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HomeMy WebLinkAbout2006-031 William O. Douglas Bridge Restoration & Trail Enhancements; Budget Amendment and Appropriations r ORDINANCE NO. 2006 -- 31 AN ORDINANCE amending the 2006 budget for the City of Yakima; and making an appropriation of $827,298 within the 142 — Arterial Street Fund for expenditure during 2006 to provide for William 0 Douglas Bridge Restoration and Trail Enhancements. WHEREAS, the amount of $499,890 has been awarded as a transportation enhancement grant from the Washington State Department of Transportation (WSDOT) and $327,408 has been awarded as a grant to the William 0 Douglas Foundation with the City of Yakima designated as expending agent, thereby resulting in the need to appropriate the amount of $827,298 within the 142 — Arterial Street Fund to provide for William 0 Douglas Bridge Restoration and Trail Enhancements; and WHEREAS, at the time of the adoption of the 2006 budget the revenue funds for this project were not known; and the City Council declares that an emergency exists of the type contemplated by RCW 35 33.091 and that it is in the best interests of the City to make appropriation herein provided; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF YAKIMA. Section 1 The amount of $827,298 is hereby appropriated from the Unappropriated Fund Balance in the 142 Arterial Street Fund to the following accounts: Resources: WSDOT Transportation Enhancement Grant - 142 - 142 - 528 - 2167 - 33320 -2FH - -- $499,890 WSDOT Transportation Enhancement Grant -142- 142 - 528 - 2166- 33320 -2FH - -- $327,408 Total Resources $827,298 Expenditures. W 0 Douglas Bridge Restoration & Trailheads -142- 142 - 528 - 2167 - 59479 - 630 —4499,890 W 0 Douglas Trail Enhancement------------ ---- -- 142 - 142 - 528 - 2166 - 59479 - 630 --- $327,408 Total Expenditures $827,298 Section 2• This ordinance is one making an appropriation and shall take effect immediately upon its passage, approval and publication as provided by law and by the City Charter PASSED BY THE CITY COUNCIL, at a regular meetin • - 0 signed a), approved this 11th day of July , 2006 � � is % David — der, Mayor ATTEST -y J City Clerk First Reading: 6 - 27 - 2006 Publication Date 7 - 14 - 2006 Effective Date 7 - 14 - 2006 Cje William 0 Douglas Trail ordinance 06 6/21/2006 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT - -- Item No For Meeting Of 6/27/06 ITEM TITLE An Ordinance Amending the 2006 Budget in the Arterial Street Fund to Provide for Reimbursable Costs Related to two (2) Federal Enhancement Grants for the William 0 Douglas Heritage Trail Program including Bridge Resto ation and Trailheads SUBMITTED BY illiam R. Cook, Director Community & Economic Development Cindy Epperson, Financial Services Manager CONTACT PERSON/TELEPHONE Brett Sheffield, P E , Acting City Engineer - 576 -6797 SUMMARY EXPLANATION At their April 18, 2006 meeting, City Council adopted Resolution 2006 -64 accepting two transportation enhancement grants from the State Department of Transportation for the "Heritage Trails, William 0 Douglas Bridge Restoration and Trailheads" in the amount of $499,890, and for "Yakima Valley Transportation Company (YVT) Barn and Museum Restoration" in the amount of $495,592 The City is also the agent in charge of expending funds for a similar grant received by the William 0 Douglas Foundation for 'William 0 Douglas Trail -6 Avenue and Naches River Bridge" in the amount of $327,408 The funds are from a 100% reimbursable grant with zero local dollars required for a match The Trolley Barn restoration project was already included in the 2006 budget in the Trolley fund The attached appropriation amends both the revenues and expenditures in the Arterial Street Fund to include the grant- funded bridge restoration and trailhead projects. Design on the projects will begin this year with construction to be begun as early as possible with construction completion occurring in 2007 Resolution Ordinance X Contract Other (Specify) Funding Source Transportation Enhancement Grants — Arterial Street Fund APPROVED FOR SUBMITTAL. City Manager STAFF RECOMMENDATION Read attached ordinance by title only at the June 27, 2006 Council Meeting Pass ordinance at the July 11, 2006 Council Meeting BOARD /COMMISSION RECOMMENDATION COUNCIL ACTION Ordinance passed. ORDINANCE NO. 2006 -31 C.,44 c% k Construction Contract Specifications & I Bid Documents Bid Opening: I 2.3.2010 Time: :x , + a ,,4• . 1 zoo PM :l ' i' � Location: i,c - • t Y . City of Yakima Council _ .,'r "C,:k 4 - t.' '. ' 3 � . Chambers i illik •= . . sl . . • :•• Iv ' - -,.., - ' ,.. .: , id't. ) • ) . ' ss ( r 4. e, 1. r; 1 ": „N J 1 1 William 0. Douglas Trail Enhancement 1 6th Avenue - `I' Street to the Naches River Pathway 1 City of Yakima - Engineering I City of Yakima No. 2166 Federal Aid No. STPE - 1485(020) January 2010 , 1 This project is an asphalt pedestrian pathway project that extends from the intersection of "I” Street and continues along the west side of 6th Avenue to the north and connects 1 into the Yakima Greenway Path just north of State Route 12. ' City of Yakima Engineering This project will not only improve the ability for citizens to access our valley's scenic offerings in a safe and efficient 129 North Second Street manner but it will add to the ongoing efforts of the City of I Yakima, WA 98901 Yakima to enhance our natural attractions and offerings such as the Yakima River and the Yakima Valley Trolley. 1 Engineering Department Phone (509 )575 -6111 City Of Yakima Engineering Construction FAX. Engineering Division (509)576 -6383 Engineering Design FAX 129 North Second Street (509)576 -6305 b i.,,-,,, s Yakima, Washington 3 4 (ciitt.sJ I1• M IM 1 - M I1• IN II M I II IM - II= I MI Ii• INN BID SUMMARY ENGINEERS BELSAAS & RP &E GRANIT NW COLUMBIA FREEMAN BELL WESTCOAST William 0. Douglas Trail Enhancement ESTIMATE SMITH CONSTRUCTION ASPHALT CONSTRUCTION City Project No. 21661 Federal Aid No. STPE 1485(020) ELLENSBURG, WA WOODINVILLE, WA YAKIMA, WA YAKIMA, WA PACIFIC, WA ELLENSBURG, WA ITEM PROPOSAL ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT NO. PAYMENT SECTION OTV IUNIT DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS' DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS 1 SPCC PLAN 1 I LS 0500.00 5500.00 5200.00 5200.00 545000 $450.00 5500.00 5500.00 5375.00 5375.00 0375.00 5375.00 5500.00 5550.00 2 MOBILIZATION 1 I LS 526,870.66 026,670.66 524,050.00 524,000.00 520,874.00 520,874.00 59,247,00 59,247.00 521,435.00 521.435.00 935,272.00 535 ,272.00 $51,000.00 951,000.00 3 PROJECT TEMPORARY TRAFFIC CONTROL 1 ; LS 520,00000 520.000.00 52.00000 $2,00000 523,400.00 $23,400.00 $17,000.00 $17,000.00 015,000 00 515,000.00 $19,800.00 019,800.00 515,000.00 015,000.00 4 CLEARING AND GRUBBING 1 LS 94,600.00 54,600.00 52,000.00 02,000.00 52.62500 52,62500 51,900.00 51,900.00 53.20000 53,200.00 52,500.00 02.50000 514,000.00 514.000.00 5 ROADWAY EXCAVATION INCLUDING HAUL 1395 j CY 515 00 520,925.0 514. 519.530 03 09.23 512,875.85 016.00 522,320.00 019.00 526,505.00 S3125 $43,593.75 014.00 510,530.00 6 SAW - CUT, PER INCH DEPTH 9990 LF $1.00 59,990.00 5020 $1,998.00 $0.19 01,898.10 50.18 01,798.20 50.19 51,898.10 00.35 53,496.50 SO 20 51,998.00 7 CRUSHED SURFACING BASE COURSE 1400 TON S20 00 528,000.00 918 00 $25,200 00 521,15 529,610.00 623.00 532,200.00 520.00 928,000.00 525.00 535,000.00 523.00 $32,200.00 8 CRUSHED SURFACING TOP COURSE FOR BARRIER POST BACKFILL 164 TON 625.00 54,100.00 $13.00 02.13200 526.00 $4,264.00 $15.00 52,460.00 01.00 5164.00 530.00 54,920.00 528.50 54,674 00 9 ASPHALT TREATED BASE 63 TON $80.00 $5,040.50 $100 00 96,300.00 5102.00 55.426.00 $100.00 $ 575.00 54,725.00 5108,25 56,819.75 $80.00 55,040.00 10 HMA CL. 1/2 PG 64 - 26 (COMPACTED DEPTH) 908 TON 585.00 577,180.00 582 00 574.456.00 982.00 574,456.00 S88 00 $79,904.00 582 00 074,456.00 $87.00 578,996.00 093.50 584,898 00 11 ADJUST MANHOLE 2 EA 5700 00 51,400.00 540000 5800.00 5450.00 0900,00 $400.00 5800.00 5680.00 51,360.00 5805.00 51,610.00 5350.00 5700.00 12 ADJUST VALVE BOX 5 EA 5500.00 52,500.00 5350.00 51.750,00 5250.00 $1,250.00 $250.00 51.250.00 5415.00 02,075.00 0275.00 01,375.00 5250.00 51,250.00 13 ADJUST METER CASTING 5 EA 050000 52.500.00 5350.00 51,750.00 5250.00 51.250.00 $290.00 51.45000 $395.00 51,975.00 5275.00 51,375.00 5350.00 51,75000 14 TOPSOIL TYPE B FON LANDSCAPE STRIP - 2 FT DEPTH 221 CY 530.00 56,630.00 51100 62,431.00 526.25 95,801.25 537 00 58,177.00 059 00 013,039.00 526.35 05,823.35 556 00 012,376.00 15 DWARF BOXWOODS - 2 GALLON SIZE INPLACE 430 EA 550.00 021,500.00 025.00 510,7500) 524.15 510,384.50 51700 57.31000 51675 57,202.50 016.75 67.202.50 51850 57,95500 16 IRRIGATION SYSTEM 1 LS 515,00000 515,000.00 511,000.00 511,00000 511,025.00 511,025.0 $28,000.00 528.00000 528,895.00 528,895.00 528,000.00 528,000.00 631,800.00 531,800.00 17 CEMENT CONCRETE EXTRUDED CURB 202 LF $30.00 56,060.00 51000 52.020.00 515.00 03,030.00 58.00 51,616.00 59 00 $1.818 00 510.00 52.020.00 58.00 51,616.00 18 CABLE BARRIER, IN PLACE 1682 LF $2500 542.050.00 51900 931,958.00 512.60 521,193.20 018.00 530276.00 517.30 529,098.60 519.50 $32,79900 520.00 $33,640.00 19 CHAIN LINK FENCE with TOP RAIL TYPE 1 360 LF 935 00 512,600.00 524 60 08,640.00 520.70 57,452.00 522.00 57,920.00 520.50 57,380.00 518.00 56.480.00 525.00 59,000.00 20 DOUBLE I4 FT. CHAIN LINK GATE 1 EA 51,000.00 01,000.00 51,100.00 01.100.00 5553.9 555300 51,000.00 51,000.00 $54500 $54500 583700 $83700 01.140.00 01,140.00 21 END, GATE, CORNER, AND PULL POST FOR CHAIN LINK FENCE 5 EA 5500.00 53,000 00 5270.00 $1,350.03 $184.00 0920.00 $25500 51,275.00 51 80.0 $900.00 5112.00 5560.00 5285.00 51,425.00 22 MAILBOX SUPPORT, TYPE 2 9 EA 5400.00 53,600.00 0320.00 92,880 00 5250.00 52,250.00 $305.00 02,745.W 9350 00 53,150.00 5335.00 53,015.00 5342.00 53,078.00 23 REPAIRORREPLACEMENT 1 FA 510,000.00 010,000.00 5 510,000.00 510003.0 510,000.00 510,000.00 510,000.00 510.000.00 510,000.00 510,000.00 510.000.00 910,000.00 510,000.00 510,000.00 24 REMOVING UTIUTY POLE 15 EA $500.00 57,500.00 0300.00 54,500.00 515000 52.25000 530000 S4,50000 5300.00 $4,500.00 5325.00 $4,875.00 0330.00 $4.950.00 25 UTLITYPOLE 2 EA $2,000.00 54,00.00 91050.00 02.700.00 51,304.00 02,608.00 01,250.00 52,500.00 51,280.00 52,560.00 51.665.00 63,330,00 51,400.00 92,800.00 26 REMOVING TROLLEY SUSPENSION CABLE 660 LF 51.00 0660.00 53.00 01.980 DO 92.70 01,782.00 $2.60 51,716.00 $2.65 $1.749.00 52.85 51,881.00 53.00 51,980.00 27 TROLLEY SUSPENSION CABLE 820 LF 52.00 51,640.00 57.00 055,740.00 06.40 55.248.00 56.25 55,125.00 56.35 95,207.00 57 00 05,740.00 57.00 $5,740.00 TOTAL 6338,845.66 TOTAL 5259,155,00 TOTAL 5264,775.90 TOTAL 5289,289.20 TOTAL 5297,212.20 TOTAL S347,695.85 TOTAL 5360,040.00 CITY ENGINEER'S REPORT " • �� Y q tw CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON FEBRUARY 3, a Z , . 2010. ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. " �s% William 0. Douglas Trail Enhancement I RECOMMEND THE CONTRACT BE AWARDED T0: tti�I 1 �; $ ?' AWARD MADE BY CITY MANAGER CITY OF YAKIMA PROJECT NO. 2166 Belsaas & Smith Const., Inc. • u R i r \�' �� ~ DATE February 4th, 2010 Z `i 1 0 �,r>u . vA DATE CITY ENGI ER t - ,. DATE CITY MANAGER SHEET of FILE 2166WipiamO . Douglas - Bid Sumrnery.pub 1 I / 01 Y DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ti William R. Cook, Director • Noir 7�" 129 1?d>rt.'i Second Street 1 Yakima, Washington 9890] Phone: (509) 575 -6111 ® Fax (509) 576 -6305 ' ADDENDUM NO. 1 ' TO THE BID DOCUMENT AND PROJECT SPECIFICATION FOR THE CITY OF YAKIMA, WA For ' WILLIAM O. DOUGLAS TRAIL ENHANCEMENT 6TH AVE. - `I' ST. TO NACHES RIVER PATHWAY City Project No. 2166 Federal Aid No. STPE- 1485(020) 1 BID OPENING: February 3rd, 2010 (a, 2:00 p.m., City Hall Council Chambers 1 TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Bid & Contract Documents shall be modified as follows: 1 ITEM 1. Disadvantaged Business Enterprise Utilization Certification Form: Please add the required Disadvantaged Business Enterprise Utilization Certification Form (DBE) into the Standard 1 Specifications. 1 (SEE NEXT SHEET 1 ' This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. ' All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. APPROVED: < ` 9 -�-� _I 0 Brett She i-Id, P.E. Date ' Chief Engineer * END OF ADDENDUM NO. 1 * 1 - Addendum No. 1 Page 1 of 2 1/28/2010 1; ' •fitata. Disadvantaged Business VI Washington State oep�rt of T Enterprise Utilization Certification To be eligible for award of this contract the bidder must fill out and submit, as part of its bid proposal, the following Disadvantaged Business Enterprise Utilization Certification relating to Disadvantaged Business Enterprise (DBE) requirements. The Contracting Agency shall consider as non - responsive and shall reject any bid proposal that does not contain a DBE Certification which properly I demonstrates that the bidder will meet the DBE participation requirements in one of the manners provided for in the proposed contract. If the bidder is relying on the good faith effort method to meet the DBE assigned contract goal, documentation in addition to the certificate must be submitted with the bid proposal as support for such efforts. The successful bidder's DBE Certification shall be deemed a part of the resulting contract. Information on certified firms is available from OMWBE, telephone 360- 753 -9693. I ' � Z ' 751 47-, 7 1— Srv( r, e✓ r..g ' 7r t/ certifies that the Disadvantaged Business Enterprise Name of Bidder (DBE) Firms listed below have been contacted regarding participation on this project. If this bidder is successful on this project and is I awarded the contract, it shall assure that subcontracts or supply agreements are executed with those firms where an "Amount to be Applied Towards Goal" is listed. (If necessary, use additional sheet.) P 4oe'ef :,:9....P.'. Amount?4o - Pr ` ';Subco '•tracto . n !ne> > ( ' rk. escr 'tion;of'Wo. b`� D e A' lied Certtfacat - . . , : Ma r luf actute %:: • _ :., :. R D . ds` Towar 1. ('A rt 7 7G I D, f 7 rg-/ -.7 7- S 0>3 Fc c u(r 2. �.4-vamOfvr Su )2r-kect<0.�,OJC , co.urgct ' f F43 / 55 S C) /3 A ,vo O.2 r- -,u c-.77- ZJG- 3 . C. 1- 4g.u/,w•UG nxc'7 7-(/S r . O 5 1 .' :‘ .i L 0 .4J7 I 1> !/Yi X /90 y3 5 v 13 CoA> - e- C c re-r3 5 • /Y) a- p 1 As T2..4/ D S / / /.SS/ S()R P - , K)(r #13,$00.0 1 1 6 . LI) / / 3,4 teq GG .dlc 2 TLC. tJ/2.Q,C 12_2 Yi -i 6 � U ' c ,,4„acise,yp -- r(/ - I 1 s. 9. 1 1 10. 1 * ** Disadvantaged Business Enterprise Subcontracting Goal: ��� DBE Total $ / 3 $00 DO * Regular Dealer status must be approved prior to bid submittal by the Office of Equal Opportunity, Wash. State Dept. of Transportation, on each contract. • 1 ** See the section "Counting DBE Participation Toward Meeting the Goal" in the Contract Document. * ** The Contracting Agency will utilize this amount to determine whether or not the bidder has met the goal. In the event of an arithmetic difference between this total and the sum of the individual amounts listed above, then the sum of the amounts listed shall prevail and the total will be revised 1 , DOT Form 272 -056 EF 1 `• Revised 7/07 1 1960 B E LSA AS P.O. BOX 926 ELLENSBURG, WA 98926 509.925.9747 • FAX 509.962.3031 SMITH C onstruction, (03 BELSASCO330H February 12, 2010 Douglas Mayo City of Yakima ' 129 North Second Street Yakima, WA 98901 ' Re: William 0. Douglas Trail Enhancement Federal Aid No. STPE- 1485(020), City Project #2166 1 Dear Mr. Mayo, Per contract requirements, we are sending you the name and a list of the bid items awarded to M2 Industrial, Inc. 180 Hanson Road, Ellensburg, WA 98926 Federal ID # 91- 1547713 Bid Item: 18 Cable Barrier In Place (1682 LF) ' Unit: $17.50 LF Ext: $29,435.00 ' Bid Item: 19 Chain Link Fence Type 1 w/ Top Rail (360 LF) Unit: $22.00 LF Ext: $7,920.00 ' Bid Item: 20 Double 14 Foot Chain Link Gate (1 EA) Unit: $1,000.00 EA Ext: $1,000.00 Bid Item: 21 End, Gate, Corner & Pull Post for Chain Link Fence (5 EA) ' Unit: $250.00 EA Ext: $1,250.00 ' Bid Item: 22 Mailbox Support Type 2 (9 EA) Unit: $300.00 EA Ext: $2,700.00 Sincerely, ' Pam Hillemann Contract Administrator Cc: File 1 ' 19 60 B E LSA AS P.O. BOX 926 ELLENSBURG, WA 98926 509.925.9747 • FAX 509.962.3031 SMITH eon truction, BELSASCO330H February 12, 2010 ' Douglas Mayo City of Yakima 129 North Second Street Yakima, WA 98901 Re: William O. Douglas Trail Enhancement Federal Aid No. STPE - 1485(020), City Project #2166 Dear Mr. Mayo, ' Per contract requirements, we are sending you a list of all MBE /DBE /WBE firms who submitted a quote to us for this project. ' GILBERT PATTERSON CONCRETE P.O. BOX 262 ' WAPATO, WA 98951 91- 1718642 CONSTRUCTION AHEAD INC. DBA: PAVEMENT SURFACE CONTROL 307 N. DAYTON ST. P.O. BOX 7204 KENNEWICK, WA 99336 U M2 INDUSTRIAL, INC. 180 HANSON ROAD ELLENSBURG, WA 98926 91- 1547713 Sincerely, 1 Pam Hillemann Contract Administrator Cc: File 1 209 AVE, SUIT P.O. BOX 92G / iO3 EAST a" IE �.��� � BO � ELLENSBURG, WA 96926 � SO9- 925 -9747 FAX: 509- 962 -303i I I -'i. ' .' E rvan 6P balcmicl,` branaon64bclsmlch..C32ra. BCL.SA.SCO33PM russ", belsmIch,sQm pn rrWobelsmltbSSUM ' MBE /DBE /MWBE INVITATION TO BIC) COMPANY: 1 ATTN: FAX: X09 �1Y3 33z Z PROJECT INFORMATION PROJECT NAME: William O. Douglas Trail Enhancement 6 Ave., '1' St. to the Naches River Pathway BID DATE Sa TIME: 2/3/2010 (P2:00PM QUOTES DUE NO LATER THAN 11:OOAM ON 2/3/2010 ' We are soliciting quotes for the above mentfoned project, DBE, MWBE S. MBE are invited and encouraged to submit bids. 596 Mandatory Goal Please return this page along with your proposal to the attention cif; BRYAN NELSON 1 If you need plans and specifications, these can be provided to you at your request. 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B°x 926 f 103 EAST 4 AVE, SUITE 209 ma y _ ELLENSBURG, WA 98926 CPC _ SO9 -925 -9747 FAX: 509- 962 -3031 t nd e o naP belarnith.corn Ora n RO belsmtth.com Q ®L8R�CO330N narn belsm lth ' MBE /DBE /N1WBE INVITATIO TO BIII> COMPANY: Gtr Y•uty 9� vGz r r�-�/S A FAX: FA X: Sag • � L! - yea PROJECT IIJFORMATION PROJECT NAME: William O_ Douglas Trail Enhancement ' 6 Ave_, - 'I' St_ to the Nachos River Pathway BID DATE 8t TIME: 2/3/2010 (002:0OPM QUOTES DUE NO LATER THAN 11:O0AIVI ON 2/3/2010 ' We are soliciting quotes for the above mentioned project, DBE, MIA/BE 8a MBE are invited and encouraged to submit bids. 596 Mandatory Goal Please return this page along with your proposal to the attention of; BRYAN NELSON ' If you Head plans and specifications, these can be provided to you at your request. IF YOUR COMPANY IS A CERTIFIED NIDE OR MWBE AND YOU ARE PROVIDING A QUOTE PLEASE PROVIDE YOUR CERTIFICATION NUMBER DBE # MWSE# REGISTERED NAIIVIE OIL FIRM Signed: Date: uo!loeuuoo 01!w!soe} oN (q•3 J9MSUe ON (E.3 c s n 8 ( Z •3 I ! e } a u ! ! J o d o a u e H (1 J o J J a AO} U 0 s e e a 1 ' )10 8 'd 090titi8I60O1 Xi A]ouleW titititi Tues loN 1- I nsad (S) uo 11.eu i Ina epoW . oN aged 9 1!d 1808 - 296-609 HAS SVVS138 ' * * * (W'LO :II OIOZ 8Z'u ) (XlAJOw8) JOdad TInsed uoIssImsueJI * * 1 'a P.O. BOX 926 / 103 EAST 4 AVE. SUITE 209 ELLE NSF. 4.3 FIG, WA 943926 I ^ , ,''; 509- 925 -9767 FAX: 509-962-13031 �j�, bra r dpn0mbal.amith.S9m B E.'tenec033on pa m am b..I wrn Ith,�m I IV1BE /DBE /IVIWBE INVITATION TCt B1 D COMPANY: 2 - - a-..••✓r- I ATTN: FAX: 5 6� /53 °/ Co ..cis o .rte G'v . PROJECT 1NFC►RMATION I PROJECT NAME: William O. 'Douglas Trail Enhancement 6 Ave -, '1' St. to the Neches Rlvar Pathway BID DATE Bt TIME: 2/3/2010 092:00P1V1 QUOTES DUE NO LATER THAN 11:0W IVl ON 2/3/2020 I We are soliciting quotes for the akaove mentioned project, OBE, MWBE Ss MBE are invited and encouraged to submit bids. S% Mandatory Goal Please return this page along with your proposal to the attention of; BRYAN N ELSON I If you need plans and specifications, these car. be provided to you at your request. IF YOUR COMPANY IS A CERTIFIED MBE OR MWBE AND YOU ARE PROVIDING A QUOTE PLEASE PROVIDE YOUR CERTIFICATION NUMBER I DBE #MWBE REGISTERED NAME OF FIRM I Signed: Date: I U 011.0auiio0 a iW 200 oN (q•3 jemsue oN (6'3 22n9 (Z'3 11e} 0011 AO do aueH (1' .ioa.ia .io} uosea 1 1 1 1 1 1 )' 0 S ' d 68918996091 Xl A j° 9tititi I dues TON aged TInse (s) 2c1 uoileu ),SeQ apoW ON e 1 i 1808-296 -609 H11WS 1 SVVS138 1 * * * (Wb69 :l1 OLOZ '8Z' ) (X1AJODU8W)lJOaed 1.I nsed uolss!WJSUeJI 1 ' 1 I ' l a. LA 4tk. #f 1( .."..0. BOX 926 / 103 EAST 4 AVE. SUITE 209 yam_ ELLENSBURG. WA 969]!6 ' : -1-11-111 509 -925 -9747 FAX: . 2- . . .7wi r. i arVa nt4.b9I bglsmIthcvI 21 b ra ndenoW belsm m ith.co �C LSASCO33o.. ra•,:RDbelsmith.com yem6Dbalsmith_cotil MBE /OBE /MWBE I INVITATION TO BI Co CO MPANY; /77 c} .. r✓ -- ,.. YigC..- 1 AT FAX: .cJ9 .7,-.,_S.-• 6Yele r PROJECT INFORMATION PROJECT NAME: William O. Douglas Trail Enhancement I 6 Ave_, - '1' St_ to the Naches Rlver Pathway BID DATE ea TIME: 2/3/2010 032:00PM QUOTES DUE NO LATER THAN 11:00A1v1 QN 2/3/2010 I We are soliciting quotes for the above mentioned project, DBE, MWBE R. MBE are invited and encouraged to submit bids. 5% Mandatory Goal Please return this page along with your proposal to the attention of; BRYAN NELSON I If you need plans and specifications, these can be provided to you at your request. IF YOUR COMPANY IS A CERTIFIEd MBE OR MWBE AMID Val) ARE PROVIDING A Qu OTE PLEASE PROVIDE YOUR CERTIFICATION NUMBER I D 1313E ## MWBE# REGISTERED NAME OF FIRM I Signed: pate: 1 uo1T0auuoo el iwisoe} oN (q•3 .I assue ON (8.3 /sn8 (3-3 die} au!' .10 do aueH (1'3 .10.1.10 .10j. uosea 1 1 1 1 1 1 )10 £ 'd tititi9N6 Xi haouaaW 9ti1717 Tues TON lInsaN (s) 2d uoileu epoW . oN I 82ed 81IH HOE-396-60Q HAS q SVVS138 1 * * * (Wdla: t OIOZ '8Z'ue£ ) (XlAaoUJ )Taodod }Insect uolss!wsueal l 'd h 1 I A.41. 0.0. BOX 926 / 109 EAST 4 AVE, SUITE 209 I iF;• 1 , ` .., ELLENSBURG, WA 99926 509 -923 -9747 FAX: 509- 962 -303. S ' 'nTH rrvantmbelsmerh on hrandnna4b4thsmlth, QCLaascosa on !n t- ntS belRmlth. fr om ps.m�balsmlth,�m, I M BE /DBE /MWBE INVITATION TO BID CO MPANY: (�ly-Pcrsr a -s;f.r. t:: ' ATTN : FAX: S �jc1 rye 2 8 , 2- '.: ' ... /,,--- ' / /' i rr� 1 P- D•v - ' --2 PROJECT' INFORMATIO I PROJECT NAME: William O. Douglas Trail Enhancement 6 Ave_, - '1' St. to the Neches River Pathway BIO DATE 8a TIME: 2/3/2010 aa2:OOPM QUOTES DUE NO LATER THAN 11:OOAM ON 2/3/2010 I We are soliciting quotes for the above mentioned project, MBE, MWBE 8.. MBE are Invited and encouraged to submit bids. S% Mandatory Goal Please return this page along with your proposal to the attention of; BRYAN NELSON I if you need plans and specifications, these can be provided to you at your request. IF YOUR COMPANY IS A CERTIFIED MBE OR MWBE AND YOU ARE PROVIDING A QUOTE PLEASE PROVIDE YOUR CERTIFICATION NUMBER I DBE # MWBE# EGISTERED NAME OF FIRM /9 5 d R I Sign e d: Date: 1 uoi.oeuuoo eliwisoe} oN (4'3 AaMSUe oN (E•3 A sn9 (Z•3 ie} at n1 .1 o do aueH (1•3 .10 .1 1 e .10 j. u o s e e a 1 1 1 1 1 1 )10 8 'd Z6Z8L1796001 Xi AJoweW 81717ti 1 TuaS }oN T!nsed (s) d uoi}eu!Tsa4 apoW .oN aged a!!3 1808-296 -609 HII S '8 SVVS138 1 * * * (WdZO: 1 OIOZ '8Z' ) (Xl,taou14)Ta0ded T!nsed uo!ss!msueal * * 1 'd w 1 B . E LS AAS P.O. BOX 926 / 103 EAST 4 AVE, SUITE 209 ELLENSBURG, WA 98926 509-925-9747 FAX 509 - 962 -3031 S ..NIITH brvanPbelsmith.com w ' brandont belsmith.com russt belsmith.com BELSASCO33OH pamPbelsmith.com ' MBE /DBE /MWBE INVITATION TO BID COMPANY: 6-,xzg-7 - pm-rit1 1 ATTN: FAX:— `f . 577- 6 ' PROJECT INFORMATION ' PROJECT NAME: William O. Douglas Trail Enhancement 6 Ave., - 'I' St. to the Naches River Pathway 1 BID DATE & TIME: 2/3/2010 @2:00PM QUOTES DUE NO LATER THAN 11:OOAM ON 2/3/2010 ' We are soliciting quotes for the above mentioned project, DBE, MWBE & MBE are invited and encouraged to submit bids. 5% Mandatory Goal Please return this page along with your proposal to the attention of; BRYAN NELSON ' If ou need la y plans and specifications, these can be provided to you at your request. 1 IF YOUR COMPANY IS A CERTIFIED MBE OR MWBE AND YOU ARE PROVIDING A QUOTE PLEASE PROVIDE YOUR CERTIFICATION NUMBER DBE # MWBE# REGISTERED NAME OF FIRM 1 D 57n 9,4a -4.363 1 Signed: Date: 1 1 1 CITY OF YAKIMA WILLIAM 0. DOUGLAS TRAIL ENHANCEMENT 1 6TH AVE. - `I' ST. TO NACHES RIVER PATHWAY 1 CITY PROJECT NO. 2166 FEDERAL AID NO. STPE-1485(020) JANUARY 2010 1 ER x , L4 cr. fP -.44 -4/ • 1/4 1 ()NAL 1 1 1 1 1 / 254 INVITATION TO BID 1 NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901 until 2:00 PM on February 3, 2010 and will then and there be opened and publicly read for the construction of t CITY OF YAKIMA i William O. Douglas Trail Enhancement 6th Ave. - `1' St. to Naches River Pathway 1 City Project No. 2166 / Federal Aid No. STPE- 1485(020) This contract provides for the improvement of The William O. Douglas Trail from 'I' Street to the Naches River Pathway, by constructing an asphalt pathway along the west side of 6th Avenue, installing a post, cable and boxwood barrier, an irrigation system and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 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 $50.00 for each set, non refundable, or by ordering a set by phone at 509 - 575 -6111 or by FAX at 509 - 576 -6314. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to I 2000 -4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids I in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. ' 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. I The City reserves the right to reject any or all bids and proposals. DATED this 8th day of January, 2010 DEBORAH KLOSTER CITY CLERK PUBLISH January 13, 2010 January 20, 2010 1 1 3/254 1 CONTENTS 1 CITY OF YAKIMA I William O. Douglas Trail Enhancement 6th Ave. - `1' St. to Naches River Pathway 1 City Project No. 2166 / Federal Aid No. STPE- 1485(020) SECTION PAGE 1 INVITATION TO BID 3 I STANDARD SPECIFICATIONS Standard Specifications 7 Amendments to the 2008 Standard Specifications 7 I CONTRACT PROVISIONS Special Provisions 67 Project Description 69 Definitions 69 I 1 -02 Bid Procedures and Conditions 70 1 -03 Award and Execution of Contract 74 1 -04 Scope of the Work 76 I 1 -05 Control of Work 76 1-06 Control of Material 83 1 -07 Legal Relations and Responsibilities to the Public 85 1 -08 Prosecution and Progress 115 1 -09 Measurement and Payment 119 1-10 Temporary Traffic Control 120 2 -01 Clearing, Grubbing, and Roadside Cleanup 122 2 -03 Roadway Excavation and Embankment 122 I 2 -07 Watering 123 5-04 Hot Mix Asphalt 125 7 -05 Manholes, Inlets, Catch Basins, and Drywells 129 I 7 -08 General Pipe Installation Requirements 130 8-02 Roadside Restoration 131 8 -03 Irrigation Systems 131 8 -11 Guardrail (New Section) 132 I 8 -30 Repair or Replacement (New Section) 133 9-03 Aggregates 136 Revised Standard Plans 137 I FHWA Form #1273 143 I Contract Form 169 Performance Bond Form 171 Informational Certificate of Insurance 173 I Informational Additional Insured Endorsement 175 Minimum Wage Affidavit Form 177 1 1 1 5/254 1 PREVAILING WAGE RATES Prevailing Wage Rates 177 FEDERAL WAGE RATES 178 STATE WAGE RATES 221 PROPOSAL Proposal Form 235 Item Proposal Bid Sheet 237 Bid Bond Form 239 Non - Collusion Declaration 241 Non - Discrimination Provision 242 Subcontractor List 243 Women and Minority Business Enterprise Policy 244 Council Resolution 245 Affirmative Action Plan 246 Bidders Certification 248 Subcontractors Certification 249 Materially and Responsive 250 1 PROPOSAL SIGNATURE SHEET 252 BIDDERS CHECKLIST 253 r PLANS & DETAILS Standard Details Attached Project Details Attached Construction Plans Attached 1 1 1 1 1 1 1 1 6/254 1 ' INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2008 Standard Specifications for Road, Bridge, and Municipal Construction. 