) Plan; d. Contractors addendum to the TESC; e. National Pollutant Discharge Elimination System construction permit (Notice of Intent); f. Grading permit; Hydraulics Project Approval. nyw au�.a � , �, , . _ . _.. Upon request, the file shall be provided to the Engineer for review. (October 25, 1999) Spill Prevention, Control and Countermeasures Description This work shall consist of preparing a Spill Prevention, Control, and Countermeasures (SPCC) Plan and preparing for implementation of the plan. SPCC Plan Requirements be used „r The Contractor shall be responsible for the preparation of an SPCC plan to be usedgy a for the duration of the project. The plan shall be submitted to the Project Engineer prior to the commencement of any construction activities. A copy of the plan with any updates shall be maintained aintained at the work site by the Contractor. The SPCC plan shall identify construction planning elements and recognize potential spill sources at the site. The Plan shall outline responsive actions in the event of a spill or release and shall identify notification and reporting procedures. The Plan shall also outline Contractor management elements such as personnel responsibilities, project site security, site inspections and training. The Plan shall outline what measures the Contractor shall take to prevent the release or spread of the following: • An on site review has been completed and the following site(s) and materials nd a ie io n site(s) and materials have been identified and located and are described in the contract documents: • Any hazardous materials* that the Contractor stores, uses, or generates on the construction site during construction activities. These items include, but are not limited to, gasoline, oils and chemicals. *Hazardous material, as referred to within this specification, is defined in RCW 70.105.010 under "hazardous substance ". Th SPCC plan shall also address, at a minimum, the following project- specific information: Introduction SPCC Plan Elements Site Information Management Approval Site Description Planning and Recognition Spill Prevention and Containment Spill Response Reporting Program Management Attachments: 66 A - Emergency Action Plan B - Site Plan C - Inspection and Incident Report Forms Implementation Requirements In the event that hazardous material is encountered during the course of the work, regardless of whether or not the material is shown in the Plans, the implementation of the Contractor's SPCC Plan shall be included in the scope of the contract and shall be carried out by the Contractor. The Contractor shall maintain, at the job site, the applicable equipment and material designated in the SPCC Plan. (October 25, 1999) Payment The lump sum contract price for the "Spill Prevention Plan" shall be full pay for all labor, equipment, material and overhead costs associated with the preparation of the SPCC Plan and any coordination and preparation needed prior to implementation. If the Contracting Agency is responsible for the cost of response, containment and any cleanup then payment shall be made through existing contract items or an Equitable Adjustment in accordance with Section 1 -09.4. Assignment of responsibility for payment shall be as defined elsewhere in the Contract. If the spill is due to the Contractor's operations or negligence nothing in this section shall be construed as relieving the Contractor of responsibility for damage and all cost of response, containment and any cleanup shall be borne by the Contractor. 1 -07.16 Protection And Restoration Of Property Section 1 -07.16 is supplemented with the following: (March 13, 1995) Archaeological And Historical Objects It is national and state policy to preserve, for public use, historical and prehistorical objects such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from a historical or scientific standpoint. Archaeological or historical objects, which may be encountered by the Contractor, shall not be further disturbed. The Contractor shall immediately notify the Engineer of any such finds. The Engineer will contact the archaeologist who will determine if the material is to be salvaged. The Contractor may be required to stop work in the vicinity of the discovery until such determination is made. If the archaeologist determines that the material is to be salvaged, the Engineer may require the Contractor to stop work in the vicinity of the discovery until the salvage is accomplished. Loss of time suffered by the Contractor due to resulting delays will be adjusted in accordance with Section 1 -08.8. 1 -07.17 Utilities And Similar Facilities (March 13, 1995) 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. 67 ncrpC j S ary to adjust, Public and private utilities, or their contractors, will furnish all wok U th S , rc Pr is en Suchhae us adjustment, unless otherwise Plans lacement, or constructionwill be these Special Provision co s. j done during the prosecution of the work for this project. The Contractor shall call the Utility Location Request Center (One lh� ll Center), date fod • ► nc a ti o n. not less than two nor more than than � ��� ten � affect � � business days before nrieraround utility facilities, unless commencement of excavation which may a„ect un- other otherwise agreed upon by the parties involved. A business day is defined as any day than Saturday, Sunday, or a legal local, State, or Federal holiday. The telephone number for the One Call Center for this project may beroob individually e Eo nineer. Known or locator service is available, notice shall be provided suspected of having underground facilities within the area of proposed excavation. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to 9 under round utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. excavation area, have No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. . 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: Qwest 8 W 2nd Avenue, Room 304 Yakima, Washington 98902 509-575-1697 509-575-7183 09- 575 - Charter Communications 1005 N 16th Avenue Yakima, Washington 98902 54 City of Yakima Water Division 2301 Fruitvale Blvd. Yakima, Washington 98902 509- 575 -6509 - 575 -61154 City Yakima Wastewater Division 2220 01 N 1st + Stre t, Yaki a a Washhington 98901 5 09 - 4 57 -590 • Cascade de Natural Gas Corporation 509-575-3146 Pacific Power PO Box 1729 Yakima, Washington 98907 The Contractor shall notify the Upper Yakima Valley Utilities Coordinating Council -Area 5, 7.4, at least 48 hours prior to start of excavation so that telephone number -800-553- underground utilities may be marked. It sea!l be the Contractor's res. o assess their m •acts onheis construction d act activities. of all utilities •rior to bid o•en +n an Utilities, new or old, may be renewed, relocated, or adjusted for the proposed organizations The Contra tions (public and private) shall, prior rfield to b o familiarize himself with existing utility organiza private) locations, along with familiarizing himself with plans and schedules f ins of new, relocated, or adjusted utilities. Both public and private ivate with pri co area . Thers e proposed construction work organizations, must be cooerdinated utility wi h these utility within the . Th . installations. utility The Contractor shall arrange with the owners and prudent, to expose the a pstin + g utilities lities • systems to mark the locations and, if necessary prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his t work with other contractors who may be working in the project area and coopers 68 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: 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 initia_ led by tea en at/broker and shall provide for a cancellation notice of at least 20_ days, to the City of Yakima. 69 entitled DESCRIPTION O_ F OPERATIONS / 3. Add the following text in the section entitled DESCRI 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 S. 9th Street Subdivision improvements, City Project No. 1969. 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 l mented with the following: • Section 1 0723( is supplemented , (March 13, 1995) • for this project is 10 -feet from the outside edge of the The construction +� .,v, ruction � -- , s afety zone traveled way. _ During nonworking hours equipment v. equipmen materials shall not be within the safety zone or materials unless it is protected by p � ermanent guard rail or temporary concrete barrier. The use a of temporary concrete barrier shall be permitted only if the Eng ineer pp roves the installation and location. During the actual hours of work, unless protected as de trib safety ,only and materials onls absolutely necessary to construction shall be necessary to construction construction vehicles absolutely ne ry tion shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. and employees private vehicles shall not be The Contractor's nonessential vehicles and e � , permitted to park within the safety zone at any time unless protected as described above. Deviation from the anone�� � t�t �{yalleP °�occur rov'ded written approval. or has al requested the deviation writing 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 be t w e to tee o n tr a d er a c the i subcontractor written cont ac orr or between the subcontractor and agreement lower between the Contractor and tier subcontractor has been include all dthe This certification red by guarantee a Spec al that Provision s on • ts subcontract agreemen Federal Agency Inspection. A subcontractor or lower tier subcontractor will not been permitted to completed perform submitted work under the contract until the following documents have 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). 70 The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. 1 -08.3 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. 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 (March 13, 1995) Section 1 -08.5 is supplemented with the following: This project shall be physically completed within Forty -five (45) working days. 71 • 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.2(1)B Traffic Control Supervisor Revise the first sentence to read: the on shall TCS A n ll he be on project whenever traffic control devices and or flaggers are required to fu lfill TCS JI lu the r• _e - - J t fulfill the Contractor's approved Traffic Control Plan or 1. nn u the IC requirements •�• --• of 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: Delet 41,,, first sentence 1JVICLG the 111 .'6 Ja✓■ laaa.vv. 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 ll b appropriate signs prescribed by the Engineer shall be furnished 16eV .., by the 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 1- 10.3(5) Temporary Traffic Control Devices The first and second sentences are revised as follows: Delete the phrase "Temporary Traffic Control Devises" and replace it with "Maintenance and Protection of Traffic ". • • 72 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 devises, traffic control vehicle, pilot car, and other traffic control measures required by the Approved Traffic Control Plan. No further payment will be made. 73 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 the existing asphalt pavement, curb and gu tter , sidewalks, catch basins and grates and frames, drainage manholes and any other y ub�v� 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 s hall be removed to the nearest convenient joint if practical. If not practical to remove to the nearest joint, the Contractor shall sawcut and straight transverse horizontal line to provide a these structures in a neat vertical and straight tl ansver se hor izoI tal li ie to p oY ide 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. Item 2 is revised by adding the following to the end of the sentence: "or to the nearest joint as directed." 74 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 -03.5 Payment Add the following pay item: "Roadway Excavation Incl. Haul ", per cubic yard. Supplement the third paragraph with the following: "Roadway Excavation Incl. Haul" per cubic yard, shall be full compensation for all labor, equipment, tools, and materials necessary to excavate, load, place, compact, shape, or otherwise dispose of the materials including existing pavement cut at the location as shown on the plans and as staked in the field 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 water utility 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 by the Contractor will be repaired by the water utility, and the cost 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. 75 2 -07.4 Measurement This section is revised to read: Water shall be measured with the metered hydrant connection. 2 -07.5 Payment This section is revised to read: Water will be furnished by the water utility without charge, but the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. 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: "Sh or E E Clace R" per linear font Revise the two paragraphs immediately following the above item as follows: Replace "per square foot ", wherever it appears, with "per linear foot ". 76 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS 5-04 ASPHALT CONCRETE PAVEMENT 5-04.2 Materials Supplement this section with the following: Asphalt concrete pavement used on this project shall be Class A. Delete the material reference for "Asphalt Cements" and replace with the following: Asphalt Cement shall be PG 64 -28 meeting the requirements of AASHTO MP1. 