1 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. 1 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 -03, AWARD AND EXECUTION OF CONTRACT April 7, 2008 1 -03.1 Consideration of Bids This section is supplemented with the following new sub - section. 1 1 03.1(1) Tied Bids After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie- breaker will be determined by drawing as described in this Section. Two or more slips of paper will be marked as follows: one marked "Winner" and the other(s) marked "unsuccessful ". The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked "Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders that submitted a Bid 1 total that is exactly equal to the lowest responsive Bid are eligible to draw. SECTION 1 -04, SCOPE OF THE WORK April 7, 2008 1- 04.4(1) Minor Changes The first sentence in the first paragraph is revised to read: Payments or credits for changes amounting to $15,000 or less may be made under the bid item 1 "Minor Change." 1 - 04.5 Procedure and Protest by the Contractor In the second paragraph, number 2, the reference to 7 calendar days is revised to 14 calendar days. The second sentence in the fifth paragraph is revised to read: The determination will be provided within 14- calendar days after receipt of the Contractor's supplemental written statement (including any additional information requested by the Project Engineer to support a continuing protest) described in item 2 above. 1 ' 7/254 1 SECTION 1 -05, CONTROL OF WORK April 7, 2008 1 1 -05.1 Authority of the Engineer The fourth paragraph is revised to read: 1 At the Contractor's risk, the Project Engineer may suspend all or part of the Work according to Section 1 -08.6. 1 1 -05.12 Final Acceptance The second paragraph is revised to read: I The Contractor agrees that neither completion nor final acceptance shall relieve the Contractor of the responsibility to indemnify, defend, and protect the Contracting Agency against any claim or loss resulting from the failure of the Contractor (or the subcontractors or lower tier subcontractors) ' to pay all laborers, mechanics, subcontractors, materialpersons, or any other person who provides labor, supplies, or provisions for carrying out the Work or for any payments required for unemployment compensation under Title 50 RCW or for industrial insurance and medical aid required under Title 51 RCW. SECTION 1 -06, CONTROL OF MATERIALS 1 August 3, 2009 1- 06.2(2)A General 1 Tables 1 and 2 are revised to read: Table 1 Estimated Percent of Work Within Specification Limits 1 Estimated Percent Upper Quality Index Q or Lower Quality Index QL Within Specification n -10 n=12 I Limits - - (P or PO n =3 n =4 n 5 n =6 n =7 n =8 n =9 nt 11 n =14 1 100 1.16 1.49 1.72 1.88 1.99 2.07 2.13 2.20 2.28 99 - 1.46 1.64 1.75 1.82 1.88 1.91 1.96 2.01 98 - 1.43 1.58 1.66 1.72 1.75 1.78 1.81 1.84 97 1.15 1.40 1.52 1.59 1.63 1.66 1.68 1.71 1.73 96 - 1.37 1.47 1.52 1.56 1.58 1.60 1.62 1.64 I 95 1.14 1.34 1.42 1.47 1.49 1.51 1.52 1.54 1.55 94 - 1.31 1.38 1.41 1.43 1.45 1.46 1.47 1.48 93 1.13 1.28 1.33 1.36 1.38 1.39 1.40 1.41 1.41 1 92 1.12 1.25 1.29 1.31 1.33 1.33 1.34 1.35 1.35 91 1.11 1.22 1.25 1.27 1.28 1.28 1.29 1.29 1.30 90 1.10 1.19 1.21 1.23 1.23 1.24 1.24 1.24 1.25 1 89 1.09 1.16 1.18 1.18 1.19 1.19 1.19 1.19 1.20 88 1.07 1.13 1.14 1.14 1.15 1.15 1.15 1.15 1.15 87 1.06 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.11 86 1.04 1.07 1.07 1.07 1.07 1.06 1.06 1.06 1.06 85 1.03 1.04 1.03 1.03 1.03 1.03 1.02 1.02 1.02 I 8/254 1 I 84 1.01 1.01 1.00 0.99 0.99 0.99 0.99 0.98 0.98 83 0.99 0.98 0.97 0.96 0.95 0.95 0.95 0.95 0.94 I 82 0.97 0.95 0.93 0.92 0.92 0.92 0.91 0.91 0.91 81 0.95 0.92 0.90 0.89 0.88 0.88 0.88 0.87 0.87 80 0.93 0.89 0.87 0.86 0.85 0.85 0.84 0.84 0.84 I 79 0.91 0.86 0.84 0.82 0.82 0.81 0.81 0.81 0.80 78 0.88 0.83 0.81 0.79 0.79 0.78 0.78 0.77 0.77 I 77 0.86 0.80 0.77 0.76 0.75 0.75 0.74 0.74 0.74 76 0.83 0.77 0.74 0.73 0.72 0.72 0.71 0.71 0.70 75 0.81 0.74 0.71 0.70 0.69 0.69 0.68 0.68 0.67 1 74 0.78 0.71 0.68 0.67 0.67 0.65 0.65 0.65 0.64 73 0.75 0.68 0.65 0.64 0.63 0.62 0.62 0.62 0.61 I 72 0.73 0.65 0.62 0.61 0.60 0.59 0.59 0.59 0.58 71 0.70 0.62 0.59 0.58 0.57 0.57 0.56 0.56 0.55 70 0.67 0.59 0.56 0.55 0.54 0.54 0.53 0.53 0.52 I 69 0.64 0.56 0.53 0.52 0.51 0.51 0.50 0.50 0.50 68 0.61 0.53 0.50 0.49 0.48 0.48 0.48 0.47 0.47 I 67 66 0.58 0.50 0.47 0.46 0.45 0.45 0.45 0.44 0.44 0.55 0.47 0.45 0.43 0.43 0.42 0.42 0.42 0.41 65 0.51 0.44 0.42 0.40 0.40 0.39 0.39 0.39 0.38 64 0.48 0.41 0.39 0.38 0.37 0.37 0.36 0.36 0.36 63 0.45 0.38 0.36 0.35 0.34 0.34 0.34 0.33 0.33 62 0.41 0.35 0.33 0.32 0.32 0.31 0.31 0.31 0.30 I 61 0.38 0.30 0.30 0.30 0.29 0.28 0.28 0.28 0.28 60 0.34 0.28 0.28 0.25 0.25 0.25 0.25 0.25 0.25 I 59 0.31 0.27 0.25 0.23 0.23 0.23 0.23 0.23 0.23 58 0.30 0.25 0.23 0.20 0.20 0.20 0.20 0.20 0.20 57 0.25 0.20 0.18 0.18 0.18 0.18 0.18 0.18 0.18 I 56 0.20 0.18 0.16 0.15 0.15 0.15 0.15 0.15 0.15 55 0.18 0.15 0.13 0.13 0.13 0.13 0.13 0.13 0.13 I 54 0.15 0.13 0.10 0.10 0.10 0.10 0.10 0.10 0.10 53 0.10 0.10 0.08 0.08 0.08 0.08 0.08 0.08 0.08 52 0.08 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 I 51 0.05 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 (continued) 1 1 1 I 9/254 1 Table 1 (continued) Estimated Percent of Work Within Specification Limits I Estimated Percent Within Ulper Quality Index Q or Lower Quality Index QL I Specification Limits n =15 n =18 n =23 n =30 n =43 n =67 (P or P to to to to to to n =17 n =22 n =29 n =42 n =66 00 100 2.34 2.39 2.44 2.48 2.51 2.56 I 99 2.04 2.07 2.09 2.12 2.14 2.16 98 1.87 1.89 1.91 1.93 1.94 1.95 97 1.75 1.76 1.78 1.79 1.80 1.81 96 1.65 1.66 1.67 1.68 1.69 1.70 I 95 1.56 1.57 1.58 1.59 1.59 1.60 94 1.49 1.50 1.50 1.51 1.51 1.52 I 93 1.42 1.43 1.43 1.44 1.44 1.44 92 1.36 1.36 1.37 1.37 1.37 1.38 91 1.30 1.30 1.31 1.31 1.31 1.31 I 90 1.25 1.25 1.25 1.25 1.26 1.26 89 1.20 1.20 1.20 1.20 1.20 1.20 88 1.15 1.15 1.15 1.15 1.15 1.15 87 1.11 1.11 1.11 1.11 1.11 1.11 86 1.06 1.06 1.06 1.06 1.06 1.06 I 85 1.02 1.02 1.02 1.02 1.02 1.02 84 0.98 0.98 0.98 0.98 0.98 0.98 I 83 0.94 0.94 0.94 0.94 0.94 0.94 82 0.91 0.90 0.90 0.90 0.90 0.90 81 0.87 0.87 0.87 0.87 0.87 0.87 80 0.83 0.83 0.83 0.83 0.83 0.83 79 0.80 0.80 0.80 0.80 0.80 0.79 78 0.77 0.76 0.76 0.76 0.76 0.76 I 77 0.73 0.73 0.73 0.73 0.73 0.73 76 0.70 0.70 0.70 0.70 0.70 0.70 75 0.67 0.67 0.67 0.67 0.67 0.66 111 74 0.64 0.64 0.64 0.64 0.64 0.63 73 0.61 0.61 0.61 0.61 0.61 0.60 I 72 0.58 0.58 0.58 0.58 0.58 0.57 71 0.55 0.55 0.55 0.55 0.55 0.54 70 0.52 0.52 0.52 0.52 0.52 0.52 1 69 0.49 0.49 0.49 0.49 0.49 0.49 68 0.47 0.46 0.46 0.46 0.46 0.46 I 67 0.44 0.44 0.43 0.43 0.43 0.43 66 0.41 0.41 0.41 0.41 0.41 0.40 65 0.38 0.38 0.38 0.38 0.38 0.38 I 64 0.36 0.35 0.35 0.35 0.35 0.35 10/254 1 I 63 0.33 0.33 0.33 0.33 0.33 0.32 62 0.30 0.30 0.30 0.30 0.30 0.30 I 61 0.28 0.28 0.28 0.28 0.28 0.28 60 0.25 0.25 0.25 0.25 0.25 0.25 I 59 0.23 0.23 0.23 0.23 0.23 0.23 58 0.20 0.20 0.20 0.20 0.20 0.20 57 0.18 0.18 0.18 0.18 0.18 0.18 I 56 0.15 0.15 0.15 0.15 0.15 0.15 55 0.13 0.13 0.13 0.13 0.13 0.13 I 54 0.10 0.10 0.10 0.10 0.10 0.10 53 0.08 0.08 0.08 0.08 0.08 0.08 52 0.05 0.05 0.05 0.05 0.05 0.05 I 51 0.03 0.03 0.03 0.03 0.03 0.03 50 0.00 0.00 0.00 0.00 0.00 0.00 I Table 2 - Pay Factors PAY I FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor (Pu + PO - 100 Category n =10 n =12 n =15 n =18 n =23 n =30 n =43 n =67 n =3 n =4 n =5 n =6 n =7 n =8 n =9 to to to to to to to to I n =11 n =14 n =17 n =22 n =29 n =42 n =66 1.05 100 100 100 100 100 100 100 100 100 100 1.04 100 99 97 95 96 96 96 97 97 97 97 I 1.03 100 98 96 94 92 93 93 94 95 95 96 96 1.02 99 97 94 91 89 90 91 92 93 93 94 94 1.01 100 100 100 98 95 92 89 87 88 89 90 91 92 92 93 I 1.00 69 75 78 80 82 83 84 85 86 87 88 89 90 91 92 0.99 66 72 76 78 80 81 82 83 84 85 86 87 89 90 91 0.98 64 70 74 76 78 79 80 81 82 84 85 86 87 88 90 0.97 63 68 72 74 76 771 78 79 81 82 83 84 86 87 88 I 0.96 61 67 70 72 74 75 76 78 79 81 82 83 84 86 87 0.95 59 65 68 71 72 74 75 76 78 79 80 82 83 84 86 0.94 58 63 67 69 71 72 73 75 76 78 79 80 82 83 85 I 0.93 57 62 65 67 69 71 72 73 75 76 78 79 80 82 84 0.92 55 60 63 66 68 69 70 72 73 75 76 78 79 81 82 0.91 54 59 62 64 66 68 69 70 72 74 75 76 78 79 81 I 0.90 53 57 61 63 65 66 67 69 71 72 74 75 77 78 80 0.89 51 56 59 62 63 65 66 68 69 71 72 74 75 77 79 0.88 50 55 58 60 62 64 65 66 68 70 71 73 74 76 78 0.87 49 53 57 59 61 62 63 65 67 68 70 71 73 75 77 I 0.86 48 _ 52 55 58 59 61 62 64 66 67 69 70 72 74 76 Note: If the value of (Pu + PO - 100 does not correspond to a (Pu + PO - 100 value in this table, use the next smaller (P + PO - 100 value. 1 (continued) 1 1 I 11 / 254 1 Table 2 - Pay Factors (continued) PAY Minimum Required Percent of Work Within Specification Limits for a Given Pay Factor (P + P - 100 I FACTOR Category n =10 n =12 n=15 n=48 n =23 n=30 n =43 n =67 n =3 n=4 n =5 n =5 n =7 n =8 n=9 to to to to to to to to n =11 n =14 n =17 r22 n =20 n=42 n =ei8 0.85 46 51 54 58 58 BO 51 82 64 86 87 60 71 72 75 I 0.84 45 49 53 55 57 58 60 81 83 85 85 68 70 71 73 0.83 44 48 51 54 56 57 58 80 62 84 85 67 69 70 72 0.82 43 47 50 53 54 56 57 59 81 82 64 66 67 89 71 0.81 41 46 49 51 53 55 56 58 59 81 63 64 68 68 70 I 0.80 40 44 48 50 52 54 55 58 58 80 62 83 65 67 69 0.79 39 43 48 49 51 52 54 55 57 59 81 62. 64 66 68 0 -78 2.8 42 45 48 50 51 52 54 58 58 59 51 03 65 07 I 0 ` 35 41 44 45 46 50 51 53 55 57 53 60 82 64 66 €1_76 35 39 43 45 47 49 50 52 54 55 57 59 61 83 65 0.75 33 38 42 44 48 48 49 51 53 54 55 58 60 52 64 „;u f' 32 37 40 43 45 47 48 49 52 53 55 57 59 60 03 -. < Uq s; 30 38 32 42 44 45 47 48 50 52 54 55 57 59 62 0 1 " E "a TA 2 8 3 ` 4 38 41 43 44 45 47 49 51 53 55 58 58 61 :'414:;;: . '' " :"� ::i:' 27 33 37 39 42 43 45 48 48 50 52 53 55 57 60 25 32 36 _ 38 40 42 43 _ 45 47 49 51 52 54 56 _ 50 ,' �aY :: r . . i. V a lue s Less < T h a , 7 ,. ` 1 F. S r! ' rt Above' . ':. ," .. = ' r' . '�."u..ra z .; ;:: �� - a�^..d,.:,�r�..5�� ^ »� "\: >.: ;:�:..: x ALL: . - . -,; " , ' . = ":. : a -.. < ,. ;:ra� E�rsa. .- - - . i ,. a.`r:. :., s . , . Reject Quality Levels Less Than Those Specified for a 0.75 Pay Factor Note: tf the value of (P + PO - 100 does not correspond to a (P„ + P - 100 value in this tattle, use the next smaller (Pu + Pi) - 100 value. 1- 06.2(2)D Quality Level Analysis I The content of this section is revised and moved to the following sub - sections: 1- 06.2(2)D1 General I The quality level calculations for HMA and other materials are completed using the formulas in Section 1- 06.2(2)D4. For HMA the definition of the "x" value used in the calculations and the I definition of the upper and lower specification limit are in Section 1- 06.2(2)D2. For other materials the definition of the "x" value used in the calculations and the definition of the upper and lower specification limit are in Section 1- 06.2(2)D3. All other terms and variables are the same for all I calculations. 1- 06.2(2)D2 Hot Mix Asphalt I x = difference between an individual test value and the job mix formula (JMF) USL = maximum allowable limit in Section 9- 03.8(7) LSL = minimum allowable limit in Section 9- 03.8(7) t 1- 06.2(2)D3 Other Materials x = individual test value USL = upper specification limit I LSL = lower specification limit 1- 06.2(2)D4 Quality Level Calculation 1 The procedures for determining the quality level and pay factors for a material are as follows: 1. Determine the arithmetic mean X for each specified material constituent: I 12/254 1 Ex X m ' where: E = summation of x n = total number test values 2. Compute the sample standard deviation, "S ", for each constituent: n x 2 - x)2 1/2 ' S = nn -1 ( ) ' where: E x = summation of the squares of individual test values (E x) = summation of the individual test values squared ' 3. Compute the upper quality index, (QU), for each constituent: Qu = USL - Xm S 4. Compute the lower quality index, (QL), for each constituent: Q� Xm - LSL 1 5. For each constituent determine Pu (the percent within the upper Specification limit which corresponds to a given Qu) from Table 1. If the USL is 100.00 percent or is not specified, ' Pu will be 100. For negative values of Qu, Pu is equal to 100 minus the table Pu (e.g. N = 15 and Qu = -0.5 will result in Pu = 30). If the value of Qu does not correspond exactly to a figure in the table, use the next higher value. 1 6. For each constituent determine PL (the percent within the lower Specification limit which corresponds to a given QL) from Table 1. If the LSL is zero or not specified, PL will be ' 100. For negative values of QL, PL is equal to 100 minus the table PL. If the value of QL does not correspond exactly to a figure in the table, use the next higher value. 7. For each constituent determine the quality level (the total percent within Specification ' limits): Quality Level = (Pu + PL) - 100 ' 8. Using the quality level from step 7, determine the pay factor (PF;) from Table 2 for each constituent tested. 1 1 ' 13/254 9. Determine the Composite Pay Factor (CPF) for each lot. CPF = f1(PF1) + f2(PF2) + ... + fi(PFi) E fi i =1 to j r where: fi = price adjustment factor listed in these Specifications for the applicable material where: j = number of constituents being evaluated 1 -06.6 Sieves for Testing This section including title is revised to read: 1 -06.6 Vacant SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC O August 3, 2009 ' 1- 07.2(2) State Sales Tax: Work on State -Owned or Private Land The following new paragraph is inserted in front of the first paragraph: State Department of Revenue Rule 170 and its related rules apply for this section. 1- 07.5(1) General 1 The following new paragraph is inserted after the first paragraph: The Contractor shall be responsible to immediately report to the Engineer any deviation from the contract provisions pertaining to environmental compliance, including but not limited to spills, unauthorized fill in waters of the State including wetlands, water quality standards, noise, air quality, etc. ' 1- 07.5(2) State Department of Fish and Wildlife The following new numbered item is inserted after number 8.: , 9. Immediately notify the Engineer and stop all work causing impacts, if at any time, as a result of project activities, fish are observed in distress, or a fish kill occurs. , 1- 07.5(3) State Department of Ecology Number 4. is supplemented with the following: ' These include, but are not limited to petroleum products, hydraulic fluid, fresh concrete, sediments, sediment -laden water, chemicals, paint, solvents, or other toxic or deleterious materials. 1 -07.8 High Visibility Apparel This section is revised to read: The Contractor shall require all personnel under their control (including service providers, Subcontractors and lower tier Subcontractors) that are on foot in the work zone and are exposed to vehicle traffic or construction equipment to wear the high visibility apparel described in this Section. The Contractor shall ensure that a competent person as identified in the MUTCD selects the appropriate high - visibility apparel suitable for the job -site conditions. 14/254 ' High visibility garments shall always be the outermost garments. ' High visibility garments shall be in a condition compliant with the ANSI 107 -2004 and shall be used in accordance with manufacturer recommendations. This section is supplemented with the following new sub - sections. ' 1 07.8(1) Traffic Control Personnel All personnel performing the Work described in Section 1 -10 (including traffic control supervisors, flaggers, spotters, and others performing traffic control labor of any kind), shall comply with the following: 1. During daylight hours with clear visibility, workers shall wear a high - visibility ANSI /ISEA 107 -2004 Class 2 or 3 vest or jacket, and hardhat meeting the high visibility headwear requirements of WAC 296- 155 -305; and ' 2. During hours of darkness (1/2 -hour before sunset to 1/2 -hour after sunrise) or other low visibility conditions (snow, fog, etc.), workers shall wear a high - visibility ANSI /ISEA 107- 2004 Class 2 or 3 vest or jacket, high visibility lower garment meeting ANSI /ISEA 107- 2004 Class E, and hardhats meeting the high visibility headwear requirements of WAC 1 296 -155 -305. 1 07.8(2) Non - Traffic Control Personnel ' All personnel, except those performing the Work described in Section 1 -10, shall wear high visibility apparel meeting the ANSI /ISEA 107 -2004 Class 2 or 3 standard. ' 1 07.9(1) General The following new paragraph is inserted to follow the sixth paragraph: t The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition "Contractor" in WAC 296- 127 -010, complies with all the requirements of RCW 39.12. ' This section is supplemented with the following: ' Listing Recovery Act (and Other) New Hire Opportunities With the Employment Security Department There are many talented people currently unemployed. As the signs on Contracting Agency t projects advertise the Recovery Act is about creating jobs and putting people back to work. As a companion effort the Employment Security Department has been charged with giving people the opportunity to compete for these jobs. Their tool for doing so is WorkSource. WorkSource is a ' free service located across the State that screens, shortlists and refers qualified candidates. WorkSource employees are aware that the Contractor has other commitments as part of general business practices and as part of the Contract. Contractors may be subject to hiring commitments such as Equal Employment Opportunity or union commitments. However, utilizing WorkSource can be an essential effort as part of their various good faith efforts. ' WorkSource is a resource that is available across the State. Contractors who have been awarded WSDOT Contracts shall be prepared to discuss their recruitment plans and how WorkSource will be incorporated into that effort at the preconstruction conference. WorkSource has a simple 1 process for requesting and reporting new hires. ' 15/254 1 The Contractor may contact the ARRA Business Unit at 877 - 453 -5906 (toll free) or ARRA @esd.wa.gov. There is additional information available on the website; https: // fortress .wa.gov /esd /worksource /. 1 - 07.15 Temporary Water Pollution /Erosion Control This section is supplemented with the following: Stormwater or dewatering water that has come in contact with concrete rubble, concrete pours, or cement treated soils shall be maintained to pH 8.5 or less before it is allowed to enter waters of the state. If pH exceeds 8.5, the Contractor shall immediately discontinue work and initiate treatment according to the plan to lower the pH. Work may resume, with treatment, once the pH of the stormwater is 8.5 or Tess or it can be demonstrated that the runoff will not reach surface waters. High pH process water shall not be discharged to waters of the state. Unless specific measures are identified in the Special Provisions, high pH process water may be infiltrated, dispersed in 1 vegetation or compost, or pumped to a sanitary sewer system. Water being infiltrated or dispersed shall have no chance of discharging directly to waters of the state, including wetlands or conveyances that indirectly lead to waters of the state. High pH process water shall be treated to within a range of 6.5 to 8.5 pH units prior to infiltration to ensure the discharge does not cause a violation of groundwater quality standards. If water is pumped to the sanitary sewer, the Contractor shall provide a copy of permits and requirements for placing the material into a sanitary sewer system prior to beginning the work. Process water may be collected and disposed of by the Contractor off the project site. The Contractor shall provide a copy of the permit for an approved waste site for the disposal of the process water prior to the start of work which generates the process water. 1 07.15(1) Spill Prevention, Control and Countermeasures Plan This section is revised to read: The Contractor shall prepare a project- specific spill prevention, control, and countermeasures plan (SPCC Plan) that will be used for the duration of the project. The Contractor shall submit the plan to the Project Engineer no later than the date of the preconstruction conference. No on -site construction activities may commence until WSDOT accepts an SPCC Plan for the project. The term "hazardous materials ", as used in this Specification, is defined in Chapter 447 of the WSDOT Environmental Procedures Manual (M31 -11). Occupational safety and health requirements that may pertain to SPCC Plan implementation are contained in but not limited to WAC 296 -824 and WAC 296 -843. Implementation Requirements The SPCC Plan shall be updated by the Contractor throughout project construction so that the written plan reflects actual site conditions and practices. The Contractor shall update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan on the project site. All project employees shall be trained in spill prevention and containment, and shall know where the SPCC Plan and spill response kits are located and have immediate access to them. If hazardous materials are encountered or spilled during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. The Contractor shall supply and maintain spill response kits of appropriate size within close proximity to hazardous materials and equipment. The Contractor shall implement the spill prevention measures identified in the SPCC Plan before performing any of the following: 1 16/254 ' 1. Placing materials or equipment in staging or storage areas. 2. Refueling, washing, or maintaining equipment. 1 3. Stockpiling contaminated materials. SPCC Plan Element Requirements The SPCC Plan shall set forth the following information in the following order: 1. Responsible Personnel ' Identify the name(s), title(s), and contact information for the personnel responsible for implementing and updating the plan, including all spill responders. ' 2. Spill Reporting List the names and telephone numbers of the federal, State, and local agencies the Contractor shall notify in the event of a spill. 3. Project and Site Information Describe the following items: ' A. The project Work. ' B. The site location and boundaries. C. The drainage pathways from the site. 1 D. Nearby waterways and sensitive areas and their distances from the site. 4. Potential Spill Sources Describe each of the following for all potentially hazardous materials brought or generated on -site (including materials used for equipment operation, refueling, maintenance, or cleaning): ' A. Name of material and its intended use. B. Estimated maximum amount on -site at any one time. C. Location(s) (including any equipment used below the ordinary high water line) ' where the material will be staged, used, and stored and the distance(s) from nearby waterways and sensitive areas. ' D. Decontamination location and procedure for equipment that comes into contact with the material. ' E. Disposal procedures. 5. Pre - Existing Contamination ' Describe any pre- existing contamination and contaminant sources (such as buried pipes or tanks) in the project area that are described in the Contract documents. Identify equipment and work practices that will be used to prevent the release of contamination. 1 6. Spill Prevention and Response Training Describe how and when all personnel (including refueling contractors and Subcontractors) will be trained in spill prevention, containment and response in ' accordance with the Plan. Describe how and when all spill responders will be trained in accordance with WAC 296 -824. ' 17/254 1 7. Spill Prevention I Describe the following items: A. Spill response kit contents and location(s). I B. Security measures for potential spill sources. C Secondary containment practices and structures for all containers to handle the I maximum volume of potential spill of hazardous materials. D. Methods used to prevent stormwater from contacting hazardous materials. 111 E. Site inspection procedures and frequency. 1 F. Equipment and structure maintenance practices. G. Daily inspection and cleanup procedures that ensure all equipment used below I the ordinary high water line is free of all external petroleum based products. H. Refueling procedures for equipment that cannot be moved from below the 1 ordinary high water line. 8. Spill Response 1 Outline the response procedures the Contractor will follow for each scenario listed below. Include a description of the actions the Contractor shall take and the specific, on -site, spill response equipment that shall be used to assess the spill, secure the area, contain and I eliminate the spill source, and clean up and dispose of spilled and contaminated material. A. A spill of each type of hazardous material at each location identified in 4, above. 1 B. Stormwater that has come into contact with hazardous materials. C. A release or spill of any pre- existing contamination and contaminant source I described in 5, above. D. A release or spill of any unknown pre- existing contamination and contaminant sources (such as buried pipes or tanks) encountered during project Work. E. A spill occurring during Work with equipment used below the ordinary high water I line. If the Contractor will use a Subcontractor for spill response, provide contact information 1 for the Subcontractor under item 1 (above), identify when the Subcontractor will be used, and describe actions the Contractor shall take while waiting for the Subcontractor to respond. 1 9. Project Site Map Provide a map showing the following items: 1 A. Site location and boundaries. B. Site access roads. 18/254 1 C. Drainage pathways from the site. ' D. Nearby waterways and sensitive areas. ' E. Hazardous materials, equipment, and decontamination areas identified in 4, above. ' F. Pre - existing contamination or contaminant sources described in 5, above. G. Spill prevention and response equipment described in 7 and 8, above. 10. Spill Report Forms Provide a copy of the spill report form(s) that the Contractor will use in the event of a release ' or spill. Payment ' Payment will be made in accordance with Section 1 -04.1 for the following Bid item when it is included in the Proposal: "SPCC Plan ", lump sum. ' When the written SPCC is accepted by WSDOT, the Contractor shall receive 50-percent of the p Y � p ' lump sum Contract price for the plan. The remaining 50- percent of the lump sum price will be paid after the materials and equipment called for in the plan is mobilized to the project. ' The lump sum payment for "SPCC Plan" shall be full pay for: 1 1. All costs associated with creating the accepted SPCC Plan. 2. All costs associated with providing and maintaining the on -site spill prevention equipment ' described in the accepted SPCC Plan. 3. All costs associated with providing and maintaining the on -site standby spill response ' equipment and materials described in the accepted SPCC Plan. 4. All costs associated with implementing the spill prevention measures identified in the accepted SPCC Plan. 5. All costs associated with updating the SPCC Plan as required by this Specification. As to other costs associated with releases or spills, the Contractor may request payment as provided for in the Contract. No payment shall be made if the release or spill was caused by or resulted from the Contractor's operations, negligence, or omissions. 1 07.16(2) Vegetation Protection and Restoration The last sentence in the first paragraph is revised to read: ' The Engineer will designate the vegetation to be saved and protected by a site preservation line, high visibility fencing, or individual flagging. This section is supplemented with the following new sub - section: ' 19/254 1- 07.16(2)A Wetland and Sensitive Area Protection Existing wetland and other environmentally sensitive areas, where shown in the Plans or designated by the Engineer, shall be saved and protected through the life of the Contract. When applicable, a site preservation line has been established as a boundary between work zones and sensitive environmental areas. The Contractor shall install high visibility fence as shown in the Plans or designated by the Engineer in accordance with 8- 01.3(1). The areas to be protected include critical environmental areas, buffer zones, and other areas of vegetation to be preserved. The Contractor shall keep areas identified by the site preservation lines free of construction equipment, construction materials, debris, and runoff. No access, to include but not limited to excavation, clearing, staging, or stockpiling shall be performed inside the protected area. 1 07.16(4) Archaeological and Historical Objects ' This section is supplemented with the following new sub - section: 1 07.16(4)A Inadvertent Discovery of Human Skeletal Remains ' If human skeletal remains are encountered by the Contractor, they shall not be further disturbed. The Contractor shall immediately notify the Engineer of any such finds, and shall cease all work adjacent to the discovery, in an area adequate to provide for the total security and protection of the integrity of the skeletal remains. The Engineer may require the Contractor to suspend Work in the vicinity of the discovery until final determinations and removal of the skeletal remains is completed. If the Engineer finds that the suspension of Work in the vicinity of the discovery increases or decreases the cost or time required for performance of any part of the Work under this Contract, the Engineer will make an adjustment in payment or the time required for the performance of the Work in accordance with Sections 1 - 04.4 and 1 -08.8. 1 07.17(2) Utility Construction, Removal or Relocation by Others The first sentence in the second paragraph is revised to read: If the Contract provides notice that utility work (including furnishing, adjusting, relocating, replacing, or constructing utilities) will be performed by others during the prosecution of the Work, the Special Provisions will establish the utility owners anticipated completion. The first sentence in the third paragraph is revised to read: 1 When others delay the Work through late performance of utility work, the Contractor shall adhere to the requirements of Section 1 -04.5. 1 1 - 07.23 Public Convenience and Safety This section is revised to read: 1 The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of the Work covered by the Contract. The Contractor shall perform any measures or actions the Engineer may deem necessary to protect the public and property. The responsibility and expense to provide this protection shall be the Contractor's except that which is to be furnished by the Contracting Agency as specified in other sections of these Specifications. Nothing contained in this Contract is intended to create any third - party beneficiary rights in favor of the public or any individual utilizing the Highway facilities being constructed or improved under this Contract. 20 / 254 ' 1-07.23(1) Construction Under Traffic ' The second sentence in the second paragraph is revised to read: The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. 1 The fifth sentence in the second paragraph is revised to read: ' The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. The final paragraph in this section is deleted. 1 07.23(2) Construction and Maintenance of Detours Number 1. under the first paragraph is revised to read: Detours and detour bridges that will accommodate traffic diverted from the Roadway, bridge, 1 sidewalk or path during construction, SECTION 1 -08, PROSECUTION AND PROGRESS 1 August 3, 2009 1 -08.1 Subcontracting ' Item (2) in the first sentence of the seventh paragraph is revised to read: (2) Delivery of these materials to the Work site in vehicles owned or operated by such plants or by ' recognized independent or commercial hauling companies hired by those commercial plants. 1 08.3(2)A 'Type A Progress Schedule ' This section is revised to read: The Contractor shall submit five copies of a Type A Progress Schedule no later than 10 days after ' the date the contract is executed, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for 1 corrections within 15 calendar days of receiving the submittal. 1 - 08.4 Prosecution of Work This section is supplemented with the following: When shown in the Plans, the first order of work on this project shall be the installation of high ' visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices are in place in accordance with 1- 10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1 1 1 21/254 1 1 -08.5 Time for Completion The third sentence in the first paragraph is revised to read: 1 A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the Contract specifically prohibits Work on the critical path of the Contractor's approved progress schedule, or I one of these holidays: January 1, the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. I 1 -08.6 Suspension of Work The first paragraph is revised to read: I The Engineer may order suspension of all or any part of the Work if: 1. Unsuitable weather that prevents satisfactory and timely performance of the Work; or I 2. The Contractor does not comply with the Contract: or 3. It is in the public interest. 1 -08.7 Maintenance During Suspension I The first sentence in the fourth paragraph is revised to read: If the Engineer determines that the Contractor has pursued the Work diligently before the I suspension, then the Contracting Agency will maintain the temporary Roadway (and bear its cost). The fifth paragraph is revised to read: I The Contractor shall protect and maintain all other Work in areas not used by traffic. All costs associated with protecting and maintaining such Work shall be the responsibility of the Contractor, I except those costs associated with implementing the TESC Plan according to Section 8 -01. The seventh paragraph is revised to read: I After any suspension, the Contractor shall resume all responsibilities the Contract assigns for the Work. SECTION 1 -09, MEASUREMENT AND PAYMENT I April 7, 2008 1 -09.9 Payments II The first paragraph is supplemented with the following: For items Bid as lump sum, the Contractor shall submit a breakdown of their lump sum price in I sufficient detail for the Project Engineer to determine the value of the Work performed on a monthly basis. Lump sum breakdowns shall be provided to the Project Engineer no later than the I date of the preconstruction meeting. The second sentence in the third paragraph is revised to read: 1 Unless otherwise provided in the payment clause of the applicable Specifications, partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Project I Engineer's determination of the amount of Work performed, with consideration given to but not exclusively based on the Contractors lump sum breakdown. 22/254 1 1 ' The third paragraph is supplemented with the following: The determination of payments under the contract will be final in accordance with Section 1 -05.1. 1 1 09.9(1) Retainage In the fourth paragraph, number 1, the reference to $20,000 is revised to read $35,000. ' SECTION 1 -10, TEMPORARY TRAFFIC CONTROL August 3, 2009 ' 1- 10.1(2) Description The following new paragraph is inserted after the second paragraph: 1 Unless otherwise permitted by the Contract or approved by the Project Engineer, the Contractor shall keep all existing pedestrian routes and access points (including sidewalks, paths and crosswalks) open and clear at all times. The second and third sentences in the third paragraph are revised to read: ' The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on or adjacent to Highways, roads, streets, sidewalks or paths. No Work shall be done on or adjacent to any Traveled Way until all necessary signs and traffic control devices are in place. 1 10.2(1) General The second sentence in the third paragraph is revised to read: ' Possession of a current TCS card and flagging card by the primary and alternate TCS is mandatory. ' 1 10.2(1)B Traffic Control Supervisor In number 1. under the third paragraph, the reference to the book Quality Guidelines for Work Zone Traffic Control Devices is revised to Quality Guidelines for Temporary Traffic Control Devices. 1 In number 2. under the third paragraph, the second sentence is revised to read: Traffic control devices shall be inspected at least once per hour during working hours except that 1 Class A signs need to be checked only once a week and nighttime lighting need to be checked only once a shift. 1 10.2(2) Traffic Control Plans The first sentence in the first paragraph is revised to read: The traffic control plan or plans appearing in the Contract documents show a method of handling vehicle, bicycle and pedestrian traffic. ' In the third sentence of the second paragraph, the reference to "MUTCD, Part VI" is revised to "MUTCD, Part 6 ". ' 1 10.2(3) Conformance to Established Standards The second paragraph is revised to read: ' 23 / 254 I ' n addition to the standards of the MUTCD described above, the Contracting Agency has crashworthiness requirements for most workzone devices. The National Cooperative Highway Research Project (NCHRP) Report 350 has established requirements for crash testing. Workzone devices are divided into four categories. Each of those categories is described below: In the paragraph that begins with "Category 2 ", the second sentence is revised to read: ' Examples of this class are barricades, portable sign supports and signs. 1- 10.3(1) Traffic Control Labor The second paragraph is revised to read: Vests and other high visibility apparel shall be in conformance with Section 1 -07.8. 1- 10.3(1)A Flaggers and Spotters 1 The following is inserted after the fifth sentence of the second paragraph: Flagger station illumination shall meet the requirements of the MUTCD and these specifications. 1 The Contractor shall provide portable lighting equipment capable of sufficiently illuminating a flagger and their station without creating glare for oncoming motorists, yet will meet the mobility requirements of the operation. The lighting stations shall be located on the same side of the roadway as the flagger and aimed either parallel or perpendicular to the traveled lanes to minimize glare. The lighting devices shall be located 5 to 10 feet from the edge of the travel lane with a mounting height of 15 to 25 ft above the ground. The flagger should be visible and discernable as a flagger from a distance of 1000 feet. The fourth sentence of the fourth paragraph is revised to read: 1 The duties of a spotter shall not include flagging and the use of a flagging paddle while performing spotting duties is not allowed. 1- 10.3(2)B Rolling Slowdown The first two paragraphs are deleted and replaced with the following: ' Rolling slowdown traffic control operations are not to be used for routine work that can be addressed by standard lane or shoulder closure traffic control. When a short-term roadway closure is needed for an infrequent, non - repetitive work operation such as a sign bridge removal, or utility wire crossing, the Contractor may implement a rolling slowdown on a multi -lane roadway, as part of an approved traffic control plan. 1 The Contractor shall submit for approval a traffic control plan detailing the expected delay time, interchange ramp control and rolling slowdown distance. A portable changeable message sign shall be placed ahead of the starting point of the traffic control to warn traffic of the slowdown. The sign shall be placed far enough ahead of the Work to avoid any expected backup of vehicles. A rolling slowdown shall use traffic control vehicles with flashing amber lights. At least one traffic control vehicle will be used for every two lanes to be slowed, plus a control vehicle will serve as a following (chase) vehicle for traffic ahead of the blockade. The traffic control vehicles shall enter the roadway and form a moving blockade to reduce traffic speeds and create a clear area ahead of the blockade in which to accomplish the work without a total stoppage of traffic. 1- 10.3(2)C Lane Closure Setup/Takedown ' The following is inserted in front of item 1. of the first paragraph: 24 / 254 ' 1 A portable changeable message sign shall be established in advance of the operation, far enough 1 back to provide warning of both the operation and of any queue of traffic that has formed during the operation. The second paragraph is revised to read: Once the lane is closed, the TMA/arrow board combination shall be replaced with an arrow board 1 without attenuator. The'second sentence of the third paragraph is revised to read: 1 A truck - mounted attenuator with arrow board is required during the process of closing each additional lane and is to be replaced with an arrow board without attenuator after the lane is closed. 1 10.3(2)D Mobile Operations t The first sentence of the first paragraph is revised to read: Where construction operations are such that movement along the length of a Roadway is 1 continuous or near - continuous to the extent that a stationary traffic control layout will not be effective, the Contractor may implement a moving, or mobile, traffic control scheme. 1 10.3(3)A Construction Signs The third paragraph is revised to read: All existing signs, new permanent signs installed under this Contract, and construction signs 1 installed under this Contract that are inappropriate for the traffic configuration at a given time shall be removed or completely covered in accordance with Section 8- 21.3(3). The seventh sentence of the fourth paragraph is revised to read: Class B construction signs are those signs that are placed and removed daily, or are used for short 1 durations which may extend for one to three days. The fourth paragraph is supplemented with the following: Tripod mounted signs in place more than three days in any one location, unless approved by the Engineer, shall be required to be post mounted and shall be classified as Class A construction signs. The fifth paragraph is revised to read: 1 Where it is necessary to add weight to signs for stability, sand bags or other similar ballast may be used but the height shall not be more than 4- inches above the Roadway surface, and shall not interfere with the breakaway features of the device. The Contractor shall follow the manufacturer's recommendations for sign ballasting. 1 10.3(3)B Sequential Arrow Signs The second and third sentences of the first paragraph are deleted. 1 10.3(3)C Portable Changeable Message Sign The second sentence of the first paragraph is deleted. 25 / 254 1 1- 10.3(3)D Barricades The second paragraph is revised to read: I Where it is necessary to add weight to barricades for stability, sand bags or other similar ballast may be used but the height shall not be more than 4- inches above the Roadway surface and shall I not interfere with the breakaway features of the device. The Contractor shall follow the manufacturer's recommendation for sign ballasting. 1 10.3(3)E Traffic Safety Drums 1 The second paragraph is revised to read: Used drums may be utilized, provided all drums used on the project are of essentially the same I configuration and the devices conform to Section 1- 10.2(3). 1- 10.3(3)G Traffic Cones 1 This section including title is revised to read: 1- 10.3(3)G Traffic Cones and Tall Channelizing Devices 1 Where shown on an approved traffic control plan or where ordered by the Engineer, the Contractor shall provide, install and maintain traffic cones or tall channelizing devices. Cones and tall channelizing devices shall be kept in good repair and shall be removed immediately when directed I by the Engineer. Where wind or moving traffic frequently displaces cones, an effective method of stabilizing them, such as stacking two together at each location, shall be employed or heavier weighted bases may be necessary. 1 1 10.3(3)J Truck - Mounted Attenuator This section is supplemented with the following: 1 A TMA may be used in lieu of a temporary impact attenuator when approved by the Engineer as part of a stage traffic control shift to protect an object such as blunt barrier end, or bridge pier I column that is located within the work zone clear zone. This use of a TMA is restricted to a maximum of 3 days or approved extension by the Engineer. 1 10.3(3)K Portable Temporary Traffic Control Signal 1 The first paragraph is revised to read: Where shown on an approved traffic control plan, the Contractor shall provide, operate, maintain I and remove a portable temporary traffic control signal system to provide alternating one -lane traffic operations on a two -way facility. A portable temporary traffic control signal system shall be defined as two traffic control units that operate together. The system shall be trailer mounted, fully self-' contained and designed so that it can be easily transported and deployed at different locations. The third sentence in the second paragraph is deleted. The following is inserted in front of the sixth paragraph: The Traffic Control Supervisor shall monitor and insure that the Portable Temporary Traffic Control I Signal is fully operational and maintained as specified by the manufacturer. This Work may include cleaning and replacing lamps and other routine maintenance as needed. I 1 10.4(2) Item Bids with Lump Sum for Incidentals The unit of measurement statement for "Portable Changeable Message Sign" is revised to read: 1 26/254 1 "Portable Changeable Message Sign" will be measured by the hour for the time that each sign is operating as shown on an approved Traffic Control Plan. t The unit of measurement statement for "Operation of Portable Changeable Message Sign" is deleted. The unit of measurement statement for "Portable Temporary Traffic Control Signal" is revised to read: No specific unit of measurement will apply to the lump sum item of "Portable Temporary Traffic Control Signal ". 1 10.5(1) Lump Sum Bid for Project (No Unit Items) ' This section is revised to read: "Project Temporary Traffic Control ", lump sum. The lump sum Contract payment shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1 -10, except for costs compensated by Bid ' Proposal items inserted through Contract Provisions as described in Section 1- 10.4(3). 1 10.5(2) Item Bids with Lump Sum for Incidentals ' The unit of measure for "Portable Changeable Message Sign" is revised to "per hour ". The bid item "Operation of Portable Changeable Message Sign" and the associated paragraph are deleted. ' The unit of measure for the bid item "Portable Temporary Traffic Control Signal," is revised to lump sum. ' The paragraph following "Portable Temporary Traffic Control Signal," is revised to read: ' The lump sum Contract price shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in performing the Contract Work as described in Section 1- 10.3(3)K, including all costs for traffic control during manual control, adjustment, malfunction, or ' failure of the portable traffic control signals and during replacement of failed or malfunctioning signals. ' SECTION 2 -01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP April 7, 2008 t 2- 01.3(1) Clearing Item 3 .is deleted. The first sentence in Item 4. is revised to read: Follow these requirements for all stumps that will be buried deeper than 5 -feet from the top, side, ' or end surface of the embankment or any structure: 2 01.3(2) Grubbing ' Item 2. e, is revised to read: Upon which embankments will be placed except stumps may be close -cut or trimmed as allowed in Section 2- 01.3(1) item 4. 27 / 254 1 SECTION 2 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS April 7, 2008 1 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters The first sentence in 3. is supplemented with the following: I For removal of bituminous pavement, asphalt planing equipment may be used in lieu of sawcutting provided that a clean vertical edge remains. 1 SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT January 7, 2008 1 2 -03.1 Description The first sentence in the first paragraph is revised to read: I The Work described in this section, regardless of the nature or type of the materials encountered, includes excavating and grading the Roadway, excavating in borrow pits, excavating below grade, I excavating channels and ditches, removing slide material, and disposing of all excavated material. 2 03.3(3) Excavation Below Grade The section title is revised to read: II 2 03.3(3) Excavation Below Subgrade The first sentence in the fifth paragraph is revised to read: I Compaction. If the density of the natural earth under any area of the Roadway is less than I that required in Section 2- 03.3(14)C, Method B, the Engineer may order the Contractor to perform any or all of the following: 2 03.3(14)M Excavation of Channels 1 This section including title is revised to read: 2 03.3(14)M Excavation of Channels and Ditches I Channel Excavation: Open excavations 8 -feet or more wide at the bottom, but excludes channels that are part of the Roadway. I Ditch Excavation: Open excavations less than 8 -feet wide at the bottom, but excludes ditches that are part of the Roadway. I Before excavating channels or ditches, the Contractor shall clear and grub the area in accordance with Section 2 -01. u 2 - 03.4 Measurement The first sentence in the first paragraph is revised to read: I Roadway excavation, channel excavation, ditch excavation, unsuitable foundation excavation, and common borrow items will be measured by the cubic yard. The fourth sentence in the first paragraph is revised to read: I For Roadway excavation, channel excavation and ditch excavation items, the original ground will I be compared with the planned finished section shown in the Plans. 28/254 1 1 2 -03.5 Payment The first paragraph is supplemented with the following: "Channel Excavation ", per cubic yard. ' "Channel Excavation Incl. Haul ", per cubic yard. "Ditch Excavation ", per cubic yard. "Ditch Excavation Incl. Haul ", per cubic yard. The first sentence in the second paragraph is revised to read: ' The unit Contract price per cubic yard for "Roadway Excavation ", "Roadway Excavation Incl. Haul ", "Roadway Excavation — Area _ ", "Roadway Excavation Incl. Haul — Area _ ", "Channel Excavation ", "Channel Excavation Incl. Haul ", "Ditch Excavation" and "Ditch Excavation Incl. Haul" shall be full compensation for all costs incurred for excavating, loading, placing, or otherwise disposing of the material. The second paragraph is supplemented with the following: When a bid item is not included in the proposal for channel excavation or ditch excavation all costs shall be included in roadway excavation. 1 The third paragraph is revised to read: When the Engineer orders Work according to Section 2- 03.3(3), unit Contract prices shall apply, ' . unless the Work differs materially from the excavation above Subgrade, then payment will be in accordance with Section 1 -04.4. SECTION 2 -10, DITCH EXCAVATION January 7, 2008 This section is deleted in its entirety. The section title is revised to read: ' 2 -10 VACANT SECTION 5 -01, CEMENT CONCRETE PAVEMENT REHABILITATION August 3, 2009 All references in this division to "Engineer" are revised to "Project Engineer ". 5 - 01.2 Materials The first sentence is revised to read: 1 Materials shall meet the following requirements of the following sections: ' Reinforcing Steel is deleted from the materials list in the first paragraph. The section for Subsealing is deleted. ' 5 01.3(1)A Concrete Mix Design for Concrete Patching Materials This section including title is revised to read: 1 1 29/254 5-01.3(1)A 1 Concrete Mix Designs The Contractor shall use either concrete patching materials or Portland cement concrete for the rehabilitation of cement concrete pavement. Concrete patching materials shall be used for spall repair and dowel bar retrofitting and may be used for concrete panel replacement; Portland cement concrete is only allowed for concrete panel replacement. This section is supplemented with the following sub - sections: 5- 01.3(1)A1 Concrete Patching Materials 1 1. Materials. The prepackaged concrete patching material shall conform to Section 9 -20. The aggregate extender shall conform to Section 9- 03.1(4), AASHTO Grading No. 8. 2. Submittals and Mix approval. The Contractor shall use the Manufacturer's recommended proportions for the mix design to be submitted to the Project Engineer for the concrete patching material. The Contractor's submittal shall include the mix proportions of the prepackaged concrete patching material, water, aggregate extender, and the proposed sources for all aggregates. If not approved for use on the QPL, submit test data indicating compliance with Section 9 -20. 1 5- 01.3(1)A2 Portland Cement Concrete Portland cement concrete shall meet the requirements of Sections 5- 05.3(1) and 5- 05.3(2) and be air entrained with a design air content of 5.5 %. 5- 01.3(1)B Equipment The third paragraph (Air Compressors) is deleted. The fifth paragraph (All equipment) is deleted. The section for Subsealing is deleted. 5- 01.3(2)A Concrete Patching Material ' This section is revised to read: Acceptance shall be based on field verification of the prepackaged patching material, and that the amount of added water and aggregate extender complies with the mix design. 5- 01.3(2)B Portland Cement Concrete The third paragraph is supplemented with the following: The lower Specification limit for Air Content shall be 3.0- percent, and the upper Specification limit for Air Content shall be 7.0- percent. The lower Specification limit for compressive strength shall be 1200 -psi less than that established in the mix design as the arithmetic mean of the 5 sets of 28 -day compressive strength cylinders, or 3000 -psi, whichever is higher. These compressive strength cylinders are to be cast at the same time as the flexural beams that were used to prequalify the mix design under Section 5- 05.3(1). There is no upper Specification limit for 28 -day compressive strength. 1 The portion of this section dealing with Rejection of Concrete is moved to the following sub - section: 5- 01.3(2)B1 Rejection of Concrete Rejection by the Contractor: The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. The replacement material will be sampled, tested and evaluated for acceptance. 