5 -04.3 Construction Requirements 5- 04.3(7)A Mix Design Delete all reference to Section 9- 03.8(6)A Supplement this section with the following: The Contractor shall provide a mix design, performed in accordance with WSDOT Method 702 (Hveem mix design) to the Engineer for approval at least 5 working days prior to any paving operation. The use of more than 30 percent of recycled material in the asphalt concrete pavement on this project shall not be permitted. 5- 04.3(10)B Control. This section is revised to read: For asphalt concrete Classes A, B, E, F, and G, where paving is in traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization and the specified compacted course thickness is grater than 0.10 foot, the acceptable level of compaction shall be a minimum of 91 percent of the maximum density as determined by WSDOT Test Method 705 /AASHTO T209. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, noncomplying material may be accepted at a reduced price. Cores may be used as an alternative to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed for the coring expenses at the rate of $75 per core when the core indicates the acceptable level of compaction within a lot has not been achieved. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum density (91 percent of the maximum density determined by WSDOT Test Method 705 /AASHTO T209). Following determination of compatibility, the - Contractor is 77 responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compatible. Asphalt Concrete Classes A, B, E, F and G constructed under conditions other than listed above shall be compacted on the bases 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. The Contractor shall provide adequate platforms to enable samples to be obtained without the Engineer entering the hauling vehicle. Acceptance testing for compliance of asphalt content will use the Nuclear Asphalt Gauge Procedure: WSDOT Test Method 722 -T. Acceptance testing for compliance of gradation will use the ()mink Determination o f Aggregate Gradation Using Alternate Sovent Procedure: WSDOT Test Method 723 -T. Asphalt concrete Class D and pre - leveling mix shall be compacted to the satisfaction of the Engineer. In addition to randomly selected locatins for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density readings. These additional tests shall not impact the compaction evaluation of the entire control lot. 5- 04.3(13) Surface Smoothness The last paragraph is revised with the following: When utility appurtenances such as manhole rings and covers and valve boxes are encountered or are to be located within the asphalt pavement area, these items are either to be removed or not put in place until after the paving operation has been completed. The o lcation of each utility appurtenance and all M shall b referenced prior to . iv � I of each I Glllll Gp �GI IGI IVG and all Monuments shall be I GIrrIGI IleGU N I IVI to the start of paving operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation. After paving has been completed, the Contractor shall furnish, install and adjust new castings on all new and existing public utility structures, and new Monument Cases for all monuments as shown • on the plans. Utility Castings shall not be adjusted until the pavement is completed, at which time the center of each structure and each monument shall be relocated from the references previously established by the Contractor. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus 2 feet. The new rim shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1 -1/2 " below the finished pavement surface. On the following day, the concrete, the edges of the asphalt concrete pavement and the outer edge of the casting shall be painted with hot asphalt cement. Class G asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 78 5- 04.3(15) Asphalt Concrete Approach Add the following to the sentence: "or reconstructed," after the word "constructed ".. 5- 04.3(17) Paving Under Traffic Revise the last paragraph and sentence as follows: Change the phrase "except temporary pavement markings," to "including temporary pavement markings," 5 -04.4 Measurement Add the following to the fifth paragraph: asphalt concrete pavement with PG 64 -28 asphalt, 5 -04.5 Payment Add the following pay items: "Asphalt Conc. Pavement Class A with PG 64 -28 ", per ton. 5- 04.5(1) Quality Assurance Price Adjustment This Section is deleted. 5- 04.5(1)A Price Adjustments for Quality of AC Mix This Section is deleted. 5- 04.5(1)B Price Adjustments for Quality AC Compaction This Section is deleted. . 79 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7 -04 STORM SEWERS 7 -04.2 Materials Supplement this section with the following: Pipe used for this project from Catch Basins to the Drainage Retention Basin shall only be: Solid Wall PVC Storm Sewer Pipe 9- 05.12(1) 7-05 MANHOLES, INLETS, AND CATCH BASINS 1 -VJ 1 MI 11 i-ai, 1 • V, CATCH Materials Add the following: Catch Basins or Drain Inlets As shown on City of Yakima Standard Detail. Frames, Grates and Hoods Ductile Iron: 9- 05.15(2), 9 -06.14 and City of Yakima Standard Detail. 7 -05.3 Construction Requirements Supplement the second paragraph with the following: The term drywell shall be synonymous with the term Drainage Retention Basin for this project. The 36 -inch diameter perforated Corrugated Polyethylene Storm Sewer Pipe (smooth interior wall) within the Drainage Retention Basin shall conform to Schedule A of the Storm Sewer Pipe Schedule in Section 7 -04.2 of the Standard Specifications. An end ..L..II b.. sta ll....) ..1. the L.-.... ....A.. o f 4L... pipe. ....:1 plastic l n s t r action sheeting flap shall be installed at LIIC IICC - ends of LIIG l,/lpe. Six 11111 1 JICIOUV I.,UII LI Uliu VII JlI tIII J shall be placed over the top of the entire basin, and the sheeting shall extend and be anchored a minimum of 18- inches beyond the excavation limits of the basin walls. The Drainage Retention Basin shall be constructed in accordance with the Project Detail, and at the location and elevations shown on the Plans. 7- 05.3(1) Adjusting Manholes and Catch Basins to Grade Revise this section to read: Manholes, Catch Basins, Valve Boxes, Monument Cases and other utility castings shall be adjusted in accordance with Section 5- 04.3(13). 7 -05.4 Measurement Add the following: The lump sum payment for "Drainage Retention Basin w/36 In. Diam. Perf. Pipe" shall be full compensation for all labor, equipment and materials required for the complete installation of the basin including the 72 -inch Manhole, the 36 -inch perforated pipe, the plastic construction sheeting over the top, the drainage fabric, and the drain rock. The connecting drain pipelines entering from outside of the basin shall be paid under a separate pay item. 80 7 -05.5 Payment Add the following pay items: "Precast Conc. Catch Basin _In. Diam. ", per each. "Manhole _ In. Diam. ", per each. "Drainage Retention Basin w/36 In. Diam. Corr. Perf. Storm Sewer Pipe ", lump sum. All Cost associated with furnishing and installing "Precast Conc. Catch Basin ", "Manhole ", and "Drainage Retention Basin w/36 -inch Diam. Corr. Perf. Storm Sewer Pipe" shall include their respective Castings as shown on the Standard or Project Details for this project. 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 paragraph 2 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: "Shoring or Extra Excavation Class B ", per square foot. To read: "Shoring or Extra Excavation Class B ", per linear foot. 81 • 7 -09 PIPE AND FITTINGS FOR WATER MAINS 7 -09.2 Materials Supplement this section with the following: Pipes Fittings and Valves to he used on this project shall be the following: Pipe Ductile Iron Pipe (Class 52 Only for this project) 9- 30.1(1) • Fittings Iron _ 9_30 2(1 ) Ductile Gi � ripe •�-� i Valves Refer to Section 7 -12 of these Special Provisions. 7 -10 TRENCH EXC., BEDDING, AND BACKFILL FOR WATER MAINS. 7 -10.2 Materials Add the following item: Crushed Surfacing Top Course (for Trench Backfill) 9- 03.9(3) 7- 10.3(5) Grade and Alignment Revise this section as follows: Change the depth of cover in the first sentence of the second paragraph to 4.5 feet. 7- 10.3(9) Bedding the Pipe Revise the first sentence to read: Bedding material for ductile iron pipe may be select native granular material free from wood waste, organic material, and other extraneous or objectionable materials and shall have a maximum dimension of 2- inches. 7- 10.3(10) Backfilling Trenches Add the following: Where directed by the Engineer, i.e., street - crossing trenches shall be backfilled for the full depth with Crushed Surfacing Top Course (for Trench Backfill). 7 -10.4 Measurement Add the following to this section: Measurement of Crushed Surfacing Top Course (for Trench Backfill) shall be by the Ton. 82 • 7 -10.5 Payment Add the following bid item: "Crushed Surfacing Top Course (for Trench Backfill) ", per ton. The unit contract price per ton for "Crushed Surfacing Top Course (for Trench Backfill) shall be full compensation to furnish, place and compact the backfill in the trench. 7 -11.3 Construction Requirements 7- 11.3(9) Connections 7- 11.3(9)A Connections to Existing Mains Supplement this section with the following: The City of Yakima Water Division shall furnish and install all new Tapping Sleeves and Valves to the existing water mains. Mechanical joints to all tees and valves shall be connected with a ROMAC "Grip Ring" accessory pack per manufacturer's printed specifications and instructions, and thrust blocking shall be as shown on the Standard Details. 7- 11.3(11) Hydrostatic Pressure Test Replace the first sentence of the first paragraph with the following: All water mains and appurtenances shall be tested under a hydroastatic pressure of 180 psi. 7 -12 VALVES FOR WATER MAINS 7 -12.2 Materials Supplement the second paragraph with the following: The approved resilient seated gate valve manufacturers are: Clow, Dresser, Waterous and Mueller The approved butterfly valve manufacturers are: Pratt, Mueller and M & H Add the following: Valve Boxes: The top section of the valve boxes shall be Rich Model 940 -B, or equal, 18- inches high. The bottom section shall be Rich Model R -36, or equal, 36- inches high. Extension sections shall be Rich Model 044, or equal, 12- inches high. 83 12.5 Payment __pplement this section with following: Delete the item "Tapping Sleeve and Valve Assembly ". The Tapping Sleeve and Valve Assemblies for this project shall be furnished and installed by the City of Yakima Water Division at no cost to the Contractor. The Contractor shall do all work involving excavating, b inetaIlinn thrust hln•kinn harkfillinn tactinrr flu uchinn riiginfactinn and surface restoration for the Tapping Sleeve and Valve Assembly. This work shall be considered incidental to the work of constructing the water main, and all costs thereof shall be included in the unit contract price bid for " Pipe for Water Main _ In. Diem. ", per linear foot. Add the following to the end of the last sentence of the last paragraph: ...and all valve accessories. 7 -14 HYDRANTS 7 -14.2 Materials R this s to read as follows: Revise this section to read as r Hydrants may be purchased by the Contractor from the City of Yakima. Hydrants shall meet all provisions of the City of Yakima Municipal Code 10.10.050, which by this reference is made a part of these Special Provisions. The City of Yakima will accept hydrants of the following manufacturers provided the hydrants conform to the City's technical specifications for fire hydrants: Mueller Model A 423, Super Centurion 200 M & H 929 Waterous Pacer (Model 'vvB -67) 7 - SERVICE CONNECTIONS Revise this section as follows: All new water services for this project shall be installed by the City of Yakima Water Division. Existing water services will be extended by the City of Yakima Water Division to relocate the existing Water Meter Boxes behind the new sidewalk. The Contractor shall be responsible for all excavation, backfilling and compaction related to this work. All labor, equipment and material required to do the excavation, backfilling and compaction shall he incidental to the water main construction. 84 • 7 -17 SANITARY SEWERS 7 -17.2 Materials Supplement this section with the following: Pipe used on this project shall only be PVC Sanitary Sewer pipe conforming to 9- 05.12(1). 7 -17.3 Construction Requirements 7- 17.3(2)H Television Inspection Replace the word "may" in the first sentence of the first paragraph with the word "Shall ". Supplement the section with the following: Television inspection shall be done by City of Yakima Wastewater forces after the trench has been backfilled and compacted to the required density and before any repaving work. Television inspection shall be done following all repairs found to be needed by the air and mandrel tests. The Contractor shall make arrangements with City of Yakima Wastewater Collection at (509)575 -6118 or (509)952 -6077 at least 24 hours in advance of the test. 7 -17.4 Measurement Replace the second paragraph with the following: No separate measurement will be made for testing sewer pipe. 7 -17.5 Payment Replace the sentence following bid item "Testing Sewer Pipe " with the following: All costs for testing the sewer pipe as required in Section 7- 17.3(2) shall be included in the unit contract price for "PVC Sanitary Sewer Pipe In. Diam. ", per linear foot 85 • • • DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -13 MONUMENT CASES Construction Requirements 8-13.3 VOfl3tfL�lalVll Requirements Revise this section as follows: Delete the second and third paragraphs. Add the following:. During the prosecution of this project, the Contractor shall have a Professional Land Surveyor licensed in the State of Washington establish references to all survey monuments within the project site area. The Contractor shall be responsible for the protection of existing survey monumentation. Should any monuments be disturbed in any manner, the Contractor shall have the monuments re -set, at Contractor's expense, by the Professional Surveyor from the established references. Monument case shall be installed by the Contractor from the references established by the surveyor, after the final course of surfacing has been placed.. Installation and Adjustment of Monument Cases shall be accomplished in accordance with Section 5- 04.3(13). 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 o f th s id ewa lk 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. 8 -14.5 Payment • Add the following pay items: "Cement Conc. Sidewalk _ In. Thick ", per square yard. 86 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8 -20.2 Materials Supplement the section with the following: All conduits below grade on this project shall be: Schedule 40 PVC Underground Conduits (electrical grade - gray color) with pull rope. Additional materials to be installed on this project include, but are not limited to: junction boxes, light standards, luminaries, cement concrete anchor bases, anchor bolts, conductors, and complete electrical service • for a complete installation of the illumination system ready for service. The pull rope shall be 1/8 -inch braided nylon rope, 450 pound breaking strength (similar to King Cotton Products #5051- 4 -1/8), shall be installed in each conduit run with two (2) feet doubled back at each termination. Wiring for street lighting shall be per NEC code and shall include one #10 ground and two #6 conductors. 8- 20.2(1) Equipment List and Drawings Revise Item 1 of the fourth paragraph to read: 1. Light standards with or without pre- approved plans. Delete the last sentence of the section. 8 -20.3 Construction Requirements 8- 20.3(2) Excavating and Backfilling Revise the first paragraph to read: The excavation required for the installation of conduit, cement concrete anchor bases, and pullboxes shall be performed in such a manner as to cause the least possible injury to streets, sidewalks, and other improvements. The trenches shall not be excavated wider than necessary for the proper installation of the conduit and pullboxes. Anchor base excavation shall be augered or dug by hand with proper care to avoid damage to other utilities. Excavation shall not be performed until immediately prior to installation of conduit and /or structures. The material from the excavation shall be placed to cause the least interference to vehicular and pedestrian traffic and to surface drainage. 8- 20.3(4) Foundations Supplement this section with the following: Anchor bases shall be constructed of Portland Cement Concrete - Class 3000, poured -in- place to the depths and dimensions shown on the Plans and shall be made in one pour. The top four inches of anchor bases shall be formed and finished 24 inches square with 3/4 -inch chamfer edges and the top shall be at finish sidewalk grade or finished curb grade, depending on the location. The top four inches shall be separated from concrete surfaces by means of an expansion joint. Forms for the anchor bases shall be true to line and grade and conduit ends and anchor bolts shall be held in proper position and height by means of a temporary template. 8- 20.3(5) Conduits Revise this section to read: Conduit runs are indicated on the Plans. Conduit bends, if other than factory bends, shall have no less than an 18 -inch radius. Runs terminating in pole bases shall extend five (5) 87 • • inches above the foundation and shall be sloped toward the hand hole opening. Runs entering junction boxes shall terminate approximately two inches (2 ") above the bottom of the box and within three inches (3 ") of the box wall nearest its entry. Conduit entry into junction boxes shall terminate with a manufactured 90- degree rigid metal elbow to facilitate cable pulling. PVC conduit "push - pennys" or suitable equivalent shall be used on all terminations to keep conduits clean. .-. t d to remove b and ro edges. Field cuts hlt hp All conduit ends shall be reamed w I elmlovc burrs � �.� �.. rough sa Field cuts _ .. _ .. square and true so that ends will fit securely in PC couplings. A 1/8-inch braided nylon rope, 450 pound breaking strength, shall be installed in each conduit run with flour (4) feet doubled back at each termination. When cable is pulled, this rope shall be re- pulled along with the cable. 8- 20.3(6) Junction Boxes Revise the first paragraph to read: The terms "pullbox" and "junction box" are interchangeable. Pullboxes shall be constructed as shown on the Plans and in accordance with the City of Yakima Standard Details. Pullboxes shall not be located in wheelchair ramps or landing l _x_. shall installed tr to lin a nd grade. The Contractor shall areas. The pullboxes CI IQII be lilJ ll ta true to y � •- •�•••+• provide a good, firm foundation for the bearing surface edges of the pullboxes. The pullboxes shall be placed immediately behind the curb or sidewalk or adjacent to the lighting or signal standard foundations and shall be separated from other concrete surfaces by 3/8 -inch asphalt joint filler material. A number 4 reinforcing bar shall be placed around all pullboxes 6- inches from each side. 8- 20.3(8) Wiring Add the following:: The street lighting conductors for the lights shall each run from the adjacent light or pullbox to the appropriate pullboxes where they branch to the luminaries. Conductor sizes shall be as required or as match existing conductors. A pair of in -line fuses shall be installed in each lighting standard base. The Contractor will be required to provide all conductors needed for completing the light standard installation. 8- 20.3(10) Service Supplement this section with the following: The electrical service shall be installed in accordance with the City of Yakima Standard Details. Install modified Type B Electrical Service per WSDOT Standard Plan J -3b. The meter and service enclosure shall be mounted on one of the Light Standards designated by the Engineer or as recommended by Pacific Power. The service enclosure shall be rated NEMA Type 3R. A photoelectric control shall be installed on the service pole and connected to the contactor for the central photoelectric control. The Contractor shall submit shop drawings for all new services. The shop drawings shall show the proposed service panel layout, wiring schematics, circuit breaker layouts, and a drawing detailing the attachment to the Light Standard. • All of the work shall meet the requirements of the local electrical utility company, Pacific Power, and the National Electrical Code. The Contractor shall provide conduits to the proposed service locations shown on the • Plans. The Contractor shall coordinate the location of these services with Pacific Power. 88 • 8- 20.3(13)A Light Standards Supplement this section with the following: Light Standards shall have square base flanges requiring four (4) anchor bolts for connection to the foundation. Anchor bolt nut covers shall be provided on all Light Standards. The Light Standards on this project shall be as shown on the City of Yakima Standard Details. 8- 20.3(13)B Luminaires Add: Luminaires to be used on this project shall be 200 -Watt, 240 Volt, GE COBRA Head Luminaires. 8 -20.5 Payment Revise this section to read: Payment will be made in accordance with Section 1 -04.1, for the following bid item: "Illumination System ", per lump sum. The lump sum contract price for "Illumination System ", shall be full pay for furnishing all labor, materials, tools, and equipment necessary or incidental to the construction of the complete illumination and electrical system as shown on the Plans and herein specified. This shall include, but not be limited to, excavation, backfilling, concrete foundations, light standards, luminaries, electrical service, pullboxes, conduit, wiring, restoring facilities destroyed or damaged during construction, removing or salvaging all existing equipment, and for making all required tests. All additional materials and labor not shown on the Plans or called for herein and which are required to complete the various systems shall be considered as incidental to the construction and shall be included in the lump sum contract price, and no additional compensation shall be allowed. 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. 89 • 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. w N w n STRUCTURES, CULVERTS, AND CONDUITS 9-05 DRAINAGE S3! SSNew We26 -!s w� .,.r, CONDUITS v 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 Blank 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. 9-05 • •-,-, Metal Frame, Metal Frame, Grate and Solid Metal Cover for Catch Basins or Inlets - -- Supplement this section with the following: Castings for the catch basins on this project shall be as shown on the City of Yakima Standard Detail. 9 -22 MONUMENT CASES 9 -22.1 Monument Cases, Covers, and Risers Supplement this section with the following: Monument cases for this project shall be as shown on the City of Yakima Standard !JCtC71i. 9 -29 ILLUMINATION, SIGNALS, ELECTRICAL 9 -29.1 Conduit Revise this section to read: Conduit shall be Schedule 40 Polyvinyl Chloride (PVC) conforming to all NEC requirements regarding electrical grade - gray color PVC conduits. 90 9 -29.2 Junction Boxes Revise this section to read: Junction boxes shall be constructed of polymer concrete and reinforced by a heavy - weave fiberglass similar and equal to "Composolite" as manufactured by Quazite Corporation. Boxes and covers shall be concrete gray color. Covers shall be rated for a minimum load of 15,000 lbs, and the boxes shall be rated for a minimum of 8,000 lbs over a 10 "x10" area. The material compressive strength shall be no less than 11,000 psi and shall be tested to -50° F. The covers shall have a minimum coefficient of friction of 0.5, and shall have the logo "Traffic Signal" or "Street Lighting" as appropriate on them. 9 -29.6 Light and Signal Standards 9- 29.6(5) Foundation Hardware Revise this section to read as follows: The anchor bolts, nuts, washers, and other foundation hardware on this project shall be supplied by the light standard manufacturer, and shall be hot - dipped galvanized over their entire length and surface per ASTM A 153. 9- 29.6(6) Aluminum Light and Signal Standards (NEW SECTION) Light standards for this project shall be as shown on the City of Yakima Standard Detail. The shaft of the Aluminum Light standards and arms shall be spun tapered from all new seamless 6063 alloy aluminum tubing and shall be heat treated to T6 temper. Each shaft shall have a minimum of 6" straight length at the top to accommodate the center hub of the tapered arm. The anchored base shall be cast from A356 alloy aluminum. The anchor base shall be heat treated to a T6 condition. The anchor base casting and shaft shall be joined by a continuous and circumferential weld at the outside top and inside bottom of the anchor base. The completed assembly will be heat treated to T6 temper after all structural welding is completed. A356 alloy aluminum nut covers shall be included with each anchor base unless otherwise specified. The light standard base shall be of the "fixed" type. Accessories shall include anchor bolts (each with two heavy hex nuts and washers) as sized by the manufacturer, bolt templates, full base covers, and pole end caps. All light standards, arms and accessories shall be supplied by the same manufacturer. Light standards have eight -foot (8') arms, and shall provide a nominal fixture mounting height of thirty feet (30'). Handholes shall be 4 inches by 6 inches and shall be located 18 inches above the base. A 1/2 -inch NC ground stud shall be located inside the handholes. Davit arm members shall be conically tapered from 6" O.D. x .188" wall 6063 alloy extruded aluminum tube. The fixture end of each arm shall be a 2 -3/8" O.D. (2" pipe size) tenon. The davit arm slip shall fit onto a specially tapered pole top tenon where it will be fastened with 2 stainless steel 5/8" — 11 UNC through bolts. 91 9 -29.10 Luminaires Supplement this section with the following: Luminaires shall be General Electric Lighting Systems Roadway Luminaires, M -400A2 Power /Door with Cutoff Optics 200 -Watt, 240 Volt high - pressure sodium with charcoal filter and elastomer gasket. Ali luminaries shall be without individual photoelectric controls unless otherwise noted. The ballast and other major eiectr i cal LAM 4yV4 4G. Ito at e to be mounted on a modular assembly so that the fixture can easily be converted to a 400 -Watt fixture at a future date. The luminaire distribution type shall be type SC II. High - pressure sodium lamps shall have a 24,000 -hour rated life. 9 -29.24 Service Cabinets Supplement this section with the following: A Modified Type B service enclosure rated NEMA Type 3R as shown on WSDOT J-3b ha be used this project Standard Plan i1 ^JU shall used iris $ r... 9- 29.24(2) Electrical Circuit Breakers and Contactors Revise this section as follows: Delete the second paragraph. 9 -30 WATER DISTRIBUTION MATERIALS 9 -30.3 Valves 9- 30.3(1) Gate Valves (3 Inches to 12 Inches) Add the following: Resilient Wedge Gate Valves (3 Inches to 12 Inches), shall conform to the latest revision of American Water Works Association (AWWA) Standard C509 or C515 for Resilient Seated Gate Valves.. 