30 / 254 1 Rejection without Testing: The Project Engineer may reject any load that appears defective prior to placement. Material rejected before placement shall not be incorporated into the pavement. No payment will be made for the rejected materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected materials tested, a sample will be taken and both the air content and strength shall be tested by WSDOT. Payment for rejected material will be based on the results of the one sample, which was taken and tested. If the rejected material fails either test, no payment will be made for the rejected material ' and in addition, the cost of sampling and testing, at the rate of $250.00 per sample shall be borne by the Contractor. If the rejected material passes both tests the mix will be compensated for at actual invoice cost and the cost of the sampling and testing will borne by the Contracting Agency. ' 5 01.3(3) Subsealing This section including title is revised to read: 1 5- 01.3(3) Vacant ' 5- 01.3(4) Replace Portland Cement Concrete Panel The first paragraph is revised to read: 1 Curing, cold weather Work, concrete pavement construction in adjacent lanes, and protection of pavement shall meet the requirements of Section 5- 05.3(13) through Section 5- 05.3(15). The reference to "epoxy coated" in the third paragraph is deleted. Under Placement tolerances for tie bars the second number 4 is revised to read: 4. Backfilling and compacting crushed surfacing base course. The last paragraph on page 5 -5 of the Standard Specifications is revised to read: The Contractor shall place a bond breaking material such as polyethylene film, roofing paper or other material as approved by the Engineer along all existing concrete surfaces and between the t bottom of the slab and treated bases prior to placing concrete. The second to the last paragraph of this section is deleted. ' 5 01.3(5) Partial Depth SpaII Repair The second paragraph is revised to read: A vertical saw cut shall be made to a minimum depth of 2.0- inches around the area to be patched as marked by the Engineer. The Contractor shall remove material within the perimeter of the saw ' cut to a depth of 2.0- inches, or to sound concrete as determined by the Engineer. The surface patch area shall be sand blasted and all loose material removed. All sandblasting ' residue shall be removed using dry oil -free air. The fourth paragraph is revised to read: 1 SpaII repair shall not be done in areas where dowel bars are encountered. The fifth paragraph is revised to read: 1 31 /254 When a partial depth repair is placed directly against an adjacent longitudinal joint a bond breaking 1 material such as polyethylene film, roofing paper or other material as approved by the Engineer shall be placed between the existing concrete and the area to be patched. 5 01.3(6) Dowel Bar Retrofit The reference to "epoxy coated" in the second to the last paragraph of this section is deleted. 1 5 01.3(10) Pavement Smoothness The second paragraph is supplemented with the following: 1 The smoothness perpendicular to the centerline will be measured with a 10 foot straight edge within the lanes. There shall be no vertical elevation differences of more than a 1 /4 inch between lanes. 5 - 01.4 Measurement 1 This section is revised to read: Replacement cement concrete panels will be measured by the square yard, based on the actual width and length of the surface area placed. Retrofit dowel bars will be measured per each for the actual number of bars used in the completed Work. No specific unit of measure will apply to the force account item of Partial Dept Spall Repair. Sealing Existing Concrete Random Cracks will be measured by the linear foot, measured along the crack sealed. Sealing Transverse and Longitudinal Joints will be measured by the linear foot, measured along the line of the completed joint. Cement concrete pavement grinding will be measured by the square yard, based on the actual width and length of area ground. Extra passes to meet the Specifications or overlaps will not be measured. 1 No specific unit of measure will apply to the force account item "Replace Uncompactable Material ". 5 - 01.5 Payment The bid item "Testing Cement Concrete Pavement Slabs For Subsealing" and the associated paragraph are deleted. 1 The bid item "Drill Hole For Subsealing" is deleted. The bid item "Pavement Subseal" is deleted. 1 SECTION 5 -02, BITUMINOUS SURFACE TREATMENT August 3, 2009 In regards to sieve sizes, all references in this division to "U.S" and "Square" are deleted. 5 02.3(3) Application of Asphalt Emulsion and Aggregate The chart following the first paragraph is revised to read: 32 / 254 1 I Application Rate I Undiluted Asphalt Emulsion (gal.per sq. yd.) Applied Aggregate Size Aggregates (Ibs. per sq. yd.) Applied New Construction I Prime Coat 0.35 -0.65 1/2- No. 4 25 -45 o r 3/4- Seal Coat 0.35 -0.60 1/2- No. 4 25 -40 Choke Stone N/A No. 4 -0 4 -6 1 Seal Coats D -inch No. 4 0.40 -0.65 D- No. 4 25 -45 I Choke Stone No. 4 -0 4 -6 '/z -inch No. 4 0.35 -0.55 'h No. 4 20 -35 Choke Stone No. 4 -0 4 -6 I 0-inch — No. 4 0.35 -.55 D- No. 4 20 -30 I 0-inch — No. 10 0.20 -0.40 0- No. 10 18 -30 Choke Stone N/A No. 4 -0 4 -6 1 Pavement Sealing I Grade Diluted /Undiluted Application Rate (gal /sy) CSS -1 or CSS -1 h Diluted One Part Water, One Part Emulsion 0.10 -0.18 CSS -1 or CSS1 h Undiluted 0.05 -0.09 The second sentence in the second paragraph is revised to read: I The second application of asphalt emulsion (seal coat) shall be applied the next day, or as approved by the Project Engineer. 1 The eleventh paragraph and the chart following the eleventh paragraph are revised to read: Before application to the Roadway, asphalt emulsion shall be heated to the following temperatures 1 or that recommended by the manufacturer. Distributor Temperature I Type and Grade of Asphalt Emulsion Min. °F Max. °F New Construction and Seal Coats: 1 CRS -1, CRS -2, CRS -2P 125 195 CMS -2, CMS -2S, CMS -2h 125 185 1 Fog Seal: CSS -1, CSS -1 h 70 140 1 33 / 254 The twelfth paragraph is revised to read: Before application of the fog seal all surfaces shall be thoroughly cleaned of dust, soil, p avement grindings, and other foreign matter. The fog seal shall be CSS -1 or CSS -1 h emulsified asphalt uniformly applied to the pavement. The finished application shall be free of streaks and bare spots. The emulsified asphalt may be diluted at a rate of one part water to one part emulsified asphalt unless otherwise directed by the Project Engineer. 5 02.3(4) Change in Grades of Asphalt Emulsion This section including title is revised to read: 5- 02.3(4) Vacant 5- 02.3(10) Unfavorable Weather Item 4. under the second paragraph is revised to read: 4. Construction of bituminous surface treatments shall not be carried out before May 1 or after August 31 of any year except upon written order of the Project Engineer. Item 2. under the second paragraph is revised to read: 2. The surface temperature shall be not more than 130 °F or as otherwise determined by the Project Engineer. 1 SECTION 5 -04, HOT MIX ASPHALT August 3, 2009 ' 5 -04.1 Description The first paragraph is supplemented with the following: The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives and foaming. 5 - 04.2 Materials The first paragraph is supplemented with the following: Warm Mix Asphalt Additive 9 -02.5 Recycled Asphalt Pavement 9- 03.8(3)B The second sentence in the third paragraph is revised to read: If utilized, the amount of RAP shall not exceed 20- percent of the total weight of the HMA. t The following is inserted after the fourth sentence in the fourth paragraph: The substituted asphalt binder shall not exceed a one grade change for either of the design temperatures with a minimum pavement design temperature no lower than minus 28° C. The following paragraph is inserted after the fourth paragraph: , The Contractor may use Warm Mix Asphalt (WMA) processes in the production of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. 34 / 254 , 1 The reference to "pavement" in the fifth paragraph is revised to "HMA ". ' 5 04.3(1) HMA Mixing Plant The following item is inserted to follow item 2: 3. Heating of Asphalt Binder. The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer. The asphalt binder shall be ' heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25 °F. Also, when a WMA additive is included in the ' asphalt binder the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. Existing items 3. and 4. are renumbered to items 4. and 5. respectively. 5- 04.3(3) Hot Mix Asphalt Pavers ' The following is inserted at the beginning of the second paragraph: Prior to the use of any HMA paver the Contractor shall certify the paver is equipped with the most ' current equipment available from the manufacturer for the prevention of the segregation of the coarse aggregate particles. The certification shall list the make, model and year of the paver and any equipment that has been retrofitted to the paver. The third paragraph is deleted. All references to "Engineer" in the seventh paragraph are revised to "Project Engineer". This section is supplemented with the following sub - section: ' 5- 04.3(3)A Material Transfer DeviceNehicle Direct transfer of HMA from the hauling equipment to the paving machine will not be allowed in the top 0.30 feet of the pavement section of hot mix asphalt (HMA) used in traffic lanes with a depth of U 0.08 feet or greater. A material transfer device or vehicle (MTDN) shall be used to deliver the HMA from the hauling equipment to the paving machine. HMA placed in irregularly shaped and minor areas such as road approaches, tapers and turn lanes are excluded from this requirement. The MTDN shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Project Engineer. 5 04.3(4) Rollers All references to "Engineer" in this section are revised to "Project Engineer". 5 04.3(5)A Preparation of Existing Surfaces The reference to "will" in the third sentence of the second paragraph is revised to "shall'. 5 04.3(5)C Crack Sealing The reference to "U.S. No. 4 -0" in the first sentence of the second paragraph is revised to "No. 4 -0 ". 1 1 35/254 5- 04.3(5)E Pavement Repair This section is revised to read: The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as staked. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Project Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Project Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift. The Project Engineer will determine the excavation depth, which may vary up to 1 -foot. The determination will depend on the location of material suitable for support of the pavement. The minimum width of any pavement repair area shall be 3 -feet unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed in a Contractor - provided site off the Right of Way or used in accordance with Sections 2- 02.3(3) or 9- 03.21. Asphalt for tack coat shall be required as specified in Section 5- 04.3(5)A. A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35 -foot compacted depth. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5- 04.3(6) Heating of Asphalt Binder This section including title is revised to read: r 5- 04.3(6) Vacant n 7 5-04.3(7)A Mix Design g The content of this section is revised and moved to the following sub - sections: 5- 04.3(7)A1 General The Contractor shall develop a mix design prior to the initial production of HMA and prior to the production of HMA each calendar year thereafter. The mix design aggregate structure and asphalt binder content shall be determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- 03.8(2) and 9- 03.8(6). Mix designs that were developed during the calendar year prior to current year's production of HMA that have been issued a WSDOT mix design report will be accepted provided the Contractor submits a certification letter stating that the aggregate and asphalt binder have not changed. Changes to aggregate that may require a new mix design include the source of material or a change in the percentage of material from a stockpile greater than 5- percent. Changes to asphalt binder that may require a new mix design include the source of the crude petroleum supplied to the refinery, the refining process and additives or modifiers in the asphalt binder. ' 5- 04.3(7)A2 Statistical or Nonstatistical Evaluation Mix designs for HMA accepted by statistical and nonstatistical evaluation shall be submitted to the Project Engineer on DOT form 350 -042. For a mix design that was originally developed for another WSDOT contract the Contractor shall also submit DOT form 350 -041 and include all changes to the job mix formula that have been approved on other contracts. The Contractor shall submit representative samples of the mineral materials that are to be used in the HMA production. The Contracting Agency will use these samples to conduct verification testing of the mix design in accordance with WSDOT Standard Operating Procedure 732 and to determine anti -strip requirements, if any, in accordance with WSDOT test method T 718. 36 / 254 ' Verification testing of HMA mix designs proposed by the Contractor that include RAP will be completed without the inclusion of the RAP. Submittal of RAP samples is not required. A mix ' design report will be provided within 25- calendar days after a mix design submittal has been received in the State Materials Laboratory in Tumwater. No paving shall begin prior to issuance of the mix design report or reference mix design report for that year. 5- 04.3(7)A3 Commercial Evaluation Mix designs for HMA accepted by commercial evaluation shall be submitted to the Project ' Engineer on DOT form 350 -042; only the first page is required. Verification of the mix design by the Contracting Agency is not required. The Project Engineer will determine anti -strip requirements for the HMA. Paving shall not begin before the anti -strip requirements have been provided to the Contractor. For commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5- 04.3(8) Mixing The second paragraph is revised to read: When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature ' by more than 25 °F as shown on the mix design or reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2- percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Project Engineer. This section is supplemented with the following: Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes. have been approved by the Project Engineer. 5- 04.3(8)A Acceptance Sampling and Testing - HMA Mixture The content of this section is revised and moved to the following sub - sections: ' 5- 04.3(8)A1 General Acceptance of HMA shall be as provided under statistical, non - statistical or commercial evaluation. 1 Acceptance of HMA by statistical evaluation is administered under the provisions of Section 5- 04.5(1) Quality Assurance Price Adjustments. Statistical evaluation will be used for a class of HMA when the Proposal quantities for that class of HMA exceed 4,000 -tons. 1 Non - statistical evaluation will be used for the acceptance of HMA when the Proposal quantities for a class of HMA are 4,000 -tons or Tess. ' Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA 37 / 254 1 that is accepted by commercial evaluation will be excluded from the quantities used in the determination of statistical and non - statistical evaluation. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and may be made in accordance with Section 9- 03.8(7). 1 5- 04.3(8)A2 Aggregates For HMA accepted by statistical evaluation the gradation of aggregates will be included in the statistical calculations. The acceptance criteria for aggregate properties of sand equivalent, uncompacted void content and fracture will be their conformance to the requirements of Section 9- 03.8(2). These properties will not be included in the statistical evaluation. Sampling and testing of aggregates accepted by commercial evaluation will be at the option of the Project Engineer. 5- 04.3(8)A3 Sampling The random sampling of HMA will be by WSDOT Test Method T 716. Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with WSDOT FOP for WAQTC /AASHTO T 168. 5- 04.3(8)A4 Definition of Sampling Lot and Sublot A lot is represented by randomly selected samples that will be tested for acceptance with a maximum of 15- sublots per lot; the final lot may be increased to 25- sublots. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublot's in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75 a new lot will begin at the Contractor's request after the Project Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for statistical and non - statistical evaluation shall be performed on the 1 frequency of one sample per sublot. The sublot's shall be approximately uniform in size with a maximum sublot size of 800 -tons. The quantity of material represented by the final sublot for either statistical or non - statistical evaluation may be increased to a maximum of 2 -times the sublot quantity calculated. Should a lot accepted by statistical evaluation contain fewer than three sublo'ts, the HMA will be accepted in accordance with non - statistical evaluation. 5- 04.3(8)A5 Test Results 1 The results of all acceptance testing performed in the field and the Composite Pay Factor (CPF) of the lot after three sublot's have been tested will be available to the Contractor through WSDOT's website. The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7- calendar days after the specific test results have been posted to the website. A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample will not be tested with the same equipment or by the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content and Va and the results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per sample. 1 38 / 254 t 5- 04.3(8)A6 Test Methods Testing of HMA for compliance of Va will be by WSDOT Standard Operating Procedure SOP 731. ' Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5 04.3(8)A7 Test Section - HMA Mixture For each class of HMA accepted by statistical evaluation the Contractor may request a test section to determine if the mixture meets the requirements of Sections 9- 03.8(2) and 9- 03.8(6). The test ' section shall be constructed at the beginning of paving and will be at least 600 -tons and a maximum of 1000 -tons or as approved by the Project Engineer. No further wearing or leveling HMA will be paved the day of or the day following the construction of the test section. The mixture in the test section will be evaluated as a lot with a minimum of 3 sublot's required. 5 04.3(9) Spreading and Finishing ' The nominal compacted depth for HMA Class 3 /4" and HMA Class 1 /2" listed under the first paragraph is revised to read: HMA Class 3 /4" and HMA Class 1 /2" wearing course 0.30 -feet other courses 0.35 -feet ' 5 04.3(10)A General The second sentence in the third paragraph is revised to read: An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1st of any year through March 31st of the following year. The sixth sentence in the third paragraph is revised to read: Rollers shall only be operated in static mode on bridge decks. 5 04.3(10)B Control The content of this section is revised and moved to the following sub - sections: 5 04.3(10)B1 General HMA mixture accepted by statistical or nonstatistical evaluation that is used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 -foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1 -06.2, using a minimum of 91.0 - percent of the reference maximum density as determined by WSDOT FOP for AASHTO T 209. The specified level of density attained will be determined by the statistical evaluation of tests taken in accordance with FOP for WAQTC TM 8 and WSDOT SOP T 729 on the day the mix is placed (after completion of the finish rolling). r Each compaction lot will be divided into sublots with a maximum of 15- sublots per lot; the final lot may be increased to 25- sublots. Sublots will be uniform in size with a maximum of approximately 80 -tons per sublot; the final sublot of the day may be increased to 120 tons. The sublot locations within each density lot will be determined by the stratified random sampling procedure conforming to WSDOT Test Method T 716. For a lot in progress with a CPF less than 0.75 a new lot will begin at the Contractor's request after the Project Engineer is satisfied that material conforming to the Specifications can be produced. ' 39 / 254 1 HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Project Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5- 04.3(10)B2 Cyclic Density The Project Engineer may also evaluate the HMA for low cyclic density of the pavement in accordance with WSDOT SOP 733. Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90.0- percent of the reference maximum density. Any area tested for density under Section 5- 04.3(10)B1 will be included in this evaluation. A $500 price adjustment will be assessed for any 500 -foot section with two or more density readings below 90.0- percent of the reference maximum density. 5- 04.3(10)B3 Longitudinal Joint Density. The Project Engineer will evaluate the HMA wearing surface for low density at the longitudinal joint in accordance with WSDOT SOP 735. Low density is defined as less than 90.0- percent of the reference maximum density. If 1 density reading, at either longitudinal joint, is below 90.0- percent of the reference maximum density, a $200 price adjustment will be assessed for that sublot. 5- 04.3(10)B4 Test Results The nuclear moisture - density gauge results of all compaction acceptance testing and the CPF of the lot after three sublot's have been tested will be available to the Contractor through WSDOT's website. Determination of the relative density of the HMA with a nuclear moisture - density gauge requires a correlation factor and may require resolution after the correlation factor is known. Acceptance of HMA compaction will be based on the statistical evaluation and CPF so determined. For a sublot that did not meet the minimum of 91.0- percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear moisture - density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. The core will be taken at approximately the same location as the nuclear moisture - density gauge test in the compaction sublot being challenged. Traffic control shall be provided by the Contractor as requested by the Project Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5- 04.3(11) Reject HMA 1 The section heading is revised to read: 5- 04.3(11) Reject Work 1 The content of this section is revised and moved to the following sub - sections: 40/254 1 ' 5- 04.3(11)A General Work that is defective or does not conform to Contract requirements shall be rejected. ' 5 04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with 1 new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5 04.3(11)C Rejection Without Testing ' The Project Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of 3 representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the statistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material, and in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75 the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is ' greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25- percent of the unit Contract price added for the cost of removal and disposal. ' 5- 04.3(11)D Lots and Sublot's ' 5- 04.3(11)D1 A Partial Sublot In addition to the random acceptance sampling and testing, the Project Engineer may also isolate from a normal subiot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of 3 random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1- 06.2(2). 5 04.3(11)D2 An Entire Sublot An entire subiot that is suspected of being defective may be rejected. When a subiot is rejected a minimum of 2 additional random samples from this subiot will be obtained. These additional samples and the original subiot will be evaluated as an independent lot in accordance with Section 1- 06.2(2). 1 5 04.3(11)D3 A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Project Engineer is satisfied that material conforming to the Specifications can be produced: a. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or b. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or ' c. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5 04.3(11)D4 An Entire Lot 1 An entire lot with a CPF of Tess than 0.75 will be rejected. The designated percentage reduction as defined in Section 1- 06.2(2)B under Financial Incentive Paragraph 1, Item 3, shall be 25- percent. ' 41 / 254 - 4. ' 5 0 3(12)A Transverse Joints The first and second sentences of the second paragraph are revised to read: A temporary wedge of HMA constructed on a 50H:1 V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved 111 by the Engineer. 5 04.3(12)B Longitudinal Joints ' The first two paragraphs are revised to read: The longitudinal joint in any 1 course shall be offset from the course immediately below by not ' more than 6- inches nor less than 2- inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project Engineer, if: 1. The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. a. If a hot -lap joint is allowed at the center of the traffic lane, 2 paving machines shall be used; a minimum compacted density in accordance with Section 5- 04.3(10)B shall be achieved throughout the traffic lane; and construction equipment other than rollers shall not operate on any uncompacted mix. The reference to Standard Plan A -1 in the third paragraph is revised to read "Standard Plan A40.10- 00." 5 04.3(16) Weather Limitations � The first sentence of the first paragraph is revised to read: HMA for wearing course shall not be placed on any Traveled Way beginning October 1st of any year through March 31st of the following year without written approval from the Project Engineer. The chart for Surface Temperature Limitation is revised to read: 1 Surface Temperature Limitation Compacted Thickness (Feet) Wearing Course Other Courses ' Less than 0.10 55 °F 45 °F 0.10 to 0.20 45 °F 35 °F More than 0.20 35 °F 35 °F 5 04.3(19) Sealing of Pavement Surfaces This section is revised to read: Where shown in the Plans, the Contractor shall apply a fog seal. The fog seal shall be constructed in accordance with Section 5 -02.3. Unless otherwise approved by the Project Engineer, the fog seal shall be applied prior to opening to traffic. 1 42 / 254 t I 5- 04.3(21) Asphalt Binder Revision This section including title is revised to read: I 5- 04.3(21) Vacant 5 -04.4 Measurement The measurement statement for Asphalt For Fog Seal is revised to read: 1 Asphalt For Fog Seal will be measured by the ton as provided in Section 5 -02.4. 5 - 04.5 Payment I The payment statement for Asphalt for Fog Seal is revised to read: Payment for "Asphalt for Fog Seal" is described in Section 5 -02.5. 1 The reference to "item 1 B" in the payment statement for "Longitudinal Joint Density Price Adjustment" is deleted. 1 5 04.5(1) Quality Assurance Price Adjustments The table of Price Adjustment Factors is revised to read: I Table of Price Adjustment Factors Constituent Factor "f" 1 All aggregate passing: 11/2", 1", 3 /4 ", 1/2", 0" and No.4 sieves 2 1 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 1 Asphalt binder 40 Air Voids, Va 20 1 The second paragraph is revised to read: I A pay factor will be calculated for each sieve listed that is equal to or smaller than the maximum allowable aggregate size (100 - percent passing sieve), asphalt binder and percent air voids (Va). 