92 CONTRACT of THIS AGREEMENT, made and entered into in triplicate, this 1 day of /V 11 , 2002, by and between the City of Yakima, hereinafter called the Owner, and Durand's, Inc., a Washington Corporation, hereinafter called the Contractor. WITNESSETH: 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: $121,355.99, for Yakima Office of Neighborhood Development S. 9th St. Subdivision Improvements, Project No. 1969, all in accordance with, and as described in the attached plans and specifications and the 2002 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 Forty-five (45) 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. II. 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 CONTRACTOR this I1 day of � 2002 ■2,¢ t-t, , a Corporation Contractor _/ City Manager B y Attest: e- 4 pc( ee■si KetA ,„,, (Print Name) City Clerk Its gee (President, Owner, etc.) Address: 5 , z Y 7776. • • PERFORMANCE BOND Bond #: 400SS103002 BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Durand' s , Inc . Washington a Corporation Corp as Principal and _ Fidelit y and Guaranty Insurance Company corporation organized and existing under the laws of the State of Iowa 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 $121.355.99 for the 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 the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this day of May .20 02. Never - the -less, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on May 13 , 20 , the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said a a n s n r the above bounded Principal, a certain contract, the said contract being numbered 1969 , and providing forO.N.D. S. S. 9th Street (which contract is referred to herein and is made a part hereof as though attached hereto), and, Subdivision Improvements 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 Durand' s , Inc . 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 sub - contractors 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 on 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 it shall be and remain in full force and effect. Durand's, Inc. on BY.' � °s • • U f j . (Print Name) Approved as to form:: Its: � ` ° �!� /*T y )(pid en t , O wn,etc) (CityAttomey) Fideli .y and Guaranty Insurance Company • (Su ety) By: . l< , Al�<< . Donna S. Martinez (Print Name) Its: Attorney —in —Fact 95 The of POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company Power of Attorney No. 21742 Certificate No. 71351 , KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Kenneth T. Frick, Donna S. Martinez, Ashley T. Miller and Howard S. Underwood Yakima Washington of the City of , State , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to -be signed and sealed This 14th day of April 2000 Seaboard Surety Company - United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company ' Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company / / Stl9Etr !M'� ` *N.INSp °pt �x TY . r \I•li. t �r � * ' o: _........ v fey...,. R 7927.. g.' CONR iA _ .Z f: _._ 0 _ , m �' }" SSRL, i lle.44- q �, EAL:./ 1� . .. a n'oFh£N'�"' . :• ..s • —> % el <. s' State of Maryland / t e E City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 14th day of April 2000 , before me, the undersigned officer, personally appeared John F. Phinney and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. EAS( I 4e M - rft P ! it /W In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 13th day of July, 2002. 0 � S REBECCA EASLEY - ONOKALA, Notary Public 9E CO Rev. 7 -2000 Printed in U.S.A. This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul __ Company, St. P Guardian Insurance Company- • Fire a nd ";aillle Insurance •_vua .,.. St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, _.,.., Guardian Insurance Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and affixed b f to any Po of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes the seal of the Company riiay be u���..�u by facsimile to �n� Power of Attorney or _ _ only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, 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 with respect to any bond or undertaking to • which it is validly attached; and RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I. Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance and correct Underwriters, Inc. do hereby certify that the above and foregoing is a true and t, == = copy o f th Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. I IN TESTIMONY WHEREOF, I hereunto set my hand this day of May , 2002 . ry _,,,^". ; 47"47!::4,, iY �y2l - t: . [ t •r,. , / .. * e * 44,- „UF � P .., � W + `^ ' PiGOHE 9329.. ' cortATE A w , z; N is s 1977” 99 �+"ee/, ' " �, �.82 AL .+o? Vo� °F < 51 q� iY dC p _ Zi s d r %i %.1 _ :sS� _ � 1.. L g . . s r . do ai/ Thomas E . Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1-800-421-3880 and ask,for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above -named individuals and the details of the bond to which ti:e power is attached. I I I I . ... ........ . . .. .. .. .. . ACORD CERTIFICATE OF LIABILITY INSURANCE 05/22 /2002 PRODUCER (509)248 - 3515 FAX (509)248 - 3673 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Terril , Lewis and Wilke Insurance Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 Box 1789 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 112 S 4th Street INSURERS AFFORDING COVERAGE Yakima, WA 98907 NSURED INSURER A: Transcontinental Insurance Co. Durand's, Inc. INSURERB: Continental Casualty Ins 5260 Highway 24 INSURER C: Moxee, WA 98936 INSURER D: 1 INSURER E: COVERAGES 1 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. f I LT R R TYPE OF INSURANCE P OLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE (MM /DD/YY) DATE (MM /DD/YY) GENERAL LIABILITY 2050020484 08/15/2001 08/15/2002 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) _$ 100,000 1 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 A X Per Proj Aggregate PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 I GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2 , 000 , 000 POLICY n izpi LOC AUTOMOBILE LIABILITY 2050020520 08/15/2001 08/15/2002 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS A (Per person) B X HIRED AUTOS � ORM BODILY INJURY $ X NON -OWNED AUTOS (-} eo / AS T 0 (Per accident) - r, APP 3 ! PROPERTY DAMAGE L. 111 { / (Per accident) $ GARAGE LIABILITY u 1 J AUTO ONLY - EA ACCIDENT $ °` EA ACC $ ANY AUTO . TY NII 00 .1 OTHER THAN AUTO ONLY: AGG $ EXCESS LIABILITY ` C1 1 I N (ktA� EACH OCCURRENCE $ OCCUR CLAIMS MAD CO O � AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND 2050020484/STOP GAP 08/15/2001 08/15/2002 TOR LIMITS LIMITS X ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ 1,000,000 A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS :ity of Yakima, its Agents, Employees, and elected or appointed officials are named as additional insured as respects project: S. 9th Subdivision Improvements, City Project No. 1969 Blanket Additional Insured Endorsement attached. This insurance is considered primary and non - contributory CERTIFICATE HOLDER X ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL KIXAMOMI5 MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City of Yakima komixteeetworgameffoomaxxxxxxxxxxxxxxxxxximaxxx 129 N. 2nd Street 1000k)(dEA6XA81d( 00•900 XENXXXXXXXXXX Yakima, WA 98901 AUTHORIZED REPRESENTATIVE (7A--:,6141t/41_ Christopher Malland /LEAH I ACORD 25 -S (7/97) ©ACORD CORPORATION 1988 • .. 1, ill/ 1 /1.: Cun vrrNrur'rr /s )1,11 41,10,' U -1 /Vb / -I (Ed. 04/013) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE CONTRACTOR'S BLANKET ADDITIONAL INS HEAD IT CAREFULLY. ,i ondorsornnnl rnodrlios insuranco providod undor Iho following: URED ENDORSEMENT COMMERCIAL GENERAL LIABILITY COVERAGE PART J WI 10 •IS AN INSURED (Section 11) is amended to include as an insurod any porson or organization (called additional insurod whom ( That portion of "your work" out of which add as an additional insurod on this policy undor: to tho injury or damage arises has boon put to its intended use by any porson or • 1 A written contract or agroomont; or organization other than another contractor 2. An oral contract or agreement whore a certificate same project. or subcontractor engaged in performing of insuranco showing that porson or organization operations for a principal as part of tho as an additional insurod has boon issued; but arising lho written or oral contract or agroomont must bo: b. "Bodily injury" or "properly damage" out of acts or omissions of tho additional 1. Currontl y in olfo Insured other than in connoclion with the ct or becoming olfoctivo during lho ferny of Ibis policy; and gonoral suporvision of "your work." 2 . Executed ` Tho insuranco providod to lho additional insurod door not apply to "bodily prior to tho "bodily injury' "properly d arnacjo," '.personal injury" oly injury," " proporty 1 1 y' or "advertising injury." darna Iho inrurancc, providod to (ho additional insurod is go rr "personal injury," or "advorlisin Jur arising out of an architect's, enginoor's,or limited as Iollow „: surveyor's rendering of or failure to yonder an That poison or organization is only an additional pfofossional services including: 1 • any insurod with ror o g t to liability arising out d a. The preparing, approving, pprsho or w failing to prepare a. Your promiso or approve maps, shop drawings, l ango roports, survoys, liold ordors, c ordors 1). "Your work” for that additi or drawings and specifications; and 91�a1 insurod; or C. Acts or omissions of iho additional insurod in �' Porviso as p oction activities porforrnod connoclion with the gonoral suporvision of �' or ins or part of any related architectural or "your work," enginooring activities. o 2. The Limits of C. As respects lho covorago insured insuranco applicable to tho endorsemonl, Paragraph g providod undor this q are those specified in tho COMMERCIAL GENERAL LIABILITY CONDITIONS writton contract or agroomont or oclarations for this policy, in the is amended with lho addition of the following: w 1 hobo Units of Insurancea s loss. i 4. ncluivo and not in addition to the Limits of Insurance shown in the Other Insurance Ooclaralions. b. Excess Insurance 3. Lxcopl when required by contract or agroomont, the coverage providod to lho additional insurod by This insurance is excess over: this ondorsornon1 door not apply to: Any other valid available to iho additional insurod insuranco r ° Bodily injury" or "property damago" primary, excess, contingent or on any othor a alloy: g occurring basis unless a contract (1j All work on tho that this insuranco bo Joi her primary requires r project (othor than prrjnary and noncontributing. hore required oritror primary or service, maintenance or repairs) to bo insuranco by contract, wo g b y or on behalf of the will consider any othor additional insured at tho situ of the nsurance maintained by tho covorod oporalions has boon completed; insured for injury or damage covorod d or ondorsemont to be Y this • noncontributing with this insuranco. and , 79:574: 04/95) Page 1 of 1 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON) COUNTY OF YAKIMA ) ss 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 less than the prevailing rate of wage or Tess 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 200 Notary Public in and for the State of Washington residing at 101 102 PREVAILING WAGE RATES Federal Wage Rates 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, included in these contract documents. es, 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 103 104 GENERAL DECISION WA020001 03/29/02 WA1 General Decision Number" WA020001 Superseded General Decision No. WA010001 State: Washington Construction Type DREDGING HEAVY HIGHWAY County(ies): STATEWIDE HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Date 0 03/01/2002 1 03/08/2002 2 03/15/2002 3 03/29/2002 COUNTY (ies) : STATEWIDE CARp0001W 06/01/2001 Rates COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS r (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES CARPENTERS: GROUP 1: GROUP 2: 23.18 6.00 GROUP 3: 24.29 6.00 GROUP 4: 23.45 6.00 GROUP 5: 23.18 6.00 GROUP 6: 57.45 6.00 25.56 6.00 SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES CARPENTERS: GROUP 1: GROUP 2: 22.51 6.00 GROUP 3: 23.61 6.00 GROUP 4: 22.77 6.00 GROUP 5: 22.51 6.00 GROUP 6: 55.78 6.00 24.82 6.00 WA020001 Modification 3 Federal Wage Determinations CARPENTERS CLASSIFICATIONS - • GROUP 1: Carpenter; Burner - Welder; Rigger and Signaler; Insulators (all types), Acoustical, Drywall and Metal Studs, r Layer, Sander, Finisher and Floor Metal Panels and Partitions; ��uv Form Builder; ricer ouah Framer; • R Astro Turf; Layout Carpenters; Form Build - 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, it 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 app aratus or a supplied air line. 2 WA020001 Modification 3 Federal Wage Determinations CARP0003O 12/01/2001 Rates SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, Fringes 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: CARPENTERS; ACOUSTICAL DRYWALL 26.83 8.29 FLOOR LAYERS & FLOOR FINISHERS 26.83 8 29 (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 26.98 MILLWRIGHTS 8.29 PILEDRIVERS 2 7.33 8 29 DIVERS 27.33 8.29 DIVERS TENDERS 63.75 g 2 29.33 8.29 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 WA020001 Modification 3 3 Federal Wage Determinations BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Wahkiakum shall from Longview point.) Local # Projects located within 30 miles of the respective ZONE 1: PiOjc�.�� located - city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. and less than 70 ZONE 5: Projects located more than 60 miles an miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected • city of the above mentioned cities CARP0770D 12/01/2001 Rates Fringes 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 WahKkGITumSNOHOMISH west THURSTON Pacific WHATO PIERCE, SAN JUAN, S A COUNTIES CARPENTERS AND DRYWALL APPLICATORS 27.54 7.61 7.61 CARPENTERS ON CREOSOTE MATERIAL SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER 27 67 7.61 STATIONARY WOOD WORKING TOOLS 7.61 MILLWRIGHT AND MACHINE ERECTORS 28 27.70 67 4 7.61 ACOUSTICAL WOKRERS PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE 27 74 7.61 TREATED MATERIAL, ALL PILING PILEDRIVER, BRIDGE, DOCK & 7 54 7,61 WHARF CARPENTERS 2 2 7 54 7.61 DIVERS 30.24 7.61 DIVERS TENDER WA020001 Modification 3 4 Federal Wage Determinations • (HOURLY ZONE PAY APPLICABLE TO ALL CLASSIFICATIONS EXCEPT MILLWRIGHT AND PILEDRIVER) - Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Auburn Bellingham Bremerton Anacortes Renton Shelton Yakima Aberdeen -Ho quiam Tacoma Wenatchee Ellensburg Everett Centralia Port Angeles Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay 0 -25 radius miles Free 25 -35 radius miles $1.00 /hour 35 -45 radius miles $1.15 /hour 45 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY - 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 25 -45 radius miles Free $ •70 /hour Over 45 radius miles $1.50 /hour CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS AND DRYWALL APPLICATORS 20.72 CARPENTERS ON CREOSOTED MATERIAL 7.47 SAWFILERS, STATIONARY POWER S37 20 82 7.47 OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLERS, FLOOR SANDER OPERATORS MILLWRIGHT AND MACHINE ERECTORS 2 85 7.47 PILEDRIVER, DRIVING, PULLING, 28 8 22 7.47 CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING PILEDRIVER, BRIDGE DOCK AND 27.42 7.47 WHARF CARPENTERS DIVERS 27.22 7.47 DIVERS TENDER 65.81 6.62 29.28 6.62 WA020001 Modification 3 Federal Wage Determinations 5 (HOURLY ZONE PAY APPLICABLE TO ALL CLASSIFICATIONS EXCEPT MILLWRIGHT AND Hourly Zone Pay shall be paid on jobs located outside computed from the city center of the of the free zone comp "` following listed cities: Olympia Bellingham Seattle Auburn Bremerton Anacortes Shelton Yakima Renton Wenatchee Aberdeen- Hoquiam Tacoma Port Angeles Ellensburg Everett Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay 0 -25 radius miles Free 25 -35 radius miles $1.00 /hour 35-45 radius miles $1.15 /hour , 45 -55 radius miles $ 1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY - 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 6 WA020001 Modification 3 Federal Wage Determinations ELEC0046A 06/04/2001 - Rates CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Fringes ELECTRICIANS CABLE SPLICERS 31.50 3% +8.88 34.65 3% +8.88 ELEC0048C 01/01/2002 CLARK, KLICKITAT AND SKAMANIA COUNTIESates Fringes ELECTRICIANS 30.20 CABLE SPLICERS 3% +11.00 30.45 3% +11.00 ELEC0073A 01/01/2002 Rates Frines ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES ELECTRICIANS CABLE SPLICERS 23.82 3% +9.58 24.22 3% +9.58 ELEC0076B 07/01/2001 Rates Fringes GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES ELECTRICIANS 28.29 CABLE SPLICERS 3% +10.32 31.12 3% +10.32 ELEC0077C 02/01/2002 LINE CONSTRUCTION: Rates Fringes CABLE SPLICERS LINEMEN, POLE SPRAYERS, 35.44 3.875% +7.20 HEAVY LINE EQUIPMENT MAN LINE EQUIPMENT MEN 27.91 3.875% +5.45 31.96 3.875% +7.45 POWDERMEN, JACKHAMMERMEN GROUNDMEN 244'72 2 3.875% +5.45 TREE TRIMMER 23.27 3.875% +5.45 22.46 3.875% +5.45 ELEC0112E 12/01/2000 Rates ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS WALLA WALLA, YAKIMA COUNTIES ELECTRICIANS CABLE SPLICERS 27.75 3% +6.93 29.14 3% +6.93 WA020001 Modification 3 7 Federal Wage Determinations • ELEC0191C 08/31/2001 Rates Fringes ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES . 29.66 3� +833 ELECTRICIANS 33.23 3%+8.33 8 33 CABLE SPLICERS ELEC0191D 08/31/2001 Rates Fringes CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES • 26.66 3%+8.03 • ELECTRICIANS 29.33 3%+8.03 CABLE SPLICERS ELEC0970A 01/01 /2002 Rates Fringes COWLITZ AND WAHKIAKUM COUNTIES .5 75 33%+8.75 ' ELECTRICIANS 27.55 3% +8.75 CABLE SPLICERS ENGI0302E 06/01/2001 Rates Fringes 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 JUAN, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF TE T COUNTIES 120TH MERIDIAN) • PROJECTS ro B projects, as show CATEGORY A PROJECTS (excludes Category p J below) POWER EQUIPMENT OPERATORS: Zone 1 (0 -25 radius miles): 29.61 8.38 GROUP lAAA 29.11 8.38 GROUP 1AA 28 11 8.38 GROUP 1A 28.11 8.38 GROUP 1 27.67 8.38 GROUP 2 27.31 8.38 GROUP 3 25.21 8.38 GROUP 4 Zone 2 (26 -45 radius miles) - Add $ .70 to Zone 1 rates • Zone 3 (Over 45 radius mile's) - Add $1.00 to Zone 1 rates BASEPOINTS: Bellingham, Mount Vernon, Kent, Port Angeles, Port . Townsend, Aberdeen, Shelton, Bremerton, Wenatchee, Yakima, Seattle, Everett 8 WA020001 Modification 3 Federal Wage Determinations POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes -over 300 tons or 300 ft. of boom (including job with attachments) GROUP IAA - Cranes - 200 tons to 300 tons or 250 ft. of boom (including jib and attachments); Tower crane over 175 ft. in height, base to boom GROUP 1A - Cranes - 100 tons thru 199 tons or 150' 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; Loader - overhead, 8 yards and over; Shovel, 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; Shovel, excavator, 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); Barch Plant opeator- concrete; Bump cutter; Cranes -20 tons thru 44 tons with attachments; Cranes - overheads, 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 yds.; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers- asphalt plant; Motor patrol graders- finishing; Pildriver (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, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blow 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; Cranes -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers D9 and under; Forklifts -3000 lbs and over with attachments; horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strao tower bucket elevators; Hydralifts /boom truck -over 10 tons; Loader - elevating type belt; Motor Patrol Grader - non - finishing; Plant Oiler - asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws - concrete; Scrapers- concrete and carryall; Service engineers- equipment; Trenching machines; Truck crane oiler/ driver -under 100 tons Tractors, backhoes -under 75 hp WA020001 Modification 3 9 Federal Wage Determinations 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 0 tons and under; Oil �:n� yam ��••� � - --- -- _____, _ distributors, blower distribution and mulch seeding operator; Pavement breaker; Post Hole Digger - mechanical; Power Plant; Pumps - water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shot crete /gunite equipment operator CATEGORY B PROJECTS - 95% of the basic hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply to the following projects. Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and 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 (docks, wharfs, etc.) less than $150,000. WORK PERFORMED ON HYDRAULIC DREDGES: - Total Project Cost $300,000 and over GROUP 1 26.85 8.38 GROUP 2 26.95 8.38 GROUP 3 27.29 8.38 27.34 8.38 GROUP 4 28.71 8.38 GROUP 5 GROUP 6 26.85 8.38 .- GROUP 1: Assistant Mate (Deckhand) GROUP 2: Oiler e1 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 Total Project cost under $300,000 GROUP 1 25.51 8,38 GROUP 2 25.60 8.38 GROUP 3 25.93 8.38 GROUP 4 25.97 8.38 GROUP 5 27.29 8.38 .. GROUP 6 25.51 8.38 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 -- WA020001 Modification 3 10 Federal Wage Determinations HEAVY WAGE RATES (CATEGORY A) APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. HANDLING OF HAZAARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible 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. ENGI0370C 06/01/2001 Fringes ADAMS, ASOTIN, BENTON, CHELAN (EAST OF a 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: POWER EQUIPMENT OPERATORS: GROUP 1A 20.94 6.02 GROUP 1 21.49 GROUP 2 6.02 GROUP 3 21.81 6.02 GROUP 4 22.42 6.02 GROUP 5 22.58 6.02 GROUP 6 22.74 6.02 23.02 6.02 GROUP 7 23.29 GROUP 8 6.02 24.39 6.02 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 WA020001 Modification 3 11 Federal Wage Determinations POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (u 2000 CFM, 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 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 Op (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" bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginaw 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 WA020001 Modification 3 12 Federal Wage Determinations • • • GROUP 4: Concrete Pumps (squeeze - crete, 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" bit) 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" 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 Operaotr (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 & equilvalent & 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 dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front -end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL WA020001 Modification 3 13 Federal Wage Determinations • • 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' to 250' $ .30 over scale Over 250' $ .60 over scale • NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. • ENGI0370G 06/01/2000 Rates Fringes 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 GROUP 1: 24.23 5.77 GROUP 2: 24.60 5.77 GROUP 3: 24.63 5.77 25 02 5,77 GROUP 4: GROUP 5: 24.13 5.77 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. WA020001 Modification 3 14 Federal Wage Determinations • ENGI0612A 06/01/2001 Rates Fringes 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) POWER EQUIPMENT OPERATORS: ZONE 1 (0 -25 radius miles): GROUP 1AAA 29.61 8.38 GROUP IAA 29.11 8.38 GROUP 1A 28.61 8.38 GROUP 1 28.11 GROUP 2 8.38 27.67 8.38 GROUP 3 27.31 GROUP 4 8.38 25.21 8.38 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 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes -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, base to boom GROUP 1A - Crane 100 tons thru 199 tons, or 150 of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Shovel, excavator, backhoes -6 yds and over with attachments GROUP 1 - Cableways; Cranes -45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type - 45 tons thru 99 tons; 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 yds and over; Slipform pavers; Transporters -all track or truck type WA020001 Modification 3 15 Federal Wage Determinations • GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump cutter; Cranes -20 tons through 44 tons with attachments; Crane - overhead, bridge type -20 tons thru 44 tons; Chipper, Concrete Pump -truck mounted with boom attachment; Crushers; Deck Engineer /Deck Winches (power); Drilling machine; shovel, backhoe-3yard Excavator, 5������, s and under; Finishing machine, .,�.,,....._ _1 - - -- Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders, overhead under 6 yds.; Loaders, plant feed; Locomotive -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 yds.; Subgrader trimmer; Tractors, backhoes over 75 hp.; Transfer material service machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane Oiler /driver -100 toms and over, Truck Mount Portable Conveyor; Yo Yo Pay dozer. GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; Cranes -A -frame over 10 tons; Drill Oilers -Auger type, truck or crane mount; Dozers -D -9 and under; Forklifts -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; Pumps, Concrete; Roller, plant or multi -lift materials; Saws - concrete; Scrapers- Concrete and Carry all; Trenching machines; Truck Crane Oiler /Driver -under 100 tons; Tractor, backhoe -under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Crane -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; Roller -other than Plant Mix; Wheel Tractors, Farmall type; Shotcrete /Gunite Equipment Operator rate for each hourly B PROJECTS - 95% of the basic .l�u��r 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 WA020001 Modification 3 16 Federal Wage Determinations WORK PERFORMED ON HYDRAULIC DREDGES: Total Project cost $300.,000 and over GROUP 1 GROUP 2 26.85 8.38 GROUP 3 26.95 8.38 GROUP 4 27.29 8.38 GROUP 5 27.34 8.38 GROUP 6 28.73 8.38 26.85 8.38 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 Total Project Cost under $300,000 GROUP 1 GROUP 2 25.51 8.38 GROUP 3 25.60 8.38 GROUP 4 25.93 8.38 GROUP 5 25.97 8.38 GROUP 6 27.29 8.38 25.51 8.38 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 HEAVY WAGE RATES APPLIES TO CLAM SHEEL 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 - 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 WA020001 Modification 3 17 Federal Wage Determinations * ENGI0701D 01/01/2002 Rates Fringes CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER EQUIPMENT OPERATORS (See Footnote A ZONE 1: 28.55 8.95 GROUP 1 29.98 8.95 GROUP 1A 31.41 8.95 • GROUP 1B 27.34 $,95 GROUP 2 26.60 8.95 GROUP 3 26.0 8.95 GROUP 4 25.50 8 GROUP 5 23.20 8.95 GROUP 6 Zone Differential (add to Zone 1 rates): Zone 2 - $1.50 Zone 3 - 3.00 For the following metropolitan counties: MULTNOMAH; CLACKKAIAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: • • All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 onWashinaton g • 22 and all jobs or projects located in Yamhilll Count Y, W in County and Columbia County and all jobs or p j +- that portion of Cowlitz Clark & Cowlitz County, Washington except County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outsidepthelidentified nd boundary above, but less than 50 classifications Hall shall receive Zone II pay for 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. 