1 5 04.5(1)B Price Adjustments for Quality of HMA Compaction This section is revised to read: I For each compaction control lot with one or two sublot's having all sublot's attain a relative density that is 91.0- percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 1 91.0- percent of the reference maximum density the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. Additional testing by either a nuclear moisture - density gauge or cores will be completed as required to provide a minimum of three tests for 1 evaluation. For each compaction control lot with three or more sublot's, a Compaction Incentive Price I Adjustment Factor (CIPAF) will be determined. The CIPAF equals the algebraic difference of the CPF minus 1.00 multiplied by 40- percent. The Compaction Price Adjustment will be calculated as 1 43/254 the product of CIPAF, the quantity of HMA in the compaction control lot in tons, and the unit 1 Contract price per ton of mix. SECTION 7-05, MANHOLES, INLETS, CATCHBASINS, AND DRYWELLS August 3, 2009 1 7 -05.2 Materials The referenced section for Precast Concrete Manhole is revised to 9- 05.50(2). The referenced section for Precast Concrete Catch Basins is revised to 9- 05.50(3). The referenced section for Precast Concrete Drywells is revised to 9- 05.50(5). 1 This section is supplemented with the following: Precast Concrete Inlets 9- 05.50(4) I SECTION 7 -07, CLEANING EXISTING DRAINAGE STRUCTURES 1 August 3, 2009 7 -07.3 Construction Requirements 1 The last sentence of the first paragraph is revised to read: Existing drainage facilities shall be kept clean throughout the life of the project and be clean upon I final acceptance of the Work. This section is supplemented with the following: 1 Material to be removed shall be disposed of in the following manner: 1. Structures specifically noted in the Contract that are suspected to contain contaminated 1 sediment shall be disposed of at a licensed disposal facility. 2. While performing the Work, if drainage water and /or soil appear oily, exhibits an unusual I color or odor, or if staining or corrosion is observed, the Contractor shall stop work and immediately notify the Engineer. Additional work necessary in handling materials shall be in accordance with Section 1 -04.4. I 3. If sediment and water from structures does not meet the conditions described in 1 or 2 above, material may be placed in an upland area with no possibility of surface runoff to I waters of the state, including wetlands. While performing the Work, the Contractor shall implement all necessary best management I practices and measures to meet the conditions of Section 1 -07.5. SECTION 8 -01, EROSION CONTROL AND WATER POLLUTION CONTROL 1 August 3, 2009 8 -01.1 Description 1 This section is revised to read: 1 44/254 1 This Work consists of furnishing, installing, maintaining, removing and disposing of high visibility fence, and water pollution and erosion control items in accordance with these Specifications and as shown in the Plans or as designated by the Engineer. 8 - 01.2 Materials The following is inserted below the item "Erosion Control Devices 9.14.5 ": High Visibility Fence 9 -14.5 8 01.3(1) General The following is inserted at the beginning of this section: ' The Contractor shall install a high visibility fence along the site preservation lines shown in the Plans or as instructed by the Engineer. Post spacing and attachment of the fence fabric to the ' posts shall be as shown in the Plans. The fence shall not be fastened to trees. Throughout the life of the project, the Contractor shall preserve and protect the delineated area, acting immediately to repair or restore any fencing damaged or removed. The following is inserted at the beginning of the paragraph above the table: ' All sediment control devices including, but not limited to sediment ponds, perimeter silt fencing, or other sediment trapping BMP's shall be installed prior to any ground disturbing activity. The first sentence in the eighth paragraph is revised to read: Erodible earth not being worked, whether at final grade or not, shall be covered within the following time period, using an approved soil covering practice: The ninth paragraph is revised to read: ' If the Engineer, under Section 1 -08.6, orders the Work suspended, the Contractor shall continue to control erosion, pollution, and runoff during the shutdown. ' 8 01.3(1)A Submittals The following is inserted after the first sentence: ' If modified, the Contractor's TESC Plan shall meet all requirements of Chapter 6 -2 of the current edition of the WSDOT Highway Runoff Manual. ' 8 01.3(1)C Water Management The following is inserted at the beginning of this section: Unless site water is to be managed in accordance with the conditions of a waste discharge permit from a local permitting authority, site water shall be managed as follows: Item 2. "Process Water" is supplemented with the following new first paragraph: ' High pH process water or wastewater (non - stormwater) that is generated on -site, including water generated during concrete grinding, rubblizing, washout, and hydrodemolition activities, shall not be discharged to waters of the state including wetlands. Water may be infiltrated upon the approval of the Engineer. Off-site disposal of concrete process water shall be in accordance with Standard ' Specification 5- 01.3(11). ' 45 / 254 8- 01.3(1)D Dispersion /Infilitration This section is revised to read: 111 Water shall be conveyed only to dispersion or infiltration areas designated in the TESC Plan or to sites approved by the Engineer. Water shall be conveyed to designated dispersion areas at a rate that if runoff leaves the area and enters waters of the State, turbidity standards are achieved. Water shall be conveyed to designated infiltration areas at a rate that does not produce surface runoff. 8- 01.3(2)D Mulching g The second paragraph is supplemented with the following: Wood strand mulch shall be applied by hand or by straw blower. 8- 01.3(2)E Tacking Agent and Soil Binders ' The second sentence in the fourth paragraph is revised to read: Pam may be reapplied on actively worked areas within a 48 -hour period. ' 8- 01.3(6)D Wattle Check Dam The reference to Section 8- 01.3(10) is revised to Section 9- 14.5(5). , 8- 01.3(12) Compost Sock The last paragraph is deleted. , 8- 01.3(13) Temporary Curb The first paragraph is revised to read: i Temporary curbs may consist of asphalt, concrete, sand bags, compost socks, wattles, or geotextile /plastic encased berms of sand or gravel, or as approved by the Engineer. 1 8 -01.4 Measurement This section is supplemented with the following: 1 High visibility fence will be measured by the linear foot along the ground line of the completed fence. , 8 -01.5 Payment This section is supplemented with the following: "High Visibility Fence ", per linear foot. The unit contract price per linear foot for "High Visibility Fence" shall be full pay for all costs to obtain, install, maintain, and remove the fence as specified. Once removed, the fencing shall remain the property of the Contractor. SECTION 8 -12, CHAIN LINK FENCES AND WIRE FENCE ' August 3, 2009 8- 12.3(1)A Posts All references to "Type 3 fence" in the second and third paragraphs are revised to read "Type 3 and Type 4 fences ". The first sentence in the eighth paragraph is revised to read: 46 / 254 ' 1 Gate and pull posts shall be braced to the adjacent brace, end, or corner post(s) in the manner I shown in the Standard Plans. The tenth paragraph is revised to read: I All posts for chain link fence Types 1 and 6 shall be fitted with an approved top cap designed to fit securely over the post to support the top rail. All round posts for chain I link fence Types 3 and 4 shall have approved top caps fastened securely to the posts. The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. I 8 12.3(1)C Tension Wire This section including title is revised to read: I 8 12.3(1)C Tension Wire and Tension Cable Tension Wires shall be attached to the posts as detailed in the Standard Plans or as approved by the Engineer. 1 Tension Cables shall be installed in accordance with Section 8- 25.3(5). I 8 12.3(1)D Chain Link Fabric The following new paragraph is inserted in front of the first paragraph: I Attach the chain link fabric after the cables and wires have been properly tensioned and /or the top rail has been installed. I The third and fourth sentences in the third paragraph are revised to read: Fastening to posts shall be with tie wire, metal bands, or other approved method attached at 14- inch intervals. The top and bottom edge of the fabric shall be fastened with tie wires to the top rail, I and with hog rings to the tension cable or top and bottom tension wires as may be applicable, spaced at 24 -inch intervals. 1 8 12.3(1)E Chain Link Gates The second sentence in the second paragraph is revised to read: I The clean areas shall then be painted with 2 coats of paint conforming to Section 9-08.1(2)B. SECTION 8 -22, PAVEMENT MARKING I April 6, 2009 8- 22.3(2) Preparation of Roadway Surfaces I This section is revised to read: All surfaces shall be dry, free of any loose debris and within the proper temperature range prior to I striping. When required by the pavement marking manufacturer's installation instructions, remove pavement markings from pavement surfaces that will adversely affect the bond of new pavement marking material to the roadway surface according to Section 8- 22.3(6). 1 Remove all other contaminants from pavement surfaces that may adversely affect the installation of new pavement markings by sandblasting, shot - blasting, or sweeping. Air blast the pavement I with a high - pressure system to remove extraneous or loose material. 1 47/254 1 Apply materials to new HMA that is sufficiently cured according to the manufacturer's recommendations. Typically, Type D material applied to new HMA pavement requires a pavement cure period of 21 days. This cure period may be reduced if the manufacturer performs a successful bond test and approves the reduction of the pavement cure period. For new Portland Cement Concrete surfaces remove curing compounds and laitance by an , approved mechanical means. Air blast the pavement with a high - pressure system to remove extraneous or loose material. Apply materials to concrete that has reached a minimum compressive strength of 2,500 psi and that is sufficiently cured according to the manufacturer's ' recommendations. Typically, Type D material applied to Portland cement concrete pavement requires a pavement cure period of 28 days. This cure period may be reduced if the manufacturer performs a successful bond test and approves the reduction of the pavement cure period. , After the pavement surface is clean and dry, apply primer as recommended by the manufacturer to the area receiving the pavement markings. Apply the primer in a continuous, solid film according to the recommendations of the primer manufacturer and the pavement markings manufacturer. 8- 22.3(3) Marking Application The content of this section is deleted. This section is supplemented with the following new sub- sections: 8- 22.3(3)A Marking Colors , Lane line and right edge line shall be white in color. Center line and left edge line shall be yellow in color. Transverse markings shall be white, except as otherwise noted in the Standard Plans. 8- 22.3(3)B Line Patterns Solid line — a continuous line without gaps. Broken line — a line consisting of solid line segments separated by gaps. Dotted line — a broken line with noticeably shorter line segments separated by noticeably shorter gaps. 8- 22.3(3)C Line Surfaces , Flat Lines — Pavement marking lines with a flat surface. Profiled Marking — A profiled pavement marking is a marking that consists of a base line thickness and a profiled thickness which is a portion of the pavement marking line that is applied at a greater thickness than the base line thickness. Profiles shall be applied using the extruded method in the same application as the base line. The profiles may be slightly rounded provided the minimum profile thickness is provided for the length of the profile. See the Standard Plans for the construction details. Embossed Plastic Line — Embossed plastic lines consist of a flat line with transverse grooves. An embossed plastic line may also have profiles. See the Standard Plans for the construction details. 8- 22.3(3)D Line Applications ' Surface line — a line constructed by applying pavement marking material directly to the pavement surface or existing pavement marking. Grooved line — A line constructed by grinding or saw cutting a groove into the pavement surface and spraying, extruding or gluing pavement marking material into the groove. Groove depth is measured vertically from the bottom of a 2 -foot or longer straight edge placed on the roadway ' surface to the ground surface. The groove depth is dependent upon the material used, the 48 / 254 1 pavement surface and location. See these Standard Specifications, the project Plans and Special Provisions. ' 8 22.3(3)E Installation Apply pavement marking materials to clean dry pavement surfaces and according to the following: 1. Place material according to the manufacture's recommendations; 2. Place parallel double lines in one pass; ' 3. The top of pavement marking shall be smooth and uniform; 4. Line ends shall be square and clean; 5. Place pavement marking lines parallel and true to line; and, ' 6. Place markings in proper alignment with existing markings. When applying paint, Type A or Type C material, ensure that both the pavement surface and the ' air temperature at the time of application are not less than 50 °F and rising. When applying Type B or Type D material, ensure that both the pavement surface and the air temperature at the time of application are not less than 40 °F and rising. ' Ensure that the Type A thermoplastic material meets the manufacturers temperature specifications when it contacts the pavement surface. ' Two applications of paint will be required . to complete all paint markings. The second application of paint shall be squarely on top of the first pass. The time period between paint applications will vary depending on the type of pavement and paint (low VOC waterborne, high VOC solvent, or low ' VOC solvent) as follows: Pavement Type Paint Type Time Period 1 Bituminous Surface Treatment Low VOC Waterborne 4 -hours min., 48 -hours max. Hot Mix Asphalt Pavement Low VOC Waterborne 4 -hours min., 30 -days max. Cement Concrete Pavement Low VOC Waterborne 4 -hours min., I 30 -days max. Bituminous Surface Treatment High and Low VOC Solvent 40 min. min., 48 hrs. max. I Hot Mix Asphalt Pavement High and Low VOC Solvent 40 min. min., 30 -days max. Cement Concrete Pavement High and Low VOC Solvent 40 min. min., ' 30 -days max. ' Centerlines on 2 -lane Highways with broken line patterns, paint or plastic, shall be applied in the increasing mile post direction so they are in cycle with existing broken line patterns at the beginning of the project. Broken line patterns applied to multi -lane or divided Roadways shall be ' applied in cycle in the direction of travel. Where paint is applied on centerline on two -way roads with bituminous surface treatment or ' centerline rumble strips, the second paint application shall be applied in the opposite (decreasing mile post) direction as the first application (increasing mile post) direction. This will require minor broken line pattern corrections for curves on the second application. ' 49/254 -22. 1 8 3(3)F Application Thickness Pavement markings shall be applied at the following base line thickness measured above the pavement I surface or above the groove bottom for grooved markings in thousandths of an inch (mils): Marking Material Application HMA PCC BST Groove Depth I Paint -first coat spray 10 10 10 Paint- second coat spray 15 15 15 I Type A - flat/transverse & symbols extruded 125 125 125 Type A - flat/long line & symbols spray 90 90 120 Type A - with profiles extruded 90 90 120 I Type A - embossed extruded 160 160 160 Type A - embossed with profiles extruded 160 160 160 1 Type A — grooved /flat/long line extruded 230 230 230 250 Type B - flat/transverse & symbols heat 125 125 125 1 fused Type C -2 - flat/transverse & symbols adhesive 90 90 NA Type C -1 & 2 - flat/long line adhesive 60 60 NA I Type C -1 - grooved /flat/long line adhesive 60 60 NA 100 Type D - flat/transverse & symbols spray 120 120 120 Type D - flat/transverse & symbols extruded 120 120 120 1 Type D - flat/long line spray 90 90 120 Type D - flat/long line extruded 90 90 120 I Type D - profiled /long line extruded 90 90 120 Type D — grooved /flat/long line extruded 230 230 230 250 Liquid pavement marking material yield per gallon depending on thickness shall not exceed the following: 1 Mils thickness Feet of 4" Square feet/gallon line /gallon 1 10 483 161 15 322 108 I 18 268 89 20 242 80 22 220 73 1 24 202 67 30 161 54 I 40 122 41 45 107 36 60 81 27 1 90 54 18 90 with profiles 30 10 I 120 40 13 50/254 1 I 120 with profiles 26 9 I 230 21 7 I Solid pavement marking material (Type A) yield per 50 -pound bag shall not exceed the following: Mils thickness Feet of 4" line /50# bag Square feet/50# bag I 30 - flat 358 120 45 -flat 240 80 60 - flat 179 60 1 90 - flat 120 40 90 - flat with profiles 67 23 I 120 - flat 90 30 120 - flat with profiles 58 20 125 - embossed 86 29 I 125 - embossed with 58 20 profiles 1 230- flat grooved 47 15 All grooved lines shall be applied into a groove cut or ground into the pavement. For Type A or I Type D material the groove shall be cut or ground with equipment to produce a smooth square groove 4- inches wide. For Type C -1 material the groove shall be cut with equipment to produce a smooth bottom square groove with a width in accordance with the material manufacturer's recommendation. After grinding, clean the groove by shot blasting or a method approved by 1 Engineer. Immediately before placing the marking material clean the groove with high pressure air. 1 8- 22.3(3)A Glass beads This section is renumbered as follows: 1 8- 22.3(3)G Glass Beads The second sentence in the second paragraph is revised to read: I For plastic pavement markings, glass bead type and application rate shall be as recommended by the marking material manufacturer. 1 8- 22.3(4) Tolerances for Lines This section is revised to read: 1 Allowable tolerances for lines are as follows: I Length of Line — The longitudinal accumulative error within a 40 -foot length of broken line shall not exceed plus or minus 1 -inch. The broken line segment shall not be less than 10 feet. 1 Width of Line — The width of the line shall not be less than the specified line width or greater than the specified line width plus 1 /4 -inch 1 51/254 Lane Width — the lane width, which is defined as the lateral width from the edge of pavement to the 1 center of the lane line or between the centers of successive lane lines, shall not vary from the 1 widths shown in the Contract by more than plus or minus 4- inches. Thickness — a thickness tolerance not exceeding plus 10- percent will be allowed for thickness or yield in paint and plastic material application. 1 Parallel Lines — the gap tolerance between parallel lines is plus or minus 1 -inch. 8 22.3(5) Plastic Installation Instructions I This section's title is revised to read: 8 22.3(5) Installation Instructions I The following new sentences are inserted to follow the first sentence: 1 The instructions shall include equipment requirements, approved work methods and procedures, material application temperature range, air and pavement surface temperature requirements, I weather limitations, precautions, and all other requirements for successful application and material performance. Do not use materials with incomplete or missing instructions. SECTION 8 -23, TEMPORARY PAVEMENT MARKINGS 1 April 6, 2009 8- 23.3(2) Beading and Tolerances 1 This section's content is deleted. This section's title is revised to read: 8 23.3(2) Marking Application 1 This section is supplemented with the following new sub - sections: 1 8 23.3(2)A Temporary Pavement Marking Paint Paint used for temporary pavement markings shall be applied in one application at a thickness of I 15 -mils or 108 - square feet per gallon. Glass beads shall be in accordance with Section 8- 22.3(3)G. 8 23.3(2)B Temporary Pavement Marking Tape 1 Surface preparation and application of temporary pavement marking tape shall be in conformance with the manufacturer's recommendations. I 8 23.3(2)C Temporary Raised Pavement Markers Surface preparation and application of temporary flexible raised pavement markers shall be in conformance with the manufacturer's recommendations. When temporary flexible raised pavement markers are used for bituminous surface treatment operations, the markers shall be installed with the protective cover in place. The cover shall be removed after spraying asphaltic material. Application of temporary raised pavement markers (other than temporary flexible raised pavement I markers) shall conform to the requirements of Section 8 -09.3. 8 23.3(2)D Tolerance for Lines I Tolerance for lines shall conform to Section 8- 22.3(4) 1 52/254 1 SECTION 9 -00, DEFINITIONS AND TESTS August 3, 2009 ' 9 -00 Definitions and Tests In regards to sieve sizes, all references in this division to "U.S" and "Square" are deleted. ' 9 - 00.4 Sieve Analysis of Aggregate This section including title is revised to read: 9 - 00 Sieves for Testing Purposes Test sieves shall be made either: (1) of woven wire cloth conforming to AASHTO Designation M 92 or ASTM Designation E 11, or (2) of square -hole, perforated plates conforming to ASTM Designation E 323. ' SECTION 9 -02, BITUMINOUS MATERIALS August 3, 2009 9 -02.1 Asphalt Material, General This section is supplemented with the following: The Asphalt Supplier of Performance Graded Asphalt Binder (PGAB) and Cationic Emulsified Asphalt shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphalts." The ' Asphalt Supplier's QCP shall be submitted and approved by the WSDOT State Materials Laboratory. Any change to the QCP will require a new QCP to be submitted. The Asphalt Supplier of PGAB and Cationic Emulsified Asphalt shall certify through the Bill of Lading that the PGAB or Cationic Emulsified Asphalt meets the Specification requirements of the Contract. 9 02.1(4)A Quality Control Plan I This section including title is revised to read: 9 02.1(4)A Vacant I This section is supplemented with the following new subsection: ' 9 - 02.5 Warm Mix Asphalt (WMA) Additive Additives for WMA shall be approved by the Engineer. 1 SECTION 9 -03, AGGREGATES August 3, 2009 9 -03 Aggregates In regards to sieve sizes, all references in this division to "U.S" and "Square" are deleted. ' 9 03.1(1) General Requirements The reference to ASTM C -1260 in the third, fifth, and sixth paragraphs is deleted. The following new paragraph is inserted after the sixth paragraph: The use of fly ash that does not meet the requirements of Table 2 of AASHTO M295 may be ' approved for use. The Contractor shall submit test results according to ASTM C 1567 through the Project Engineer to the State Materials Laboratory that demonstrate that the proposed fly ash ' 53 / 254 1 when used with the proposed aggregates and portland cement will control the potential expansion to 0.20 percent or less before the fly ash and aggregate sources may be used in concrete. The I Contracting Agency may test the proposed ASR mitigation measure to verify its effectiveness. In the event of a dispute, the Contracting Agency's results will prevail. 9- 03.1(5)B Grading 1 The table following the second paragraph is revised to read: Nominal 3 2 -1/2 2 1 - 1 3/4 1/2 o No. 4 1 Maximum Aggregate Size 1 3 '/2" 100 3" 93 -100* 100 I 2 1" 92 -100* 100 2" 76 -90 90 -100* 100 I 11/2" 66 -79 71 -88 87 -100* 100 1" 54 -66 58 -73 64 -83 82 -100* 100 3 /4" 47 -58 51 -64 55 -73 62 -88 87 -100* 100 1 1" 38 -48 41 -54 45 -61 57 -83 81 -100* 100 09 33 -43 35 -47 39 -54 43 -64 60 -88 86 -100* 100 1 No. 4 22 -31 24 -34 26 -39 29 -47 34 -54 41 -64 48 -73 68 -100* No. 8 15 -23 16 -25 17 -29 19 -34 22 -39 27 -47 31 -54 39 -73 I No. 16 9 -17 10 -18 11 -21 12 -25 14 -29 17 -34 20 -39 24 -54 28 -73 No. 30 5 -12 6 -14 6 -15 7 -18 8 -21 9 -25 11 -29 13 -39 16 -54 I No. 50 2 -9 2 -10 3 -11 3 -14 3 -15 4 -18 5 -21 6 -29 7 -39 No. 100 0 -7 0 -7 0 -8 0 -10 0 -11 0 -14 0 -15 0 -21 0 -29 No. 200 0 -2.0 0 -2.0 0 -2.0 0 -2.0 0 -2.0 0 -2.0 0 -2.0 0 -2.0 0 -2.5 1 * Nominal Maximum Size 9- 03.4(2) Grading and Quality 1 The table following the second paragraph is revised to read: Crushed Screening Percent Passing 1 3/ " - %" - I/2" - 3/ " 3 /8" — No. 4 - 4 '/z" No. 4 No. 4 No. 4 No. 10 0 I 1" 100 - -- - -- - -- - -- 3 /4" 95 -100 100 - -- - -- - -- I %" - -- 95 -100 100 - -- - -- %2 0 -20 - -- 90 -100 100 100 - -- I 3 /8" 0 -5 - -- 60 -85 70 -90 90 -100 100 No. 4 - -- 0 -10 0 -3 0 -5 0 -20 76 -100 I 54/254 1 1 I No. 10 - -- 0 -3 0 -5 30 -60 No. 200 0 -1.5 0 -1.5 0 -1.5 0 -1.5 0 -1.5 0 -10.0 1 % 90 90 90 90 90 90 fracture, by weight, 1 min. This section is supplemented with the following: I Fine aggregate used for choke stone applications meeting the grading requirements of Section 9- 03.1(2)B may be substituted for the No. 4 - 0 gradation. 1 9 03.6(3) Test Requirements The sentence above the last paragraph is revised to read: I WSDOT Test Method T 718 Pass I 9 03.8(2) HMA Test Requirements Under Mix Criteria, in the chart following number 4, "Modified Lottman Stripping Test" is revised to "Stripping Evaluation WSDOT Test Method T 718 ". 1 9 03.8(3)B Gradation - Recycled Asphalt Pavement and Mineral Aggregate This section is revised to read: I The gradation for the new aggregate used in the production of the HMA shall be the responsibility of the Contractor, and when combined with recycled material, the combined material shall meet the gradation Specification requirements for the specified Class HMA as listed in Section 9- 03.8(6) or 1 as shown in the Special Provisions. The new aggregate shall meet the general requirements listed in Section 9- 03.8(1) and Section 9- 03.8(2). No contamination by deleterious materials will be allowed in the old asphalt concrete used. I 9 - 03.8(7) HMA Tolerances and Adjustments Number 1. including the associated chart is revised to read: I 1. Job Mix Formula Tolerances. The constituents of the mixture at the time of acceptance shall conform to the following tolerances: I Statistical Non - statistical Commercial Evaluation Evaluation Evaluation 1 Aggregate, percent passing 1", 3 /4 ", 1/2" and 0" sieves ± 6% ± 6% ± 8% 1 No. 4 sieve ± 5% ± 6% ± 8% No. 8 sieve ± 4% ± 6% ± 8% I No. 200 sieve ± 2.0% ± 2.0% ± 3.0% Asphalt binder ± 0.5% ± 0.5% ± 0.7% 1 Air Voids, Va 2.5% minimum and 5.5% maximum 1 55/254 These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The 1 tolerance limit for aggregate shall not exceed the limits of the control points, except the 1 tolerance limits for sieves designated as 100% passing will be 99 -100. 