18 WA020001 Modification 3 Federal Wage Determinations POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and /or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, Dil, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and /or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (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 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. WA020001 Modification 3 19 Federal Wage Determinations 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. GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screeman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi - engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side -boom Operator; Cable -Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine); Hydro Axe (loader mounted or similar type); COMPACTORS SELF - PROPELLED: Compactor Operator, with blade; Compactor Operator, multi - engine; Compactor Operator, robotic; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K -17 or similar types); Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane hoist five (5) ton capacity or less; 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; DRILLING: Drill Doctor; Boring Machine Operator; Driller- Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel - electric Engineer; Jack Operator, elevating barges, Barge Operator, self - unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel - Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel - electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); Combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface 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 WA020001 Modification 3 20 Federal Wage Determinations lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra -, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator,single engine, single scraper; Self - loading, paddle wheel, auger type under 15 cu. yds.; Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push -pull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationay Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade -all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR - RUBBERED TIRED: Tractor operator, rubber - tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber -tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type); Roto -Mill, pavement profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumperete Operator (any type); Pavement Grinder and /or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller- Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and /or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A -frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm-Drill and Earth Boring Machine Operator; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; WA020001 Modification 3 21 Federal Wage Determinations FORKLIFT: Lull Hi -Lift Operator or similar type; Fork Lift, over 5 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 oeprator, 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 DJB's Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self- propelled; Pulva -mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self - propelled construction job site; TRACTOR - RUBBER TIRED: Tractor operator, rubber - tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type); Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A -frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self - propelled Scaffolding Operator, construction job site (exclduing working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; 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; 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 WA020001 Modification 3 22 Federal Wage Determinations ENGI0701E 06/01/2001 Rates CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA Fringes AND WAHKIAKUM COUNTIES DREDGING: ZONE A LEVERMAN, HYDRAULIC LEVERMAN, DIPPER, 31.80 7. 75 FLOATING CLAMSHELL ASSISTANT ENGINEER 31.80 7. 75 TENDERMAN 29.69 7.75 ASSISTANT MATE 2 7.75 266..15 15 7.75 ZONE B LEVERMAN, HYDRAULIC LEVERMAN, DIPPER, 33.80 7.75 FLOATING CLAMSHELL ASSISTANT ENGINEER 33.80 7.75 31.69 7.75 TENDERMAN ASSISTANT MATE 30.72 7.75 28.15 7.75 ZONE C LEVERMAN, HYDRAULIC LEVERMAN, DIPPER, 34.80 7 75 FLOATING CLAMSHELL ASSISTANT ENGINEER 34.80 7. 75 TENDERMAN 32.69 7.75 ASSISTANT MATE 31.72 7.75 29.15 7.75 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. IRON0014F 07/01/2001 Rates ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES IRONWORKERS 24.52 11.35 WA020001 Modification 3 Federal Wage Determinations 23 • • IRON0029I 07%Oli 2 0 0 1 Rates Fringes CLARK, CLALLAM, CHELAN, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, • KING, KITTITAS, KLICKITAT, KITS�TAJRSTONWIWAHKAIOKUM ,PWHATCOM PIERCE, SKAGIT, SKAMANIA, SNOHOMISH, YAKIMA COUNTIES 25.82 11.35 IRONWORKERS LAB00001D 06/01/2001 , • . . . . Rates Fringes CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES LABORERS: ZONE 1: 14.46 5.80 GROUP 1 16.78 5.80 GROUP 2 18.50 5.80 GROUP 3 18.98 5.80 GROUP 4 19.34 5.80 GROUP 5 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 h= 11 . a l l 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 CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE PI SAANJUANN, SKAAGIT,COSNOHOMISH, PACIFIC ) WHATCOM PIER , COUNTIES LABORERS: ZONE 1: 16.92 5.80 GROUP 1 19.24 5.80 GROUP 2 23.92 5.80 GROUP 3 24.40 5.80 GROUP 4 24.76 5.80 GROUP 5 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $ .70 ZONE 3 - $1.00 24 WA020001 Modification 3 Federal Wage Determinations 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 cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; agma 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'); 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). WA020001 Modification 3 25 Federal Wage Determinations • LAB00238E 06/01/2001 - Rates Fringes 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 LABORERS: ZONE 1: GROUP 1 17.66 5.00 GROUP 2 19.76 5.00 GROUP 3 20.03 5.00 GROUP 4 20.30 5.00 GROUP 5 20.58 5.00 GROUP 6 21.95 5.00 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 ng an l v-.g. of all l re.. y uu Scai v a Gi Qi.i- material); ; Dulitp l[la il; 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 WA020001 Modification 3 26 Federal Wage Determinations 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; 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 LABO0238G 06/01/2001 Rates Fringes • COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN HOD CARRIERS 21.35 5.00 WA020001 Modification 3 27 Federal Wage Determinations LAB00335A 06/01/2001 - - Rates Fringes 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 ZONE 1: LABORERS: GROUP 1 22.27 6.75 GROUP 2 22.77 6.75 GROUP 3 23.15 6.75 GROUP 4 23.47 6.75 GROUP 5 20.12 6.75 GROUP 6 18.06 6.75 GROUP 7 15.36 6.75 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. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean -up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; 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) WA020001 Modification 3 28 Federal Wage Determinations 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 GROUP 7: Landscaping or Planting Laborers LAB00335L 06/01/2001 Rates Fringes 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 HOD CARRIERS 24.64 5.75 PAIN0005B 06/01/2001 Rates Fringes STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES STRIPERS 21.25 6.01 WA020001 Modification 3 29 Federal Wage Determinations • • PAIN0005D 03/01/2000 Rates Fringes CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, • MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES PAINTERS 22.94 3.73 PAIN0005G 07/01/2001 Rates Fringes 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 PAINTERS *: l - _ Striping, Brush, iCV Roller, Steam - cleaning and Spray 19.17 4.24 Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, Bridges, Towers, Tanks, Stacks, Steeples 20.17 4.24 . TV Radio, Electrical Transmission Towers 20.92 4.24 Lead Abatement, Asbestos Abatement 20.17 4.24 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. PAIN0055C 11/01/1999 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES PAINTERS: Brush & Roller 17.10 3.48 Spray and Sandblasting 17.70 3.48 Hi High work - All w ork yu wvi.n All ...._ 60 ft. or higher 17.60 3.48 PAIN0055L 06/01/2000 • Rates Fringes • CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES PAINTERS: HIGHWAY AND PARKING LOT STRIPER 21.88 4.76 WA020001 Modification 3 30 Federal Wage Determinations PLAS0072E 06/01/1999 Rates Fringes ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES ZONE 1: CEMENT MASONS 21.57 5.24 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 PLAS0528A PLAS0528A 12/01/2001 Rates Fringes CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES CEMENT MASON 27.16 8.99 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE 26.41 8.99 PLAS0555B 06/01/2001 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES ZONE 1: CEMENT MASONS 24.04 9.00 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS 24.48 9.00 CEMENT MASONS ON SUSPENDED, SWINGING AND /OR HANGING SCAFFOLD 24.48 9.00 CEMENT MASONS DOING BOTH COMPOSITION /POWER MACHINERY AND SUSPENDED /HANGING SCAFFOLD 24.93 9.00 WA020001 Modification 3 31 Federal Wage Determinations 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: BEND, CORVALLIS, EUGENE, LONGVIEW, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE than from the hall GUN ZONE 5: More than 80 miles LLVm sue respective city PLUM0032B 01/01/2002 Rates Fringes • CLALLAM, KING AND JEFFERSON COUNTIES PLUMBERS AND PIPEFITTERS 32.08 11.53 PLUM0032D 06/01/1999 Rates Fringes CHELAN, KITTITAS (NORTHERN TIP), DOUGLAS (NORTH), AND OKANOGAN (NORTH) COUNTIES PLUMBERS AND PIPEFITTERS 23.47 8.67 PLUM0044C 06/01/2001 Rates Fringes ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY (EASTERN PART), LINCOLN (EASTERN PART), PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN COUNTIES PLUMBERS AND PIPEFITTERS 26.21 9.14 * PLUM0082A 06/01/2001 Rates Fringes CLARK (NORTHERN TIP INCLUDING WOODLAND), COWLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAMANIA, THURSTON AND WAHKIAKUM COUNTIES PLUMBERS AND PIPEFITTERS 24.57 14.72 PLUMO265C 06/01/2001 Rates Fringes ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHATCOM COUNTIES PLUMBERS AND PIPEFITTERS 28.37 10.24 WA020001 Modification 3 32 Federal Wage Determinations • PLUMO290K 10/01/2001 Rates Fringes CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) PLUMBERS AND PIPEFITTERS 31.52 10.80 PLUM0598E 06/01/2001 Rates Fringes 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 PLUMBERS 28.85 11.55 PLUM0631A 06/01/2001 Rates Fringes MASON (NE SECTION), AND KITSAP COUNTIES PLUMBERS /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 14.55 7.98 All other work where the plumbing and mechanical cost of the project is $100,000 and over 24.65 13.41 WA020001 Modification 3 33 Federal Wage Determinations • TEAM0037C 06/0 1/onni Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SK.AMANIA, AND WAHKIAKUM COUNTIES TRUCK DRIVERS ZONE 1: GROUP 1 23.40 8.30 GROUP 2 23.52 8.30 GROUP 3 23.65 8.30 GROUP 4 23.91 8.30 GROUP 5 24.13 8.30 GROUP 6 24.29 8.30 GROUP 7 24.49 8.30 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: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. • ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated dump truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete pump truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. • yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and /or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup truck; Solo Flat Bed and misc. Body Trucks, 0 -10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman WA020001 Modification 3 34 Federal Wage Determinations GROUP 2: Boom truck /hydra lift or retracting crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks /articulated dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi - trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver - Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum trucks; Water truck /Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia nitrate distributor driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated dump trucks; 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) TEAM0174A 06/01/2001 Rates Fringes 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 TRUCK DRIVERS; GROUP 1: 24.94 9.12 GROUP 2: 24.36 9.12 GROUP 3: 22.08 9.12 GROUP 4: 18.00 9.12 GROUP 5: 24.70 9.12 WA020001 Modification 3 35 Federal Wage Determinations TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, - Westinghouse, Athye Wagon, Euclid Two and Four - Wheeled power tractor with trailer and similar top - loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi - trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Drive Spreader, L l � hcr+ - Tr -r, c+i +- m4x o,a .l us i ,, 1 y in lac 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 $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.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. WA020001 Modification 3 36 Federal Wage Determinations ZONE DIFFERENTIALS Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRAVEL - Zone A - 0 - 25 miles - Free Zone Zone B - 25 - 45 miles - $ .70 per hour. Zone C - Over 45 miles - $1.00 per hour. TEAM0760C 06/01/1999 Rates Fringes ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, AND WHITMAN COUNTIES TRUCK DRIVERS (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: (INCLUDES ALL OF YAKIMA COUNTY) GROUP 1 17.42 7.31 GROUP 2 19.69 7.31 GROUP 3 20.19 7.31 GROUP 4 20.52 7.31 GROUP 5 20.63 7.31 GROUP 6 20.80 7.31 GROUP 7 21.33 7.31 GROUP 8 21.66 7.31 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) WA020001 Modification 3 37 Federal Wage Determinations • GROUP 3: Auto Crane (200 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 Straddle Carrier Hyster, & similar); Tp Driver; Straddle �ai.i ia.,i (Ross, .a Z . ., ....