9 - 03.17 Foundation Material Class A and Class B This section is revised to read: I Foundation material Class A and Class B shall conform to the following gradations: Percent Passing Sieve Size Class A Class B 1 21" 98 -100 95 -100 2" 92 -100 75 -100 I 11/2" 72 -87 30 -60 3 /4" 27 -47 0 -5 I n" 3 -14 -- No. 4 0 -5 - -- All percentages are by mass. 1 9 -03.20 Test Methods for Aggregates This section is revised to read: I The properties enumerated in these Specifications shall be determined in accordance with the following methods of test: 1 Title Test Method FOP for AASHTO T 2 for Standard Practice for Sampling WSDOT FOP for AASHTO T 2 I Aggregates Organic Impurities in Fine Aggregates for Concrete AASHTO T 21 Clay Lumps and Friable Particles in Aggregates AASHTO T 112 I Resistance to Degradation of Small Size Coarse Aggregate by AASHTO T 96 Abrasion and Impact in the Los Angeles Machine 1 Material Finer than 0.075 mm (No. 200) Sieve in Mineral AASHTO T 11 Aggregates by Washing I FOP for AASHTO for Determining the Percentage of Fracture in WSDOT FOP for AASHTO TP 61 Coarse Aggregates FOP for WAQTC /AASHTO for Sieve Analysis of Fine and WAQTC FOP for AASHTO T 27/11 1 Coarse Aggregates FOP for AASHTO T 176 for Plastic Fines in Graded Aggregates WSDOT FOP for AASHTO T 176 I and Soils by Use of the Sand Equivalent Test f Method of Test for Determination of Degradation Value WSDOT T 113 Particle Size Analysis of Soils AASHTO T 88 1 Method of Test for Determination of the Resistance (R Value) of Untreated Bases, Subbases, and Basement Soils by the WSDOT T 611 t Stabilometer 56/254 1 9- 03.21(1) General Requirements The first paragraph is supplemented with the following: The Contractor shall provide a certification that the recycled materials are in conformance with the ' requirements of the Standard Specifications prior to delivery. The certification shall include the percent by weight of each recycled material. This section is supplemented with the following sub - sections: 9 03.21(1)A Recycled Hot Mix Asphalt ' For recycled materials incorporating hot mix asphalt the Contractor shall verify the maximum bitumen content for the blended mix. The Contractor shall use WSDOT FOP for AASHTO T 308 (a statewide average of 0.70 may be used as a calibration factor) and WSDOT FOP for AASHTO T ' 329 or other tests approved by the Engineer to determine the total bitumen content. 9 03.21(1)B Recycled Portland Cement Concrete Rubble For recycled materials incorporating Portland cement concrete rubble the product supplier shall perform total lead content testing quarterly. Tests shall include a minimum of five samples. Sample collection shall be conducted according to ASTM D 75. Total lead content testing will be conducted ' according to EPA Method 3010/6010. A test shall not exceed 250 ppm using a total lead analysis EPA Test Method 6010. In addition, the Toxicity Characteristics Leaching Procedure, EPA Test Method 1311 shall be used and a test shall not exceed 5.0 ppm. The product supplier shall keep ' all test results on file. 9 03.21(1)C Recycled Glass Aggregates ' The product supplier shall perform total lead content testing quarterly. Tests shall include a minimum of five samples. Sample collection shall be conducted according to ASTM D 75. Total lead content testing will be conducted according to EPA Method 3010/6010. A test shall not exceed 250 ppm using a total lead analysis EPA Test Method 6010. In addition, the Toxicity Characteristics Leaching Procedure, EPA Test Method 1311 shall be used and a test shall not exceed 5.0 ppm. The product supplier shall keep all test results on file. ' 9 03.21(1)D Recycled Steel Furnace Slag The Contractor shall provide to the Engineer the steel furnace slag blends that will be used in the final product prior to use. Maximum Allowable Percent (by weight) of Recycled Material Hot Mix Steel Furnace Asphalt Concrete Rubble Recycled Glass Slag I Fine Aggregate for Portland Cement 9- 03.1(2) 0 0 0 0 Concrete I Coarse Aggregates for Portland Cement 9- 03.1(4) 0 0 0 0 Concrete I Aggregate for Asphalt 9 -03.6 Treated Base (ATB) 1 Aggregates for Hot Mix 9-03.8 See 5-04.2 0 0 20 Asphalt ' 57 / 254 1 Ballast 9- 03.9(1) 20 100 15 20 Shoulder Ballast 9- 03.9(2) 20 100 15 20 I Crushed Surfacing 9- 03.9(3) 20 100 15 20 Aggregate for Gravel 9 -03.10 20 100 15 20 I Base Gravel Backfill for 9-03.12(1)A 20 100 15 20 Foundations — Class A 1 Gravel Backfill for 9-03.12(1)B 20 100 15 20 Foundations — Class B Gravel Backfill for Walls 9- 03.12(2) 0 100 15 20 1 Gravel Backfill for Pipe 9-03.12(3) 0 100 15 20 Zone Bedding II Gravel Backfill for 9- 03.12(4) 0 100 100 0 Drains Gravel Backfill for 9_ 03.12(5) 0 0 100 0 1 Drywells Backfill for Sand Drains 9 -03.13 0 100 100 0 I Sand Drainage Blanket 9- 03.13(1) 0 100 100 0 Gravel Borrow 9- 03.14(1) 20 100 100 20 1 Select Borrow 9- 03.14(2) 20 100 100 20 Select Borrow (greater than 3 -feet 9-03.14(2) 100 100 100 20 I below Subgrade and side slopes) Common Borrow 9- 03.14(3) 20 100 100 20 I Common Borrow - (greater than 3 -feet 9-03.14(3) 100 100 100 20 I below Subgrade and side slopes) Foundation Material 9 -03.17 0 100 100 20 I Class A and Class B Foundation Material 9-03.18 0 100 100 20 Class C 1 Bank Run Gravel for 9-03.19 0 100 100 20 Trench Backfill 1 9 03.21(2) Recycled Hot Mix Asphalt This section including title is deleted in its entirety. 1 9 03.21(3) Recycled Portland Cement Concrete Rubble This section including title is deleted in its entirety. 1 9 03.21(4) Recycled Glass Aggregates This section including title is deleted in its entirety. 1 58/254 1 9- 03.21(5) Steel Furnace Slag This section including title is deleted in its entirety. SECTION 9 -09, TIMBER AND LUMBER January 7, 2008 9 -09.1 General Requirements This section is revised to read: All timber and lumber shall be sized as indicated in the Plans. ' All timber and lumber to be painted shall be surfaced on all sides. All timber and lumber to be painted shall be thoroughly air or kiln dried to an equilibrium moisture content and shall be stored in such a manner as to remain in a thoroughly dry condition until placed into the work. 9 - 09.2 Grade Requirements This section is revised to read: Timber and lumber shall conform to the grades and usage listed below. 1 Timber and lumber shall be marked with a certified lumber grade stamp provided by one of the following agencies: 1 West Coast Lumber Inspection Bureau (WCLIB) Western Wood Products Association (WWPA) Pacific Lumber Inspection Bureau (PLIB) Any lumber grading bureau certified by the American Lumber Standards Committee For structures, all material delivered to the project shall bear a grade stamp and have a grading 1 certificate. The grade stamp and grading certificate will not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. The grading certificate shall ' be issued by either the grading bureau whose stamp is shown on the material, or by the lumber mill, which shall be under the supervision of one of the grading bureaus listed above. The certificate shall include the following: Name of the mill performing the grading The grading rules being used Name of the person doing the grading with current certification Signature of a responsible mill official Date the lumber was graded at the mill ' Grade, dimensions, and quantity of the timber or lumber For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts, ' the material delivered to the project shall either bear a grade stamp on each piece or have a grading certificate as defined above. The grade stamp or grading certificate shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that ' does not comply with the specifications or has been damaged during shipping or upon delivery. 9 09.2(1) Surfacing and Seasoning This section including title is revised to read: 59 / 254 1 9- 09.2(1) Structures All timber and lumber for structures shall be Douglas Fir -Larch unless specified otherwise in the contract, and shall conform to the following: Materials 2" to 4" nominal No. 1 and better, grade thick, 5" nominal and wider (Section 123 -b of WCLIB) or (Structural Joists and Planks) (Section 62.11 of WWPA) Materials 5" nominal and thicker (Beams and No. 1 and better, grade Stringers) (Section 130 -b of WCLIB) or (Section 70.11 of WWPA) Timber lagging for soldier pile walls shall be Douglas Fir - Larch, grade No. 2 or better or Hem -Fir No. 1. When the material is delivered to the project, the Engineer will check the order for the appropriate grade stamp. The invoice and grading certificate accompanying the order must be accurate and complete with the information listed above. The grading certificate and grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. 9 09.2(2) Vacant This section including title is revised to read: 9 09.2(2) Guardrail Posts and Blocks Timber and lumber for guardrail posts and blocks (classified as Posts and Timbers) shall conform to the species and grades listed below. 1 Douglas Fir No. 1 and better, grade (Section 131 -b WCLIB) or (Section 80.11 WWPA) Hem Fir Select Structural, grade (Section 131 -a WCLIB) or (Section 80.10 WWPA) Southern Yellow Pine No. 1 and better, grade (Southern Pine Inspection Bureau) When the material is delivered to the project, the Engineer will check the order for the appropriate 1 grade stamp. The grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. 1 9 09.2(3) Inspection This section including title is revised to read: 1 9 09.2(3) Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts The allowable species of timber and lumber for signposts, and mileposts shall be Douglas Fir- Larch or Hem Fir. Timber and lumber for sawed fence posts and mailbox posts shall be Western Red Cedar, Douglas Fir - Larch, or Hem Fir. Sign posts, mileposts, sawed fence posts, and mailbox posts shall conform to the grades shown below. 60 / 254 ' 4" x 4" Construction grade (Light Framing, ' Section 122 -b WCLIB) or (Section 40.11 WWPA) 4" x 6" No. 1 and better, grade (Structural Joists and Planks, Section 123 -b WCLIB) or (Section 62.11 WWPA) ' 6" x 6 ", 6" x 8 ", 8" x 10" No. 1 and better, grade (Posts and Timbers, Section 131 -b WCLIB) or (Section 80.11 WWPA) 6" x 10 ", 6" x 12" No. 1 and better, grade (Beams and Stringers, Section 130 -b WCLIB) or (Section 70.11 WWPA) ' SECTION 9 -14, EROSION CONTROL AND ROADSIDE PLANTING August 3, 2009 ' 9- 14.4(4) Vacant This section including title is revised to read: ' 9 14.4(4) Wood Strand Mulch Wood strand mulch shall be a blend of loose, long, thin wood pieces derived from native conifer or ' deciduous trees with high length -to -width ratio. A minimum of 95% of the wood strand shall have lengths between 2 and 10- inches, with a width and thickness between 1/16 and 3/8- inches. The mulch shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust or wood shavings shall not be used as mulch. 9 14.4(8) Compost This section is revised to read: Compost products shall be the result of the biological degradation and transformation of plant- ' derived materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment or an erosion U control BMP as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. 1 Compost production and quality shall comply with Chapter 173 -350 WAC. Compost products shall meet the following physical criteria: ' 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02 -B, "Sample Sieving for Aggregate Size Classification ". Fine Compost shall meet the following: Min. Max. Percent passing 2" 100% Percent passing 1" 95% 100% Percent passing 5/8" 90% 100% Percent passing 1 /4" 75% 100% Maximum particle length of 6 inches ' Coarse Compost shall meet the following: 61 / 254 1 Min. Max. I Percent passing 3" 100% Percent passing 1" 90% 100% Percent passing 3 /4" 70% 100% I Percent passing '/" 40% 60% Maximum particle length of 6 inches 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11 -A, "1:5 Slurry pH ". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than I 1.0 percent by weight as determined by U.S. Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter Method (LOI) ". 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in accordance with I U.S. Composting Council TMECC 04.10 "Electrical Conductivity ". 6. Maturity shall be greater than 80% in accordance with U.S. Composting Council TMECC I 05.05 -A, "Germination and Root Elongation ". 7. Stability shall be 7 mg CO —C /g OM /day or below in accordance with U.S. Composting I Council TMECC 05.08 -B "Carbon Dioxide Evolution Rate ". 8. The compost product must originate a minimum of 65 percent by volume from recycled 1 plant waste as defined in WAC 173 -350 as "Type 1 Feedstocks." A maximum of 35 percent by volume of "Type 2 Feedstocks," source - separated food waste, and /or biosolids may be substituted for recycled plant waste. The manufacturer shall provide a list of I feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council I TMECC 05.08 -E "Solvita® Maturity Index ". Fine Compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Coarse Compost shall score a 5 or above on the Solvita® Compost Maturity Test. I This section is supplemented with the following new sub - sections: 9- 14.4(8)A Compost Approval I The Contractor shall either select a compost manufacturer from the Qualified Products List, or submit the following information to the Engineer for approval: I 1. A Request for Approval of Material Source. 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the I Jurisdictional Health Department as per WAC 173 -350 (Minimum Functional Standards for Solid Waste Handling). 3. The manufacturer shall verify in writing, and provide lab analyses that the material I complies with the processes, testing, and standards specified in WAC 173 -350 and these specifications. An independent Seal of Testing Assurance (STA) Program certified I laboratory shall perform the analysis. 62/254 1 1 4. A copy of the manufacturer's Seal of Testing Assurance STA certification as issued by I the U.S. Composting Council. 9 14.4(8)B Compost Acceptance U Seven days prior to initial application of any compost the Contractor shall submit a compost sample, a STA test report dated within 90 calendar days, and the list of feedstocks by volume for each compost type to the Engineer for review. I The Contractor shall use only compost that has been tested within 90 calendar days of application and meets the requirements in section 9- 14.4(8). Compost not conforming to the above I requirements or taken from a source other than those tested and accepted shall be immediately removed from the project and replaced at no cost to the Contracting Agency. U 9 - 14.5 Erosion Control Devices This section is supplemented with the following new sub - section: I 9 14.5(8) High Visibility Fencing High visibility fence shall be UV stabilized, orange, high- density polyethylene or polypropylene mesh, and shall be at least four feet in height. I Support posts shall be wood or steel in accordance with Standard Plan 1- 10.10 -00. The posts shall have sufficient strength and durability to support the fence through the life of the project. I 9 - 14.5(1) Polyacrylamide (PAM) The second sentence is revised to read: I PAM shall be anionic and shall be linear, and not cross - linked. 9 14.5(3) Clear Plastic Covering I This section is revised to read: Clear plastic covering shall conform to the requirements of ASTM D 4397, for polyethylene I sheeting having a minimum thickness of 6 mils. 9 14.5(7) Coir Log I The reference to Standard Plans in the second sentence of the first paragraph is revised to read Plans. SECTION 9 -16, FENCE AND GUARDRAIL 111 December 1, 2008 9- 16.1(1)A Post Material for Chain Link Fence I The first paragraph is supplemented with the following: • Round Post Material t Round post material shall be Grade 1 or 2. • Roll Form Material 1 Roll- formed post material shall be Grade 1. Roll- formed end, corner, and pull posts shall have integral fastening loops to connect to the fabric for the full length of each post. Top rails and brace rails shall be open rectangular I sections with internal flanges as shown in ASTM F1043. I 63/254 T 1 he Round Post Material and Roll Form Material information following the third paragraph is deleted. 9- 16.1(1)B Chain Link Fence Fabric 1 The first paragraph is revised to read: Chain link fabric shall consist of 11 gage wire for chain link fence Types 3, 4, and 6, and 9 gage I wire for chain link fence Type 1. The fabric shall be zinc - coated steel wire conforming to AASHTO M 181, Class C. Zinc 5- percent Aluminum - Mischmetal alloy meeting the requirements of ASTM B 750 may be substituted for zinc coating (hot- dipped) at the application rate specified by ASSHTO 111 M 181 for hot -dip zinc coating. Coating for chain link fence fabric shall meet the requirements of ASTM A 817 with minimum weight of coating of uncoated wire surface 1.0 oz/sq ft (305 g /m2). 9- 16.1(1)C Tension Wire I This section including title is revised to read: 9- 16.1(1)C Tension Wire and Tension Cable I Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing shall be Class 1. 1 Tension cable shall meet the requirements of Section 9- 16.6(5). 9- 16.1(1)D Fittings and Hardware I This section is supplemented with the following: Fabric bands and stretcher bars shall meet the requirements of Section 9- 16.6(9). 1 Thimbles, wire rope clips, anchor shackles, and seizing shall meet the requirements of Section 9- I 16.6(6). 9- 16.1(1)E Chain Link Gates I The first sentence in the first paragraph is revised to read: Gate frames shall be constructed of not less that 1 1/2 -inch (I.D.) galvanized pipe conforming to AASHTO M 181 Type I, Grade 1 or 2 as specified in Section 9- 16.1(1)A. 1 The fourth sentence in the first paragraph is revised to read: All welds shall be ground smooth and painted with an A -9 -73 galvanizing repair paint or A -11 -99 1 primer meeting the requirements of Section 9 -08.2. 9- 16.2(1)A Steel Post Material The paragraph under Angle Post Material is revised to read: All angle post material shall be galvanized in accordance with the requirements of I AASHTO M 111 except the anchor plate on fence post material shall be grade 55. Angle post used for end, corner, gate and pull post and brace shall have a minimum weight of I 3.1 lb/ft. The first sentence in the third paragraph is revised to read: 1 Posts shall not be less than 7 -feet in length. The last sentence in the third paragraph is revised to read: I 64 / 254 I I The anchor plate shall be securely attached and have a surface area of 20 ±2 in and a minimum weight of 0.67 pounds. I 9 - 16.3(2) Posts and Blocks The first sentence in the second paragraph is revised to read: I Timber posts and blocks shall conform to the grade specified in Section 9- 09.2(2). I 9 16.3(3) Galvanizing The first sentence in the first paragraph is revised to read: I W -beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M -180, Class A, Type 2, except that the rail shall be galvanized after fabrication, with fabrication to include forming, cutting, shearing, punching, drilling, bending, welding, and riveting. 1 9 16.3(4) Hardware This section is revised to read: 1 Unfinished Bolts (ordinary machine bolts), nuts, and washers for High Unfinished Bolts, shall conform to 9- 06.5(1). High Strength bolts, nuts, and washers for High Strength Bolts shall conform I to 9- 06.5(3). Unfinished bolts will be accepted by field verification and documentation that bolt heads are stamped 307A. The Contractor shall submit a manufacturer's certificate of compliance per 1 -06.3 I for high strength bolts, nuts, and washers prior to installing any of the hardware. 9 16.3(5) Anchors I The reference to "hot dip galvanized" in the tenth paragraph is revised to "galvanized ". 9 16.4(2) Wire Mesh I The reference to "hot dip galvanized" in the second sentence in the third paragraph is revised to "galvanized ". I 9 16.6(2) Glare Screen Fabric The reference to "A 491" in the second sentence in the first paragraph is revised to "ASTM A 491 ". I 9 16.6(3) Posts The first paragraph is revised to read: I Line posts for Type 1 glare screen shall be 1 1/2- inches by 1 7/8- inches galvanized steel H column with a minimum weight of 2.8 pounds per linear foot. Line posts for Type 2 glare screen shall be 1 5/8- inches by 2 1/4- inches galvanized steel H column with a minimum weight of 4.0 pounds per I linear foot, or 2 -inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot provided only one type shall be used on any one project. I The first paragraph is supplemented with the following: End, corner, brace, and pull posts for Type 1 Design A shall be 1 1/2- inches by 1 7/8- inches steel I H column with a minimum weight of 2.8 pounds per linear foot. The first sentence in the second paragraph is revised to read: 1 End, corner, brace, and pull posts for Type 1 Design B and Type 2 shall be 2 -inch inside diameter galvanized steel pipe with nominal weight of 3.65 pounds per linear foot. I 65 / 254 1 The reference to "hot dip galvanized" in the third sentence in the second paragraph is revised to I "galvanized ". The first two sentences in the fifth paragraph are revised to read: All posts shall be galvanized in accordance with AASHTO M 181, Section 32. The minimum average zinc coating is per square foot of surface area. 9 16.6(5) Cable I The reference to "hot dip galvanized" is revised to "galvanized ". 9 16.6(6) Cable and Tension Wire Attachments I The reference to "hot dip galvanized" in the first sentence in the first paragraph is revised to "galvanized ". I The third sentence in the first paragraph is deleted. 9 16.6(9) Fabric Bands and Stretcher Bars 1 The reference to "hot dip galvanized" is revised to "galvanized ". 9 16.6(10) Tie Wire I This section including title is revised to read: 9 16.6(10) Tie Wire and Hog Rings I Tie wire shall be 9 gage aluminum wire complying with the ASTM B 211 for alloy 1100 H14 or 9 gage galvanized wire meeting the requirements of AASHTO M 279. Galvanizing shall be Class 1. I Hog rings shall be 12 gage galvanized steel wire. 9 16.8(1) Rail and Hardware I The word "Composition" following the first paragraph is deleted. SECTION 9 -25, WATER I April 6, 2009 9 -25.1 Water for Concrete 1 The first paragraph is revised to read: Water for concrete, grout, and mortar shall be clear, apparently clean, and suitable for human 1 consumption (potable). If the water contains substances that cause discoloration, unusual smell or taste, or other suspicious content, the Engineer may require the Contractor to provide test results I documenting that the water meets the physical test requirements and chemical limits described in ASTM C1602 for non - potable water. 1 1 1 66/254 1 SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2008 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision ( * * * * * *) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. ' (Regions' date) (BSP date) Region Special Provision Bridges and Structures Special Provision ' General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill -in ". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: ' Regions' ER Eastern Region NCR North Central Region ' NWR OR Northwest Region Olympic Region SCR South Central Region ' SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one ' project to another is the inclusion of variable project data, inserted as a "fill -in ". Project Specific Special Provisions normally appear only in the contract for which they were developed. r 1 1 1 ' 67 / 254 1 DIVISION 1 GENERAL REQUIREMENTS This contract provides for the improvement of The William O. Douglas Trail from `I' Street to the Naches River Pathway, by constructing an asphalt pathway along the west side of 6th Avenue, installing post, cable and boxwood barrier, an irrigation system and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. All work shall be in accordance with the Plans and Specifications as prepared by the City Engineer of the City of Yakima. 1 - 01 DEFINITIONS AND TERMS 1 -01.3 Definitions ' (September 12, 2008 APWA GSP) This Section is supplemented with the following: All references in the Standard Specifications to the terms "State ", "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency ". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency 9 9 Y designated location ". The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting 1 Agency's headquarters are located. Additive ' A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Contract Documents See definition for "Contract ". ' Contract Time The period of time established by the terms and conditions of the contract within which the work must be physically completed. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. ' Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. ' Contract Execution Date The date the Contracting Agency officially binds the agency to the contract. 69/254 Notice to Proceed Date 1 The date stated in the Notice to Proceed on which the contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Physical Completion Date The day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed 1 The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. 1 Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1 1 -02.1 Qualifications of Bidder 1 (March 25, 2009 APWA GSP) Bidders must meet the minimum qualifications of RCW 39.04.350(1), as amended: "Before award of a public works contract, a bidder must meet the following responsibility criteria to be considered a responsible bidder and qualified to be awarded a public works project. The bidder must: 1 (a) At the time of bid submittal, have a certificate of registration in compliance with chapter 18.27 RCW; (b) Have a current state unified business identifier number; (c) If applicable, have industrial insurance coverage for the bidder's employees working in Washington as required in Title 51 RCW; an employment security department number as required in Title 50 RCW; and a state excise tax registration number as required in Title 82 RCW; and 70 / 254 ' (d) Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3)." ' 1 -02.2 Plans and Specifications (October 5, 2005 APWA GSP) Delete this section and replace it with the following: ' Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. ' After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17 ") 3, Furnished only upon request. ' and Contract Provisions Large plans (e.g., 22" x 34 ") N/A Not Available and Contract Provisions Additional plans and Contract Provisions may be purchased by the Contractor by payment of the ' cost stated in the Call for Bids. 1 -02.5 Proposal Forms ' (October 1, 2005 APWA GSP) Delete this section and replace it with the following: At the request of a bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. ' The proposal form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not ' limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D /M/WBE commitment, if applicable; a State of ' Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. ' Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). 1 ' 71 /254 a partnership 1 A bid b y p s p shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D /M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W /MBE requirements are to be satisfied through such an agreement. 1 - 02.7 Bid Deposit t (October 1, 2005 APWA GSP) Supplement this section with the following: 1 Bid bonds shall contain the following: 1. Contracting Agency- assigned number for the project; 1 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. 