�, & .. �...1....... , , ireerson; _ _-- r - - -___ 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, DW's & similar with l - p gallonage or .. t with trailer, gllonage w��r� � or more :.he..� - - yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated • trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds,); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. 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. NOTE: Trucks Pulling Equipment Railers: shall receive $.15 /hour over applicable truck rate WA020001 Modification 3 38 Federal Wage Determinations 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 (29 CFR 5.5(a) (1) (v)) . In the listing above, the "SU" designation means that rates listed under that 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, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 WA020001 Modification 3 39 Federal Wage Determinations The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of th Ar n ; s tratnr i s 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, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION WA020001 Modification 3 40 Federal Wage Determinations 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 Office of Neighborhood Development S. 9 th Street Subdivision Improvements City Project No. 1969 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. 105 106 ITEM PROPOSAL BID SHEET City of Yakima Office of Neighborhood Development S. 9 Street Subdivision Improvements City Project No. 1969 NOTE: Bidder must bid both Schedules combined as one project bid (See Page 111). ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS SCHEDULE A - ROADWAY 1 SPILL PREVENTION PLAN 1 LS MO /00 G° 1 -07.15 2 MOBILIZATION 1 LS , :� «� �,���� 'r 1 -09.7 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min Bid $8,500 1 LS 1- 10.5 4 TRAFFIC CONTROL SUPERVISOR 320 HR j 1' 4 : c ° p_ ,- 1- 10.5 5 CONSTRUCTION SIGNS CLASS 'A' 80 SF / " 0 ej 1 -10.5 6 ROADSIDE CLEANUP 1 FA 1500.00 1500.00 -- 2 -01.5 7 REMOVAL OF STRUCTURE AND OBSTRUCTION 1 LS Eco g00 = 2 -02.5 8 ROADWAY EXCAVATION INCL. HAUL 290 CY 7 6:7! 2 t 83 2 -03.5 9 SHORING OR EXTRA EXCAVATION CLASS B 70 LF , .s 0 2 -09.5 107 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS 10 CRUSHED SURFACING BASE COURSE 433 TON ;1 qg 7 s749 0 4-04.5 11 ASPHALT CONC. PAVEMENT, CLASS 'A WITH PG 64-28 145 TON 4 5-04.5 12 SOLID WALL PVC STORM SEWER PIPE, 12 IN. DIAM. 55 LF 82•S -- 7-04.5 13 PRECAST CONC. CATCH BASIN 30 IN. DIAM. 2 EA & 7-05.5 14 DRAINAGE RETENTION BASIN w/36 IN. DIAM. PERF PE PIPE 1 LS /3, iis Lis 4/ .co 7-05.5 15 STRUCTURE EXCAVATION CLASS B INCL. HAUL 35 CY / 7-08.5 16 CRUSHED SURFACING TOP COURSE for Trench Backfill 50 TON / 7-08.5 17 CEMENT CONCRETE BARRIER CURB & GUTTER 655 LF ti c2 8-04.5 1 18 'MONUMENT CASF AND COVER 2 EA z 8-13.5 19 CEMENT CONCRETE SIDEWALK — 4 INCH THICK 495 SY /S 8-14.5 20 CEMENT CONCRETE SIDEWALK - 6 INCH THICK 78 SY 8-14.5 21 ILLUMINATION SYSTEM 1 LS I boo 8-20.5 22 REPAIR OR REPLACEMENT 1 FA 5000.00 5000.00 --- I g m" , TOTAL SCHEDULE A BID: 1 =',i; . t . 1 . -1 11Virr ,140..aratiA 2c4 t, 108 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS SCHEDULE B - UTILITIES 1 SPILL PREVENTION PLAN 1 LS /66 c- '00 1 -07.15 MI 2 MOBILIZATION 1 LS0r yp -09.7 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min Bid $3,000) 1 LS s`c c z ~'` y,j c.' s 1-10.5 4 TRAFFIC CONTROL SUPERVISOR 40 HR 11= MI i 1 -10.5 5 CONSTRUCTION SIGNS CLASS 'A' 32 SF 72- 1 -10.5 6 SHORING OR EXTRA EXCAVATION CLASS B 740 LF ' n c'°' 2 -09.5 7 7 MANHOLE 48 IN. DIAM 7 -05.5 8 CRUSHED SURFACING TOP COURSE (for Trench Backfill) 100 TON / t' z ' °'= 7 -08.5, 7 -10.5 9 STRUCTURE EXCAVATION CLASS B INCL. HAUL 510 CY SIMMINUMMINE1 _- 7 -08.5 10 DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM. 515 LF N 7 -11.5 L�i 3 ! cm `°''` `' MI 11 GATE VALVE 8 IN 1 EA IMEIMMIEEMEMINI -- 7 -12.5 12 HYDRANT ASSEMBLY 1 EA 216* `� '- 7 -14.5 —�� oc - 13 PVC SANITARY SEWER PIPE 8 IN DIAM. 210 LF a 7 -17.5 �, 14 PVC SANITARY SEWER PIPE 4 IN. DIAM. 40 LF io `° wii -- 717.5 SUB -TOTAL SCHEDULE B: ■■ 38 on STATE SALES TAX (7.9 %): ' r 3 o TOTAL SCHEDULE B BID: - 109 J °27 �/ I• • 112 Ub /13/2UO2 U7:33 [6002/002 BID BOND FORM • Herewith find d - posit in th f• m of a certified check, cashiers check, cash, or bid of $ bond in the amount 7. it w amount is not less thart five percent of the total i - Sign Here .. - ° - - - - ---- -- BID BOND KNOW ALL MEN BY THESE PRESENTS: That we. Durand's, Inc. Fidelity and Guaranty Insurance Company , as principal, and as Surety, are held and firmly bound unto the City of Yakima, as Obligee. in the penal sum of Five percent of amount bid 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 S 9th Street Subdivision Improvements terms of the proposal or bid made by the Principal therefor, and the Principal shall duty according make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall bb and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond_ • SIGNED, SEALED AND DATED THIS 13 DAY OF May Durand' - r e ms • ity and UP{��, surance Company 0 4 - -� w -- D•nna S. Martinez Attorney- in4a.ct 20 Received return of deposit in the sum of $ • • • • • 11 This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, 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 with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of • Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this 13 day of May , 2002 . $WiE \♦!1 ` �pti, x n' ��' 1,, / �t '�/o * ( $ J f y p� ' .•y , �� o f ua� a r p=: V" V ' p _ e ixca g r' SSAL p 1896 t 1 - 1951 O ret! fS IS . ANy , s d A � ..A� i}, �, „ „ S �i� t Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1- 800- 421•3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above -named individuals and the details of the bond to which the power is attached. • ®® POWER OF ATTORNEY ------ %SeN Et Teal Seaboard Surety Company' United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company ' I Power of Attorney No. 21742 Certificate No. ( ti b , b KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Kenneth J. Frick, Donna S. Martinez, Ashley T. Miller and Howard S. Underwood I Yakima Washington of the City of , State , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed' and sealed this " 14th day of April 2000 Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company n ^ ri 4 n susEr,, y, dP o`�N"�x i4 "� c 4\ � t.sve i 4 'i " ,1y n� u,n�.,,� #1,04, KT- / ' LL S com, TE Y : g '",.'9 JWi :.ct^ s a `� N - woRPoRAtfD e . z i _ g an I JOHN F. PHINNEY, Vice President 19 27 *��1S�"FT., !;, 1836 @ e t e;a7t t t. _r 9� * S * * 1 .. l oa f '•:. r� f iNq A d F � °lr • `' L /V oFnet� S � . a N .r ,:�'.. State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 14th day of April 2000 , before me, the undersigned officer, personally appeared John F. Phinney and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. Gp P EAst / t � � N B�R Y S In Witness Whereof, I hereunto set my hand and official seal. PUB, I My Commission expires the 13th day of July, 2002. �i p� E C V o REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev. 7 -2000 Printed in U.S.A. ' 0,_ ) 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: - 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. 115 116 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." 117 • 118 SUBCONTRACTOR LIST Prepared in compliance with RCW 39.30.060 as amended (To be submitted with the Bid Proposal) Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non - responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name ■r(Y Item Numbers L� LQ - -14- 1 q , 2,/0 � `� Subcontractor Name � Item Numbers (1,(A.pk. -- W- 1 1 Subcontractor Name VD61 L ' Item Numbers .t(8 Subcontractor Name Item Numbers kQC c. � . - .x''74 Subcontractor Name Item Numbers Bid Items to be performed by the Prime Contractor: 5`',{ ( 1 1 . 2 I LI (210, -- 1, , r, /o / t 3 ,t ) Prime Contractor Name D Cam° ►'�'� Item Numbers i a(A ); _ f° / ° [ 2- 119 120 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. 121 122 RESOLUTION NO. D • 403 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. �QQ • ADOPTED BY THE CITY COUNCIL this .�4 ut day of ,c-,cre._- , 1983. y CI It r w, A. Oa A .0 - Mayor ATTEST: City Clerk 123 124 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. 125 • • 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. 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. The contractor s h a ll make every effort to promote after school- summer and vacation j. 1 1 IG l+Lll 161 QLLLdI shall ! I IGrtG S;v�� y effort , ... promote after - - � - - - - - 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 i 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. 126 • 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: (BIDDER) certifies that: 1. It intends to use the following listed construction trades in the work under the contract .�,(r.) ft, - - ,j ; ti �L;, X1A ' ; •. Li\:1It'4/ (11,J,ri!. i ��� �.� I .,. ,,,,u=' �__ \o - Y / ��1 \ /)�t i 11 a `' _. ( I f �,i 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 these Bid Conditions. (Signature of Authorized Representative of Bidder) 127 • 128 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) 129 • 130 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 its 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 131 • him the requirement to come forward with evidence to show that he has met the "good faith" c. Affirmative � Action io� +inn �tepG requirements of these Bid Conditions by instituting at least the Specific �i 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 subcontractor can comply with the requirements of Executive Order 11246, as amended, ended, 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. • 132 PROPOSAL CITY OF YAKIMA OFFICE OF NEIGHBORHOOD DEVELOPMENT S. 9 STREET SUBDIVISION IMPROVEMENTS City Project No. 1969 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 ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND 'in IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) SIGNATURE OF // AUT RIZED FFICIAL(s) ti5`GN*O ...,. - L0, 4 A A 4 ra-4,----124 CS,AC i/4 FIRM NAME (ADRESS) j (,_°°Ci. )4, zr PHONE NUMBER 1 STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER & ,a p 00 2,# `% FEDERAL ID No. 1 � 1 ` �.�1 1 (t11 J 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. 133 • 134 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. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. 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 less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. 1,0: SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information WILL NOT render the bid non - responsive. MBE/WBE FORM It is requested that The Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non- responsive. 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. 135 PLANS & DETAILS Project Details City Standard Details Traffic Control Plan (Informational Copy) 0 O CAST IRON M.H. RING & COVER -11 Olympic MI-133 RIM EL PER PLANS ¢Z I 1 �� MANUFACTURER'S STANDARD G �� ������� 2 �� 0 REINFORCED SLAB, H2O LOADING 12" PVC DRAIN DRAINAGE FABRIC ALL AROUND THE PIT 5 i PIPE INLET AND 6 MIL PLASTIC SHEETING OVER THE TOP TO BE ANCHORED A MIN OF 18" BEYOND TOP EL. PER PLANS THE PIT Q r PLP S ° ° : °O OO °O °o °O OO ° O o °o °p°o °OOO °c \\ m m I v N t :p 0: °00:0 00 : ° °0 0 °0 0 : p O °p 0 7 ° p Op O 0 0 O p 0 Op � J 7 � ° ° ° ° ° ° p O ° ° ° 00 ° ° ° ° ° °O O i — I 72" DIAM. MANHOLE 7 0 0 0 :0 0 0 0 o p :° o: o° 0 0 ° 0 0 O 0: a° o DRAIN ROCK WITH 40% VOIDS (TYP) \\ 9 00°00°0000°0000 O 4000 °° 0"0 ° o °O \/ THIS SIDE MIRRORS ° o 0 ° o p ° o ° o ° r J o p ° o m OPPOSITE SIDE r 9 .° ° ° 0 o ° ° o o 0 o p • � . 0 ° ° O ■ 0.9 4 ° 0.40. Q° 00 o 36" PERF. CORR. P.E. PIPE ° O o o :° o° ,° �o ° 0 0 y r 1 END CAP 1 (1) 7 I.E. • 1 i Os • o . Y J O O Q � � p °0 00 0 0 : °0 0 YYY O u000 ° p ° 0 0 °0°0° • " ' r 0 I.E. PER PLANS X00 °o ° OO °O 3 ° ° � °o �°. D \ ; \ \ ,\% \\:'\ ` - �� "�`�\ \ \� ,i i \i \ \�� Z D MORTAR FlLLET SUMP 18 MIN \--" ,:',..\W\\ � / / \ /� \ \, � / \ /\ / \ \ \ rd 0 ' 0, COURSE, COMPACTED TO y p 95X MAXIMUM DENSITY 70 6" MIN r eda;Ze effet®.. 1 T :4!‹.2„.!,3°4.1.41.:3!4!‹.1‹,,a!‹!!<4,4,4!4 6" NOTES: (n 6" 1 12" I BASIN LENGTH, WIDTH AND DEPTH SHALL BE AS SHOWN ON THE PLANS. Z MI THE SLOPE OF THE INLET PIPE(S) SHALL BE AS SHOWN ON THE PLANS. --i THE 36" PERF. CORR. P.E. PIPE SLOPE SHALL BE 0.00 O PIPE SHALL HAVE RUBBER GASKETS AT THE MANHOLE. Z CAST IN PLACE 0 R PRECAST BASE RETENTION BASIN CAPACITY IS BASED ON 25 YEAR STORM RUNOFF FROM D 140% OF NEW IMPERVIOUS AREA. 'o BASE W/ INTEGRAL RISER n o 1 < p 0 .A T V N A 3' -0" 3 -0" A -•- PLAN ADJUST FOR TOP OF HOOD TO MATCH TOP OF CURB. COMBINATION CURB & GUTTER CATCH SIDEWALK BASIN FRAME, GRATE, & HOOD. INLAND FOUNDRY NO. 517 OR APPROVED EQUAL. p o a 1--Th (SHOWN WITHOUT GRATE) SURFACING I i I 1.1 J 1 i I .. �J 1 1 "lop — :— BASE • 0 1 D 30 RCP 1:2 GROUT COLLAR PA r fo, 6 `� r REMOVABLE STORM DRAIN PIPE 90' PVC TEE 0 i Z 00 PrO ao 0 ,, 0 el t 0 0 N „ - 4 SECTION A -A O D i CATCH BASIN DETAIL NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA • STANDARD DETAIL I CATCH BASIN I D'I 1" 1 -1/2" . 03 3/4" A A L_ N O i ,, N N �— B O BN _I -.N- N co O r " 17" N 2-1/4" i 6 -1/2" 1 - 1/4 " —.-- 1—.0— _L. ....tt. 23-1/2" /ALI. Air II 5/8" 7 t 6-1/2" 17" 5/8" N 2 -1 /2" 2" i SECTION B —B — - NOTES f c i ► THE FRAME, GRATE & HOOD "� p�� " lIi 3/4" HOLE 3/4" SHALL BE INLAND FOUNDRY 1 I--. 23" _ 1 CO. NO.517 OR APPROVED 1 EQUAL. THE CATCH BASIN 36" SHALL BE AS SHOWN ON . CITY OF YAKIMA DETAIL D1. SECTION A —A 24" to 1' N C r-- - -- + f r 7 i iv g \ 12 " I � li �I r., s I T 1 I I I .0 °' 1 ► ! 