1 If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 1 1 - 02.9 Delivery of Proposal (October 1, 2005 APWA GSP) Revise the first paragraph to read: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number 1 as stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise stated in the Bid Documents, to ensure proper handling and delivery. (* * * * * *) 1 - 02.12 Public Opening Of Proposal Section 1 -02.12 is supplemented with the following: 1 Date Of Opening Bids Sealed bids are to be received at the office of the City Clerk, City of Yakima, 129 North Second Street, Yakima, WA 98901. The bid opening date for this project is as listed in the invitation to bid. Bids received will be 1 publicly opened in the City of Yakima Council chambers and read after 2:00 P. M. on this date. 1 - 02.13 Irregular Proposals (March 25, 2009 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: 72 / 254 ' a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is ' altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; ' f. g. The Proposal form is not properly executed; The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1 -02.6; The Bid Proposal does not constitute a definite and unqualified offer to meet the material ' terms of the Bid invitation; or j. More than one proposal is submitted for the same protect from a Bidder under the same or different names. ' 1 -02.14 Disqualification of Bidders (March 25, 2009 APWA GSP, Option B) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if: 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in ' collusion will be restricted from submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the ' work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or ' 6. the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7. the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating ' circumstances acceptable to the Contracting Agency; or 8. the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or 9. there are any other reasons deemed proper by the Contracting Agency. As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two ' lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation ' specifically listed in the supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. 1 73/254 1 The basis for evaluation of Bidder compliance with these supplemental criteria shall be any I documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public I agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria I above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the I Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1 1 - 02.15 Pre Award Information (October 1, 2005 APWA GSP) I Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or r actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be I used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time I required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, I 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or I 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1 -03 AWARD AND EXECUTION OF CONTRACT 1 1 -03.1 Consideration of Bids I (January 23, 2006 APWA GSP) Revise the first paragraph to read: I After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid I amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, 1 corrected where necessary, including sales taxes where applicable and such additives and /or 74 / 254 I alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. ' 1 -03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: ' Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. 1 Within TEN (10) calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Section 1- 07.18, ' and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered 1 before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract ' documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of SEVEN (7) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: ' The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency- furnished form; t 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by ' the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of ' the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or ' any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to siqn the bond; and ' 6. Be signed by an officer of the Contractor empowered to siqn official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice- 1 75/254 president, unless accompanied 1 p s cco panted by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice - president). 1 1 -03.7 Judicial Review Revise the last sentence to read: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. 1 -04 SCOPE OF THE WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of 1 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 1 3. Special Provisions, including APWA General Special Provisions, if they are included, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1 -05 CONTROL OF WORK (* * * * * *) 1 -05.1 Authority of the Engineer Supplement this section with the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1 76/254 1 (August 2, 2004) 1 -05.3 Plans And Working Drawings I Section 1 -05.3 is supplemented with the following: When submittals require review by the railroad, the Engineer will require up to 60 calendar days 1 from the date the submittals are received until they are returned to the Contractor. If a submittal is returned unapproved and then resubmitted, then an additional review time of up to 60 calendar days will be required. If more than 60 calendar days are required for the Engineer's review of any individual submittal or resubmittal, an extension of time will be considered in accordance with Section 1 -08.8. I 1 - 05.4 Conformity With and Deviations from Plans and Stakes Supplement this section with the following: 1 (April 7, 2008) Contractor surveying - Roadway I Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. I The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, I and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. 1 Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within 1 three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of I Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. I The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and I expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. I 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. I 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. I 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. 1 I 77 / 254 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all 1 drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -foot intervals in intersection radii with a radius Tess than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. 1 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. The Contractor shall, at no additional charge, collect additional topographic survey data as needed in order to match into existing roadways such that the transition from the new pavement to the existing pavement is smooth and that the pavement drains properly. If changes to the improved areas are significant and alter the existing flow characteristics of the surrounding areas, the Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 1 0.04 feet below grade ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet 78/254 1 1 (normal to alignment) ' Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ' ±0.1 feet (normal to alignment) The Contracting Agency may spot -check the Contractor's surveying. These spot- checks will not change the requirements for normal checking by the Contractor. ' When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The ' Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor - provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan H -14. When stakes are needed that are ' not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. ' Payment No additional payment will be made for Contractor Surveying — Roadway. Payment will be incidental to other bid items in the contract. 1 (August 2, 2004) Licensed Surveyors ' The Contractor shall be responsible for reestablishing or locating legal survey markers such as GLO monuments or property corner monuments, conduct boundary surveys to determine Contracting Agency right -of -way locations, and obtain, review and analyze deeds and records as necessary to determine these boundaries. The Contracting Agency will provide "rights of entry" as needed by the Contractor to perform the work. ' The Contractor shall brush out or clear and stake or mark the right -of -way lines as designated by the Engineer. ' When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all existing base maps, existing horizontal and vertical control, and other material available with Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also provide maps, plan sheets, and /or aerial photographs clearly identifying the limits of the areas to be surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in the Record of Survey and other points designated in the Contract documents. Existing right of way documentation, existing base maps, existing horizontal and vertical control descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by prospective bidders at the office of the Project Engineer. 1 79/254 The Contractor shall perform all of the necessary calculations for the contracted survey work and 1 shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey 1 data shall be provided and in a format acceptable to the Contracting Agency. All survey work performed by the Contractor shall conform to all applicable sections of the Revised Code of Washington and the Washington Administrative Code. The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order to provide a safe work zone. Payment No additional payment will be made for Contractor Surveying — Roadway. Payment will be incidental to other bid items in the contract. Add the following New Section: 1 -05.5 Survey Monuments The Contractor will reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. All Washington State Laws regarding survey monuments are applicable and contactor shall familiarize themselves with WAC statutes. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying 1 defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. 1 No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. 80/254 1 1 The rights exercised under the provisions of this section shall not diminish the Contracting Agency's I right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. I 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) I 1- 05.11(1) Substantial Completion Date I When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine t the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. I If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work I substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. I Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the 1 Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. I The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. I 1- 05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the 1 Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection I reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. I This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written I notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of contract time because of a delay in the I performance of the work attributable to the exercise of the Engineer's right hereunder. 1 81/254 Upon correction of all deficiencies, the Engineer will notify the Contractor and the 1 Contracting Agency, in writing, of the date upon which the work was considered physically I complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. I 1- 05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and 1 operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; I buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior I to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be I tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the I satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully I complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a 1 manufacturer's guaranties or warranties furnished under the terms of the contract. 1 -05.13 Superintendents, Labor and Equipment of Contractor I (March 25, 2009 APWA GSP) Revise the seventh paragraph to read: 1 Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- 02.14, it will take these performance reports into account. I 1 -05.15 Method of Serving Notices (March 25, 2009 APWA GSP) 1 Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All 1 correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must I be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e -mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. 1 82/254 1 1 -06 CONTROL OF MATERIAL 1 -06 Buy America Section 1 -06 is supplemented with the following: (August 6, 2007) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American -made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. 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 occurring domestically. To further define the coverage, a domestic product is a manufactured steel material ' that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. ' If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source 1 steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is t deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from are to the finished product constitutes a manufacturing process for ' iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), ' scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: t 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. t 83 / 254 1 a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. 1 c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or I iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350 -109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350- 109EF. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 84 / 254 I 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington ' Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, ' all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. ' Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely ' responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the ' Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 1 1 -07.2 State Sales Tax Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (October 1, 2005 APWA GSP) 1- 07.2(1) General The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1- 07.2(1) through 1- 07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax 1 liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract ' amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(3) describes this exception. ' The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the ' Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. ' 85/254 1 1- 07.2(2) State Sales Tax — Rule 171 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1 07.2(3) State Sales Tax — Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or existing 111 buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax. The provisions of Section 1- 07.2(1) apply. 1 07.2(4) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1 1 -07.5 Environmental Regulations 1 - 07.5(4) Air Quality 1 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 Supplement this section with the following: 86 / 254 ' 1 (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, I 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. I The Contractor shall have or obtain a valid City of Yakima Business License for the duration of this project. I 1 -07.9 Wages 1- 07.9(1) General t Section 1- 07.9(1) is supplemented with the following: (February 11, 2008) I 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. WA080001. I (April 2, 2007) Application of Wage Rates For The Occupation Of Landscape Construction State prevailing wage rates for public works contracts are included in this contract and show a separate listing for the occupation: I Landscape Construction, which includes several different occupation descriptions such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment I Operators, and Landscaping or Planting Laborers. In addition, federal wage rates that are included in this contract may also include occupation I descriptions in Federal Occupational groups for work also specifically identified with landscaping such as: 1 Laborers with the occupation description, Landscaping or Planting, or Power Equipment Operators with the occupation description, Mulch Seeding Operator. 1 If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be U considered and compared with corresponding State wage rates. The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in that occupation. I Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. If a classification considered necessary for performance of the work is missing from the Federal Wage Determination applicable to the contract, the Contractor shall initiate a request for approval of a proposed wage and benefit rate. The Contractor shall prepare and 1 submit Standard Form 1444, Request for Authorization of Additional Classification and Wage Rate available at http: / /www.wdol.gov /docs /sf1444.pdf, and submit the completed form to the Project Engineer's office. The presence of a classification wage on the Washington State I Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of determining a federal classification wage rate. I 1 - 07.11 Requirements For Nondiscrimination Section 1 -07.11 is supplemented with the following: 1 I 87/254 (March 6, 2000) 1 Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 1 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. 1 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 1 aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide 1 Timetable Goal 1 Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) 1 Spokane, WA: SMSA Counties: 1 Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA 1 Pend Oreille; WA Stevens; WA Whitman. Richland, WA 1 SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin. 1 Non -SMSA Counties 3.6 WA Walla Walla. Yakima, WA: 1 SMSA Counties: Yakima, WA 9.7 1 WA Yakima. Non -SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. 1 Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 1 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. 1 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 1 Whatcom. 1 88 / 254 1 ' Portland, OR: SMSA Counties: ' Portland, OR -WA 4.5 WA Clark. Non -SMSA Counties 3.8 WA Cowlitz; WA Kiickitat; 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. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60- ' 4 shall .be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60- 4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60 -4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Engineer within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, U 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; t 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) i 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. 89 / 254 Hi 1 (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 1 paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 1 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. 90 / 254 1 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 therefore, along with whatever additional actions the Contractor may have taken. ' d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. ' e. Develop on- the -job training opportunity and /or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of ' Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. ' f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. ' g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including ' specific review of these items with on -site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and ' 91 / 254 1 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 1 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. 1 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. 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 1 under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor - union, contractor - community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work -force participation, 92/254 1 makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the ' Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to ' discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from ' Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties 1 shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific ' affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60 -4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction 1 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). ' (December 3, 2007) Disadvantaged Business Enterprise Condition of Award Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this contract. This goal is considered a condition of award. 93 / 254 DBE Goals The Contracting Agency has established a goal in the amount of: 1 5% (FIVE PERCENT) DBE Eligibility ' Selection of DBEs DBEs proposed by the bidder shall be listed as DBEs on the current list of firms certified by the Office of Minority and Women's Business Enterprises (OMWBE.) In absence of being listed, the Contractor may provide written proof from OMWBE documenting that their proposed DBEs are currently certified. A list of firms certified by OMWBE is available from that office and on line through their website (www.omwbe.wa.gov /directory /directory.htm) or by telephone at (360) 704 -1181. It shall be the responsibility of the bidder to confirm with OMWBE that the certification of any proposed DBE firm is current and that the firm is certified in the North American Industry Classification System (NAICS) code for the work being proposed. In establishing the certification status of any subcontractor or supplier, the bidder may rely upon the website list or upon any written commitments from OMWBE provided that information is obtained no earlier than 24 hours prior to the time set for bid submittals. Proposed firms not meeting the specified requirements at the time fixed for the opening of bids will not be credited by the Contracting Agency for the purpose of meeting the goals. The amounts committed to a non - certified firm will not be counted in the evaluation of the bidder's DBE submittal. In the event that a DBE firm listed is certified at the time of the submission of the bid, but the listed DBE firm is subsequently determined to be ineligible prior to execution of the contract, then the contract execution will proceed and the Contractor will be required to substitute a certified DBE firm for the same amount or to make a good faith effort to do so. Counting DBE Participation Toward Meeting the Goal and Substitution Requirements When a DBE firm participates in a contract, only the value of the work actually performed by the DBE will be counted towards the DBE goal. 1 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, including supplies purchased or equipment leased by the DBE (except supplies and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliates, unless the Prime Contractor is also a DBE). Work performed by a DBE, utilizing resources of the Prime Contractor or its affiliates will not be counted toward DBE goals. In very rare situations, a DBE firm may utilize equipment and /or personnel from a non -DBE firm other than the Prime Contractor or its affiliates. Should this situation arise, the arrangement must be short-term and must have prior written approval from the Contracting Agency. The arrangement must not erode a DBE firm's ability to perform a Commercially Useful Function (See discussion of CUF, below). , 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. 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work may be counted toward the DBE goal only if the DBE's lower 94 / 254 1 tier Subcontractor is also a DBE. Work that a DBE subcontracts to a non -DBE firm does not count toward the DBE goal. The DBE firm may further subcontract to lower ' tier DBE subcontractors to the extent specified by section 1 -08.1. 4. When a non -DBE subcontractor further subcontracts to a lower -tier subcontractor or supplier who is a certified DBE, then that portion of the work further subcontracted may be counted toward the DBE goal, so long as it is a distinct clearly defined portion of the work of the subcontract that the DBE is performing in a commercially useful function with its own forces. 