1 3/4" , 1., 1" L,,._C 16 -3/81 22" ..] SECTION C —C D2 FRAME, GRATE & HOOD NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I FRAME, GRATE & HOOD 1 D2 t 3' MIN. CLEARANCE I FROM OBSTRUCTIONS 5" STORZ COUPLING --\ I lk_ SPECIFIED HYDRANT - `1 N in PAVEMENT i —. \\ I 1==:1 f VALVE BOX GROUND LIN , , 6 , , " RESILENT SEAT 0, GATE VALVE W 2.5' DRAIN HOLE in z -.. SEE SHALL NOT w EE NOTE 1 BE COVERED SEE NOTE 3 r SEE NOTE 1 ► En Al ' 7Js i�: A b CONCRETE O O n e*4; �°, T BLOCK O 0 O 6" CLASS i 52 D.I.P. O O .r :/ - /- Z-/'/-•Ob'0°G 12 "x12 "x6" 7 / /7 : vim. 0A CONC. BLOCK � „ 0 �r . l UNDISTURBED EARTH 1 SEE NOTE 1 0.25 C.Y. GRAVEL UNDISTURBED EARTH DRAIN 1 1/2" ROUND WASHED ROCK NOTES 1. ROMAC "GRIP RING" MECHANICAL JOINT ACCESSORY KITS SHALL BE USED ON ALL MECHANICAL JOINT CONNECTIONS FROM TEE TO HYDRANT. 2. MINIMUM HYDRANT DEPTH IS 5 FEET. THIS DISTANCE MAY INCREASE WHEN HYDRANTS ARE INSTALLED ON DISTRIBUTION MAIN SIZES LARGER THAN 6 INCHES IN DIAMETER. 3. CONNECTION TO WATER MAIN CAN ALSO BE MADE WITH TAPPING VALVE AND SLEEVE. (NOT SHOWN) wi HYDRANT ASSEMBLY NTS City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I HYDRANT ASSEMBLY 1 W1 i - CAST IRON LID FINISHED GRADE --1( 1 ■ ` - UPPER SECTION SLIDING TYPE C.I. VALVE BOX (RICH MODEL 940 —B, 18 INCHES HIGH) lo► GATE OR BUTTERFLY LOWER SECTION (RICH MODEL R -36, VALVE (GATE VALVE SHOWN) 36 INCHES HIGH) ■ 010111 NOTES 1. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE BOX. (RICH MODEL 044, 12 INCHES HIGH) 2. VALVE SIZE AND ENDS AS SPECIFIED OR INDICATED ON THE PLANS. W2 WATER VALVE BOX NTS City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I WATER VALVE BOX I W2 SEE DETAIL R24 FOR TRENCH PATCHING EXCAVATION LIMIT \jam 18" OVER 18" o _ ► 24" I.D. ► = 0 CD - , a 12" UP TO 12" Z ..--.. 24" I.D. _+ .- • COMPACTED BACK FILL 2") • 1 BEDDING MATERIAL SHALL • MEET THE REQUIREMENTS OF CLASS 'C' PER SECTION 9 -03.18 UNLESS THE ENGINEER 1 O °° DETERMINES THAT CONDITIONS 0 O > >, REQUIRE ANOTHER CLASS. :� o�� o Q _ °8 (Ni °W o UNDISTURBED EARTH NOTES 1. ACTUAL SLOPE OF TRENCH SIDES TO BE DETERMINED BY THE CONTRACTOR TO FIT THE METHOD OF CONSTRUCTION AND ALL SAFETY REQUIREMENTS. 2. MECHANICAL COMPACTION SHALL BE REQUIRED FOR ALL TRENCHES. W3 TYPICAL TRENCH SECTION NTS City of Yakima — Engineering Division APPROVED: 4 -18 -02 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL TRENCH SECTION f W3 n ' � -- VALVE & VALVE BOX 5 ' VALVE & VALVE BOX TEE or CROSS 1 �-- VALVE & VALVE BOX 0 CONCRETE CURB & GUTTER R/W HYDRANT VALVE & VALVE BOX • • 2.5' 11' VARIES LOCATE HYDRANT PER PLANS. NOTE 1. INFORMATION AS TO TYPE OF FITTINGS, PIPE ETC... HAVE BEEN PURPOSELY REMOVED TO CLARIFY THE LOCATION OF WATER RELATED STRUCTURES. SEE INDIVIDUAL DETAILS FOR ADDITIONAL INFORMATION. W4 TYPICAL INTERSECTION LAYOUT NTS City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL (TYPICAL INTERSECTION LAYOUTI W4 :„, ..,,,-• ,7. ,,, al ., , ,--,,%, ,,--,,ft . . , ,,,,,.., I .. : . . : iii -- % a (L } /2 I II t � i f F 1 OA I III- -41 TEES y � /y L BENDS SIDE VIEW (TYPICAL ALL BLOCKING) ..,.< g 1 NOES �� fi - ,'M PLUG (USE MECH. CAP 1. FORM CONCRETE TO ALLOW REMOVAL OF BOLTS. FOR SLIP JOINT PIPE. Il 2. ALL FITTINGS AND /OR PIPE MAKING DIRECT CONTACT WITH CONCRETE SHALL BE WRAPPED WITH 4 MIL ; POLYETHYLENE SHEETING PRIOR TO PLACEMENT : ( SQUARE STEEL PLATE OF CONCRETE. 1/4 THICK ��\, �_ /�� 3. (D) IS NOMINAL PIPE DIAMETER. THE TABLE OF END AREAS IS BASED ON AN ALLOWABLE SOIL BEARING (Ni `%j (D) +8" � � PRESSURE OF 1500 psf. THE ENGINEER SHALL J 4 DETERMINE THE REQUIRED END AREAS. 4. ALL CONCRETE IS TO BE CLASS "B" CONCRETE AND • `' %.W ' IS TO BE POURED IN PLACE. (L) PLUGS & CAPS MINIMUM END AREAS PIPE SIZE (D) TEES & PLUGS 45' BENDS 22 1/2" BENDS 6" 5.1 sq. ft. 3.9 sq. ft. 2.0 sq. ft. 8" 8.8 sq. ft. 6.7 sq. ft. 3.4 sq. ft. 10" 14.3 sq. ft. 11.0 sq. ft. 5.6 sq. ft. 12" 20.4 sq. ft. 15.7 sq. ft. 7.9 sq. ft. 14" 27.7 sq. ft. 21.2 sq. ft. 10.7 sq. ft. 16" 35.8 sq. ft. 27.5 sq. ft. 13.9 sq. ft. W6 TYPICAL CONCRETE BLOCKING NTS City of Yakima — Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL CONCRETE BLOCKING I W6 TYPE "A' BLOCKING POLLARD UNDERGROUND FOR 11 1/4', 22 t/2', 30' VERTICAL BENDS CLAMP OR APPROVED 41/14 EQUAL DIA. (VB) (S) (d) (L) i 11 1/4 0.2' 1.5' �'i llitri 4" 221/2 2.2' 5/8" 2.0' "' ■/ O 30 2.6' , ` 11 1/4 2.2' 6" 22 1/2 2.9' 5/8" 2.0' i ' 30 3.5' d 11 1/4 2.5' S 8" 2.0' 4 • y • ' . • 8" 22 1/2 3.6' / v . 30 4.1' 3/4" 2.5' < 11 1/4 3.2' 5/8" 2.0' 12" 22 1/2 4.5' 7/8" 3.0' e ; � 30 5.1' 11 1/4 4.1' 7/8" 3.0' I- _ (S) I 16" 22 1/2 5.7' 1 1/8" 30 6.5' 11/4" 4'0, TYPE "A" BLOCKING 11 1/4 4.5' 7/8" 3.0' (FOR VERTICAL BENDS OF 30' OR LESS) 20" 22 1/2 6.1' 1 1/4" 4.0' 30 6.9' 1 3/8" 4.5' CLAMP OR APPROVED ND (�) 111/ 5.0' r 4.5' EQUAL 24" 22 1/2 2 6.8' 1 3/8" 4.5' 30 7.9' 15/8" 5.5' 1111. TYPE "B" BLOCKING ly Tn FOR 45' VER11CAL BENDS r ` (VB) DIA. (vs) (S) (d) (L) , r J + -„ 4' 3.1' v . 6" 4.1' 5/8" 2.0' 8" 5.0' N v 12" 45 6.1' 3/4" 2.5' * 16" 7.8' 1 1/8" 4.0' 20" 8.2' 1 1/4" T 1 • 24" 9.4' 1 3/8" 4.5' DIAMETER OF HOLE EQUAL TO TYPE "B" BLOCKING THE DIAMETER OF RESTRAINT .. _ (FOR 45' BENDS) ROD PLUS 1/8 ". ■ NOMINAL PIPE DIAMETER AS PER TABLES ABOVE ■ ■ _O: POLLARD UNDERGROUND CLAMP el CONCRETE VERTICAL BEND BLOCKING City of Yakimo - Engineering Division APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL 1 VERTICAL BEND BLOCKING 1 W7 B PLACE MANHOLE OPENING OVER OUTLET PIPE 04 -1 & MEIN Ina= Maki Fl AW am � "au 4 %111 0 B PLAN VIEW 24" OPENING i 11.1111 CAST —IRON FRAME & — It�� COVER PER SPECIFICATIONS %memrte P INN MI IS ADJUSTMENT SECTION Psio'P e ammo d GROUTED OR DRY PACKED S SMOOTH INSIDE BARREL / /47MTYP 1111 M O CONEASECIO ECCENTRIC Al 0 01 SAND COLLAR IN P ifiliM e ° . Z b� CAST IN PLACE % 0 � � STEPS BASE 0 I r 48 STANDARD 0 p 10 � a.E=NAA PRECAST SECTION 0 SLOPE SLOPE 0 PRECAST SECTION BASE 11111.1111111 4 ! = i l "to 0.10' DROP IN CHANNELS CAST IN PLACE ( - ,� ,. r • �g ACROSS MANHOLE BASE — CL 4000 %`i/ / ®.// /S///././//s� a corm grew / / ®/gi CONCRETE � 6 " 1---:-] SECTION A -A SECTION B -B Si SANITARY SEWER MANHOLE DETAIL NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I SEWER MANHOLE I 51 CLASS 3000 CEMENT 1 1/2" CLASS "G" ASPHALT CONCRETE FULL DEPTH OF SECTION LESS 1 1/2" ASPHALT PAVEMENT 12" SUBGRADE _ `>;, SUBGRADE BASE 0 ` �4 4 1 DRY PACK ALL JOINTS Ooi ` AND VOIDS ` SMOOTH INSIDE BARREL S3 MANHOLE ADJUSTMENT DETAIL NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I MANHOLE ADJUSTMENT 1 S3 • SEE DETAIL R24 FOR TRENCH PATCHING s . < EXCAVATION \ PAYMENT LINE FOR PIPES 15 INCHES AND UNDER I.D. + 30 INCHES NATIVE MATERIAL SHALL BE USED FOR • BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. j G \� CRUSHED SURFACING TOP COURSE 0 O o E • SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY 1, THE ENGINEER. N • tt toas �j 1��, �j\Y � - UNSUITABLE FOUNDATION MATERIAL SHALL ' BE REPLACED WITH GRAVEL BACKFILL FOR SUITABLE EARTH FOUNDATION FOUNDATIONS CLASS B. (SEE NOTE) S4 TYPICAL TRENCH SECTION NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL TRENCH DETAIL I S4 • NOTES SANITARY SEWER MAIN SIDE SEWER 1. TEES OR WYES SHALL BE INSTALLED IN NEW SANITARY SEWER MAINS. WHEN P t D �fJ .1J )1 INSTALLING SIDE SEWERS IN EXISTING MAINS, CONNECTION SHALL BE MADE BY MACHINE MADE TAP AND APPROVED SADDLE. .... 2. WHERE DEPTH IS INSUFFICIENT TO TEE-WYE (STD) CONNECTION AS SHOWN, CONNECT SERVICE AS DIRECTED BY ENGINEER. m A I A 3. AU. SIDE SEWER MATERIALS SHALL BE PVC $o .` SEWER PIPE CONFORMING TO THE REQUIREMENTS OF SECTION 7 -18.2 OF THE STD. SPECS. 4. TERMINATE SIDE SEWER AT R/W UNE UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR SIDE SEWER OTHERWISE ON PLANS. 5. MINIMUM SLOPES ARE AS FOLLOWS: ILI 4" DIA. PIPE = 0.02 ft /ft WYE (AS REQUIRED) 6" DIA. PIPE = 0.01 ft /ft IINNIMIll 6. BACKFILL WITHIN THE RIGHT OF WAY SHALL BE CRUSHED SURFACING TOP COURSE FULL DEPTH AS DIRECTED BY THE ENGINEER. 1 1 . W Z r PLAN 18" #4 REBAR BURIED MIN SLOPE - SEE NOTE, it 6 " -12" BELOW FINISH L 3 t GRADE TIED IN MARKER ' 9P t, 1 OBSTRUCTION TEE-WYE 1 TAPE ` IN THIS AREA / 22 1/T OR 45' `s, OR // 2212 DETECTABLE MARKER TAPE BENDS AS REQUIRED ' MIN SLOPE - SEE NOTE,. / STD. SPECS 1 710 Z /`/ PLACE 12" ABOVE ENTIRE . " 6 „-- ---- LENGTH OF SIDE SEWER In MIN SLOPE - SEE NOTE,_,, CONNECTION AT OBSTRUCTION _1._I I'L, PLUG OR CAP 1 4,5* ` ` AS REQUIRED �, O TEE -WYE SECTION A -A S9 SIDE SEWER CONNECTION DETAIL NTS City of Yakima - Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I SIDE SEWER DETAIL I S9 • 2" NPS,SCH. 40, 2 3/8" 0.D. TENON 8 , l L_ DAVIT ARM 6063 —T6 ALUM. TAPERED PHOTOELECTRIC 6" X 3 1/2" X 188" WALL, SATIN 12" MIN. DISTANCE REQUIRED CONTROL LEVELING PAD GROUND FINISH, 80 GRIT. TO REMOVE DOOR J R =5' -9" ADJUSTABLE FOR 1 1/4" ' =� THROUGH 2" PIPE • M400A CUTOFF POWR. /DOOR LUMINAIRE SLIPOVER JOINT.—SHAFT INSERTED 12" USE WATTAGE 400HPS INTO DAVIT ARM, (2) 5/8" X 7" LG. S/S HEX HEAD BOLTS, —NUTS, FLATS & (TYPICAL) LOCKWASHERS LOCK THE ASSEMBLY. NOT TO SCALE O 6063 —T6 ALUM SHAFT TAPERED _ 8" X 6" X .250 WALL SATIN GRUOND FINISH, 80 GRIT ELIMINATE ALL SLACK INSULATED GROUNDING HANDHOLE BUSHING 4" X 6" FLUSH HANDHOLE C/W S/S HARDWARE & GROUND WIRING INSTALL COMPLETE WITH BOND BOLT COVERS 2" NOM. GROUT PAO QUICK DISCONNECTS CAST ALUM. SHOEBASE (COMPLETE) WITH 1/2 DRAIN HOLE (STD. SPEC. 9 -29.7) STREET LIGHT BASE SHALL BE FLUSH WITH 1 �c 'J� SIDEWALK AND /OR CURB tt II AK FLUSH WITH i 1" CHAMFFR R: SIDEWALK CHOR BOLTS 4 REBAR M 8.5' a.. , 1" CONDUIT : ------ . • 18" (MIN.) BELOW TOP OF GRADE STREET LIGHT POLE NOT TO SCALE • PORTLAND CEMENT CONCRETE CL. 3000 SQUARE WIRING DETAIL LIGHT STANDARD (TYPICAL) NOT TO SCALE APPROVED: 3 -23 -01 CITY OF YAKIMA - STANDARD DETAIL 1 30' ALUMINUM STREET LIGHT J E1A • 120 V • C2 TEST SWITCH II • • 1 CON • PHOTO ELECTRICAL -- -�-- CONTROL \\__ IN SERVICE WIRING DIAGRAM FOR LIGHTING CONTROLS EQUIPMENT 1 1/4" RIGID STEEL CONDUIT TO 3 —WIRE WEATHERHEAD (3) AWG NO. 2 CU. THW PHOTO— ELECTRIC CONTROL AT APPROX. 33 FT. MOUNTING HEIGHT 3/4" RIGID STEEL CONDUIT, STEEL TRAFFIC SIGNAL POLE (3) AWG NO. 14 THW METER BASE — TYPE AS REQUIRED BY PP &L MYER'S HUB MYER'S HUB LOCKABLE SERVICE EQUIPMENT 1 11 1 STREET LIGHTING " CONTACTOR ENCLOSURE ‘; 2 RIGID STEEL CONDUIT (ALL EXPOSED CONDUIT IS RIGID STEEL) ENTRANCE TO POLE AWG NO. 6 COPPER GROUND FINISHED GRADE ..•■. __ APPROVED GROUND CLAMP .ju - 5/8 "x10' COPPER —WELD GROUND ROD ► --� STEEL SWEEP ELBOWS 2 — 2" SCH 40 CONDUIT 1 TO JUNCTION BOX E8 ELECTRICAL SERVICE (120/240) w/ LIGHTING CONTROLS NTS City of Yakima — Engineering Division APPROVED: 1.13.00 CITY OF YAKIMA - STANDARD DETAIL I ELEC. SERVICE W/ LIGHTING I E8 3/8" — 16NC f HEX BOLT COVER p w/ WASHER � 9 P ! Y ► CARRIAGE BOLT SKID RESISTANT w/ WASHER SURFACE O , BOX \4 JUNCTION BOX DIMENSIONS (INCHES) COVERS A B C LBS. 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.I., 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 Ell JUNCTION BOX DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.20.99 CITY OF YAKIMA - STANDARD DETAIL I JUNCTION BOX DETAIL I Ell n -_1 0 R / W R/W VI 25' 25' 5' (MIN) I 16.5' (MIN) _ 16.5' (MIN) ' 5' (MIN) T 1 _ c GRADE EQUAL TO TOP OF CURB --\\ m y� N —.— 6" (MIN) —•— 6" (MIN) COMPACTED SUB GRADE 0 m 2" CLASS "A" ACP (COMPACTED DEPTH) 6" CSBC (COMPACTED DEPTH) 0 R8 RESIDENTIAL — ROADWAY SECTION NTS City of Yakima — Engineering Division = O Z 1 co 7 12 1 . 2 1* f Doti F � � 470 Ty -f- COLD JOINT CURB & GUTTER . . • jar 1" CSTC (COMPACTED DEPTH) 6" WSDOT CL 3000 CONCRETE W/ COARSE AGGREGATE GRADING NO. 5 DISTANCE VARIES - SEE PLAN YMC 8.64.070 ON TR C S UCTION JOINT CONSTRUCTION JOINT R10 RESIDENTIAL DRIVEWAY APPROACH NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I RESIDENTIAL DRWY APPROACH I R10 FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. �� NOTES 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO 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 ����-��UU R12 ��o��u~�x��u�v� v���oo� �vv�v� DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF »����U��� . STANDARD DETAIL U SIDEWALK JOINTING I ��� ~^^" " �°^ "^"^^".-�" �"'^.`��'�~ � �~°"."""."~� �� ���",� � ~.�~~~~. ~-.. ="� SEE PLANS COLD JOINT 4" \��% •:- . „ • . S = = 0.02 •. • COMPACTED EARTH 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" STANDARD SECTION SEE PLANS 8" _ 4" , \\\. S = 0.02 FT /FT --.— i • t . ;• . 4,4 .' •• . . �• 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. R14 TYPICAL SIDEWALK SECTIONS NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL SIDEWALK SECTIONS I R14 EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH LIMITS EXCAVATION LINE 1' -0 1' -0' (MIN) Q viii. ►iv ALTERNATE BACK SLOPE AT CONTRACTORS -0-- OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA ACP CLASS - A - 0 1.5 TIMES DEPTH OF EXISTING ASPHALT. 3- MINIMUM COMPACTED DEPTH. 2 EQUAL UFTS 6 CSBC (COMPACTED DEPTH) ASPHALT CONCRETE SURFACED EXISTING SURFACE - DEPTH VARIES GRAVEL SURFACE PATCH LIMITS 1' -0' EXCAVATION UNE 1' -0 1' -0 (MIN) y / ALTERNATE BACK SLOPE AT CONTRACTORS �-+- OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 2' CSTC (COMPACTED DEPTH) GRAVEL SURFACED UNSURFACED AREAS PATCH EXISTING GROUND LIMITS 1' -0' EXCAVATION LINE 1' -0' 1' -0 (MIN) Q +++++++++++÷+ + + + + + + + ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + 4- + + + + + + + + + AT - ALTERNATE BACK SLOPE AT CONTRACTORS �-+- -- OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA _12- MINIMUM (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS NOTE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. R24 SURFACE REPAIR DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I SURFACE REPAIR DETAIL j R24