5. Continue to count the work subcontracted to a decertified DBE firm after decertification, provided the prime contractor had a subcontract in force before the decertification and the prime contractor's actions did not influence the DBE's decertification. DBE Prime Contractor A DBE prime Contractor may only count the work performed with its own forces and the work performed by DBE Subcontractors and DBE suppliers. In the event that the DBE Prime contractor becomes decertified during the contract, for reasons other than graduation from the program, the portion of the work performed after the decertification will not count toward the goal. If this work is part of the Condition of Award the prime will be required to meet the Condition of award and may do so by increasing the dollars and work to another DBE firm in an amount equal to that which can not be counted, utilize the dollars committed/paid to a non - COA DBE who is already on the project, or make a good faith effort to do so. If the reason for decertification is for graduation, the work of the decertified DBE prime contractor may continue to be counted toward the goal. ' Joint Venture When a DBE performs as a participant in a joint venture, only 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 will count toward COA DBE goal In the event that the DBE Joint Venture contractor becomes decertified during the contract, for reasons other than graduation from the program, the portion of the work performed after the decertification will not count toward the DBE goal. If this work is part of the Condition of Award the Joint Venture will be required to meet the Condition of award and may do so by increasing the dollars and work to another DBE firm in an amount equal to that which can not be counted, utilize the dollars ' committed /paid to a non -COA DBE who is already on the project, or make a good faith effort to do so. If the reason for decertification is for graduation the work of the decertified DBE Joint Venture contractor may continue to be counted toward the goal. Changes in the Quantity of Work Owner initiated Change Orders In the event the Contracting Agency reduces quantities or deletes work items that impact ' a DBE's work and insufficient work remains on the contract, the Contracting Agency may relieve the prime contractor from attainment of that portion of the goal. Original Quantity Under runs In the event that work committed to a DBE firm as part of the COA, under runs the original planned quantities and that work is completed according to the contract, the ' contractor shall not be required to substitute work for the portion of the COA not achieved. Contractor - Initiated Proposals — General 1. Reductions or Deletions 95 / 254 1 Any reduction or deletion of Condition of Award DBE work that is proposed by the Contractor under this provision shall not be permitted without the express prior written consent of the Contracting Agency, including concurrence by WSDOT /OEO, which shall have the discretion to deny approval. The Contractor must notify and obtain written approval from the contracting agency prior to replacing a DBE or making any change in the participation. Approval for replacement will be granted only if it is demonstrated that the DBE is unable or unwilling to perform. The Contractor must make every good faith effort to find another certified DBE subcontractor to substitute for the original DBE. The good faith efforts shall be directed at finding another DBE to perform at least the same amount of work under the contract as the original DBE, to the extent needed to meet the contract goal. Any deviation from the DBE condition -of -award letter or contract specifications must be approved by Change Order issued by the Contracting Agency. The Contractor shall notify affected DBEs in writing of any changes in the scope of work which result in a reduction in the dollar amount of condition -of -award to the contract. In addition to the above requirements for reductions in the Condition of Award, additional requirements apply to the two cases of Contractor - Initiated work substitution proposals. Where the contract allows alternate work methods which serve to delete or create underruns in condition of award DBE work, and the Contractor selects that alternate method or, where the Contractor proposes a substitute work method or material that serves to diminish or delete work committed to a DBE and replace it with other work, then the Contractor must demonstrate one of the following: a. That the replacement work will be performed by the same DBE (as long as the DBE is certified in the respective item of work) in a modification of the Condition of Award agreement; or 1 b. That the DBE is aware that its work will be deleted or will experience underruns and has agreed in writing to the change. If this occurs, the Contractor shall substitute other work of equivalent value to a certified DBE or provide documentation of good faith efforts to do so; or c. That the DBE is not capable of performing the replacement work or has declined to perform the work at a reasonably competitive price. If this occurs, the Contractor shall substitute other work of equivalent value to a certified DBE or provide documentation of good faith efforts to do so. 2. Additions As stated above, any change in the condition of award will be evidenced by a change order. Where the revision includes work committed to a new DBE subcontractor, not previously involved in the project, then a Request to Sublet shall be submitted in accordance with Section 1 -08.1. 1 If the commitment of work is in the form of additional tasks assigned to an existing subcontractor, then a new Request to Sublet shall not be required. However, the Contractor must document efforts to assure that the existing DBE subcontractor is capable of performing the additional work and has agreed (in writing) to the change. 1 96 / 254 ' Commercially Useful Function Payments to a DBE firm will count toward DBE goals only if the DBE is performing a commercially useful function on the 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. Two party checks are not allowed. 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. Trucking Use the following factors in determining whether a DBE trucking company is performing a commercially useful function: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is listed on a particular contract. 2. The DBE must itself own and, with its own workforce, operate at least one fully ' licensed, insured, and operational truck used on the contract. 3. The DBE receives credit only for the total value of the transportation services it ' provides on the contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. ' 4. For purposes of this paragraph a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the ' lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. ' 5. The DBE may lease trucks from another DBE firm and may enter an agreement with an owner - operator who is certified as a DBE. The DBE who leases trucks from another DBE or employs a DBE owner - operator receives credit for the total value of the transportation services the lessee DBE provides on the contract. 6. The DBE may also lease trucks from a non -DBE firm and may enter an agreement with an owner - operator who is a non -DBE. The DBE who leases trucks from a non- DBE or employs a non -DBE owner - operator is entitled to credit only for the fee or commission it receives as a result of the lease arrangement. The DBE does not receive credit for the total value of the transportation services provided by the lessee, ' since these services are not provided by a DBE. 7. In any lease or owner - operator situation, as described in paragraphs 5 & 6 above, t the following rules shall apply: • A written lease /rental agreement on all trucks leased or rented, showing the true ownership and the terms of the rental must be submitted and approved by the Contracting Agency prior to the beginning of the work. The agreement must show the lessor's name, trucks to be leased, and agreed ' 97 / 254 1 upon amount or method of payment (hour, ton, or per load). All lease agreements shall be for a long -term relationship, rather than for the individual project. Does not apply to owner - operator arrangements. • Only the vehicle, (not the operator) is leased or rented. Does not apply to owner - operator arrangements. 8. In order for DBE project goals to be credited, DBE trucking firms must be covered by a subcontract or a written agreement approved by the Contracting Agency prior to performing their portion of the work. Expenditures paid to other DBEs 1 Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the following: Manufacturer 1. Counting If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies toward DBE goals. 2. Definition 1 To be a manufacturer, the firm operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the specifications. 1 3. In order to receive credit as a DBE manufacturer, the firm must have received an `on- site" review and been approved by WSDOT -OEO to operate as a DBE Manufacturing firm prior to bid opening on any USDOT federally- assisted contract. Use of a DBE manufacturer that has not received an on -site review and approval by WSDOT -OEO prior to bid opening will result in the bid being declared non- responsive. To schedule a review, the manufacturing firm must submit a written request to WSDOT /OEO and may not receive credit towards DBE participation until the completion of the review. Once a firm's manufacturing process has been approved in writing, it is not necessary to resubmit the firm for approval unless the manufacturing process has substantially changed. Information on approved manufacturers (per contract) may be obtained from WSDOT -OEO. Regular Dealer 1. Counting If the materials or supplies are purchased from a DBE regular dealer, 60 percent of the cost of the materials or supplies will count toward DBE goals. 2. Definition a) To be a regular dealer, the firm must own, operate or maintain a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. It must also be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business, as provided elsewhere in this specification, if the person 98 / 254 , 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. 3. Regular dealer status is granted on a contract -by- contract basis. To obtain regular dealer status, a formal written request must be made by the interested supplier (potential regular dealer) to WSDOT /OEO. OEO must be in receipt of this request at least seven (7) calendar days prior to bid opening. Included in the request shall be a full description of the project, type of business operated by the DBE, and the manner the DBE will operate as a regular dealer on the specific contract. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. Once the request is reviewed by WSDOT-0E0, the DBE supplier requesting it will be notified in writing whether regular dealer status was approved. DBE firms that are approved as regular dealers for a contract (whenever possible) will be listed on the WSDOT Internet ' Homepage at: www.wsdot.wa.gov /biz/contaa/ prior to the time of bid opening. In addition, bidders may request confirmation of the DBE supplier's approval to operate as a regular dealer on a specific contract by writing the Office of Equal Opportunity, ' Washington State Department of Transportation, P.O. Box 47314, Olympia, WA 98504 -7314 or by phone at (360) 705 -7085. Use of a supplier that has not received approval as a regular dealer prior to bid opening will result in the bid being declared nonresponsive. (unless the contribution of the regular dealer was not necessary to ' meet the project goal). Materials or Supplies Purchased from a DBE ' With respect to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer, 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 may be counted toward the goal. No part of the cost of the materials and supplies themselves may be applied toward DBE goals. ' DBE Utilization Certification To be eligible for award of the contract, the bidder must properly complete and submit a DBE Utilization Certification which has been made a part of the bidder's formal bid proposal. The ' Certification will be used by the Contracting Agency in determining whether the bidder's bid proposal satisfies the DBE contract requirements. For each DBE described in the Certification, the bidder shall state the project role and work item in which that DBE will participate. A general description of the work to be performed by the DBE shall be included. If a DBE will perform a partial item of work, the bidder shall also ' include a dollar amount for each partial item of work. The bidder shall also include a dollar amount for each DBE listed in the Certification that will be applied towards meeting or exceeding the assigned DBE contract goal. ' In the event of arithmetic errors in completing the Certification, the amount listed to be applied towards the goal for each DBE shall govern and the DBE total shall be adjusted accordingly. The information and commitments demonstrated in the Certification shall become a condition ' of any subsequent award of a contract to that bidder and the Certification itself shall become a part of the subsequent contract. ' The Contracting Agency shall consider as non - responsive and shall reject any bid proposal submitted that does not contain a DBE Certification or contains a DBE Certification that fails to ' 99 / 254 that 1 demonstrate a the bidder will meet the DBE participation requirements in one of the manners permitted by the contract as described below. Selection of Successful Bidder /Good Faith Efforts The successful bidder shall be selected on the basis of having submitted the lowest responsive bid, which demonstrates good faith effort to achieve the goal. Good faith efforts must be provided with the bid proposal. The first step in demonstrating good faith efforts is to document, through the DBE Utilization Certification, that the bidder has obtained enough DBE participation to meet or exceed the assigned DBE goal. If the bidder is unable to meet the goal as demonstrated above, the bidder shall supply documentation in addition to the DBE Utilization Certification of their good faith efforts to meet the DBE assigned contract goal. The additional documentation, if required, must be provided with the bid proposal. Based upon all of the relevant documentation submitted with the bid, the Contracting Agency shall determine whether the bidder has made a sufficient good faith effort to seek DBE participation. The Contracting Agency will make a fair and reasonable judgment whether a bidder that did not meet the goal made adequate good faith efforts. The quality, quantity, and intensity of the different kinds of efforts that the bidder has made will be considered. A determination will be made whether the efforts employed by the bidder were those that one could reasonably expect a bidder to take if the bidder were actively and aggressively trying to obtain DBE participation sufficient to meet the DBE contract goal. Mere pro forma efforts will not be considered to be good faith efforts to meet the DBE contract requirements. The following is a list of types of actions, which will be considered as part of the bidder's good faith efforts to obtain DBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases: 1. Attendance by the bidder at any pre - solicitation or pre -bid meetings that were scheduled by the Contracting Agency to inform DBEs of contracting and subcontracting or material supply opportunities available on the project; 1 2. Contacting local Tribes, Tribal Employment Rights Offices (TERO) concerning the subcontracting or supply opportunities in sufficient time to allow the enterprises to participate effectively; 3. Selection by the bidder of specific economically feasible units of the project to be performed by DBEs in order to increase the likelihood of participation by DBEs even if the bidder preferred to perform these work items as the prime contractor; 4. Advertising by the bidder in general circulation, trade association minority and trade 1 oriented, women focus publications, concerning the subcontracting or supply opportunities; 5. Providing written notice from the bidder to a reasonable number of specific DBEs, identified from the OMWBE Directory of Certified Firms for the selected subcontracting or material supply work, in sufficient time to allow the enterprises to participate effectively; 6. Follow -up by the bidder of initial solicitations of interest by contacting the DBEs to determine with certainty whether they were interested. Documentation of this kind of action may include the information outlined below: a. The names, addresses, telephone numbers of DBEs who were contacted, 1 the dates of initial contact, and whether initial solicitations of interest were 100 /254 1 followed -up by contacting the DBEs to determine with certainty whether the DBEs were interested; ' b. A description of the information provided to the DBEs regarding the plans, specifications, and estimated quantities for portions of the work to be ' performed; c. Documentation of each DBE contacted but rejected and the reason(s) for that rejection; 7. Providing, to interested DBEs, adequate information about the plans, specifications, ' and requirements for the selected subcontracting or material supply work; 8. Negotiating in good faith with the DBE firms, and not, without justifiable reason, ' rejecting as unsatisfactory, bids that are prepared by any DBE; 9. Advertising and making efforts to obtain DBE participation that were reasonably ' expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; 10. Making any other efforts to obtain DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; ' 11. Using the services of minority community organizations, minority contractor groups, local, state, and federal minority business assistance offices and other organizations identified by WSDOT and advocates for disadvantaged, minority, and women ' businesses that provide assistance in the recruitment and placement of disadvantaged, minority, and women business enterprises; and 12. Using DBE Supportive Services by contacting the Office of Minority and Women's Business Enterprises DBE Supportive Services Offices: ' Seattle: (206) 553 -7356 Tacoma: (253) 680 -7393 If, after review of the documentation provided in the bidder's proposal, the Contracting Agency determines that a good faith effort was made to secure DBE participation, the assigned DBE goal will not be reduced to the bidder's partial commitment. However, the bidder will be formally advised in the award letter that the partial commitment will satisfy the terms of the contract and there will be no adverse effect on the Contractor as a result of the reduced attainment. ' Should the low and otherwise responsive bidder fail to meet the DBE participation requirements in one of the manners provided in the proposed contract, its bid proposal will be rejected as non - responsive and the next lowest responsive bid accepted unless the Contracting Agency chooses to reject all bids. Administrative Reconsideration ' 1. A bidder has the right to reconsideration in the event its bid has been found to be nonresponsive due to a failure to make adequate good faith efforts to meet the DBE goal requirements of this specification. The bidder must request reconsideration within five working days of notification of being nonresponsive or forfeit the right to reconsideration. 1 101 / 254 tin 1 2. The Contracting g Agency s decision on reconsideration of the bidders good faith efforts shall be made by an official who did not take part in the original determination that the I bidder failed to meet the goal or make adequate good faith efforts to do so. 3. The bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the bidder's position as to why the documents provided with its bid proposal I supported adequate good faith efforts to meet the DBE contract requirements. The bidder's support for its position must be based on its bid submittal. The bidder may provide further explanation /clarification of the information and materials in the submittal, 1 but no new materials or information will be considered by the official in reaching a decision on reconsideration. 4. The official shall send the bidder a written decision on reconsideration, explaining the I basis for the finding as to whether the bidder's bid submittal supported adequate good faith efforts to meet the DBE contract requirements. 1 The Contracting Agency has been advised that the United States Department of Transportation will not accept appeals concerning results of the reconsideration process. 1 Procedures Between Award and Execution After award of the contract, the successful bidder shall provide the additional information I described below. A failure to comply shall result in the forfeiture of the bidder's proposal bond or deposit. The Contracting Agency will notify the successful bidder of the award of the contract in writing 1 and will include a request for a further breakdown of the DBE information. After award and prior to execution of the contract, the bidder shall submit the following items: (1) Additional information for all successful DBE's as shown on the DBE Utilization Certification: • Correct business name, federal employee identification number (if ' available), and mailing address. • List of all bid items assigned to each successful DBE firm, including unit I prices and extensions. • Description of partial items (if any) to be sublet to each successful DBE firm specifying the distinct elements of work under each item to be performed by I the DBE and including the dollar value of the DBE portion. Total amounts shown for each DBE shall not be less than the amount shown on the I Utilization Certification. This submittal, showing the DBE work item breakdown, when accepted by the Contracting Agency and resulting in contract execution, shall become a part of the contract. A breakdown that does not conform to the DBE I Utilization Certification or that demonstrates a lesser amount of DBE participation than that included in the Certification will be returned for correction. The contract will not be executed by the Contracting Agency until a satisfactory breakdown has been submitted. (2) A list of all firms who submitted a bid or quote in an attempt to participate in this I project whether they were successful or not. Include the correct business name, federal employer identification number (optional) and a mailing address. The firms identified by the Contractor may be contacted to solicit general information 1 as follows: 102 /254 1 1 1. age of the firm ' 2. average of its gross annual receipts over the past three years ' Procedures After Execution Reporting The Contractor shall submit a "Quarterly Report of Amounts Credited as DBE ' Participation" (actual payments) on a quarterly basis for any calendar quarter in which DBE work is accomplished or upon completion of the project, as appropriate. The quarterly reports are due on January 20 April 20 July 20 and October 20 of each ' year. The dollars reported will be in accordance with the "Counting DBE Participation" section of this specification. In the event that the payments to a DBE have been made by an entity other than the Prime Contractor (as in the case of a lower -tier subcontractor or supplier), then the Prime Contractor shall obtain the quarterly report, including the signed affidavit, from the paying entity and submit the report to the Contracting Agency. Damages for Noncompliance ' When a Contractor violates the DBE provisions of the contract, the Contracting Agency may incur damages. These damages consist of additional administrative costs including, but not limited to, the inspection, supervision, engineering, compliance, and legal staff time and expenses necessary for investigating, reporting, and correcting violations as well as loss of ' federal funding. Damages attributable to a Contractor's violations of the DBE provisions may be deducted from progress payments due to the Contractor or from retainage withheld by the Contracting Agency as allowed by RCW 60.28.021. Before any money is withheld, the Contractor will be provided with a notice of the basis of the violations and an opportunity to respond. The Contracting Agency's decision to recover damages for a DBE violation does not limit its ability to suspend or revoke the Contractor's pre - qualification status or seek other remedies as allowed by federal or state law. In appropriate circumstances, the Contracting Agency may also refer the Contractor to state or federal authorities for additional sanctions. Required Disadvantaged Business Enterprise Provisions ' The Contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of contracts, which contain funding assistance from the United States Department of Transportation. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the Contracting Agency deems appropriate. ' If the Contractor does not comply with any part of its contract as required under 49 CFR part 26, and /or any other applicable law or regulation regarding DBE, the Contracting Agency may withhold payment, suspend, or terminate the contract, and subject the Contractor to civil ' penalties of up to ten percent of the amount of the contract for each violation. In the case of WSDOT contracts, repeated violations, exceeding a single violation, may disqualify the Contractor from further participation in WSDOT contracts for a period of up to three years. An ' apparent low bidder must be in compliance with these contract provisions as a condition precedent to the granting of a notice of award by the Contracting Agency. The Contractor is entitled to request an adjudicative proceeding with respect to the Contracting Agency's ' determination of contract violation and assessed penalties by filing a written application within thirty days of receipt of notification. The adjudicative proceeding, if requested, will be ' 103 / 254 1 conducted by an administrative law judge pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of the Washington Administrative Code. I Payment Compensation for all costs involved with complying with the conditions of this specification and any 111 associated DBE requirements is included in payment for the associated contract items of work. (August 4, 2008) Minority And Women's Business Enterprise (M/WBE) Participation r General Statement In accordance with the legislative findings and policies set forth in Chapter 39.19 RCW the I State of Washington encourages participation in all of its contracts by M/WBE firms certified by the office of Minority and Women's Business Enterprises (OMWBE). Participation may be either on a direct basis in response to a solicitation /invitation or as a subcontractor to a Bidder /Proposer. No preference will be included in the evaluation of bids /proposals, no I minimum level of M/WBE 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. Voluntary M/WBE Goals I Voluntary numerical M/WBE participation goals shall be established for all solicitation /invitations where applicable. These goals are voluntary, but achievement of the I goals is encouraged. No preference will be included in the evaluation of bids /proposals, no minimum level of M/WBE participation shall be required as a condition of award or completion of the contract work, and bids /proposals will not be rejected or considered non - responsive on I that basis. Bidders may contact OMWBE at 360- 753 -9693 to obtain information on certified firms. Required M/WBE Participation Plan 1 Prime Contractors shall submit an M/WBE Participation Plan as part of responsibility, before work begins. Although the goals contained within each Contract are voluntary, that is, award I of the contract is not conditioned upon attainment of the voluntary M/WBE goals, the outreach efforts to provide M/WBEs maximum practicable opportunities are not. For M/WBE Participation Plan Drafting Guidelines, please visit: www.wsdot.wa.gov /equalopportunity. Non - discrimination I Contractors, Bidders, and Proposers shall not create barriers to open and fair opportunities for all businesses including M/WBEs to participate in all State contracts and to obtain or compete I for contracts and subcontracts as sources of supplies, equipment, construction and services. In considering offers from and doing business with subcontractors and suppliers, the Contractor shall not discriminate on the basis of race, color, creed, religion, national origin, I sex, age, nationality, marital status, or the presence of any mental or physical disability in an otherwise qualified disabled person. The Contractor shall make the M/WBE Participation General Statement cited previously in this Il Special Provision a part of all subcontracts and agreements entered into as a result of this contract. Definitions When referred to in this contract, the terms Minority, Minority Business Enterprise (MBE), and 1 Women's Business Enterprise (WBE) will be construed to have the following meanings: Minority means a person who is a citizen or lawful permanent resident of the United States and who is: 1 104 /254 1 (a) Black: having origins in any of the black racial groups of Africa; ' (b) Hispanic: of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race; ' (c) Asian American: having origins in any of the original peoples of the Far East, Southeast Asia, the Indian subcontinent, or the Pacific Islands; or ' (d) American Indian or Alaskan Native: having origins in any of the original peoples of North America. ' Minority Business Enterprise, Minority -owned Business Enterprise, or MBE means a business organized for profit, performing a commercially useful function, which is owned and controlled by one or more minority individuals or minority business enterprises. ' Owned and controlled means a business in which one or more minorities or MBE's own at least fifty -one percent (51%), or in the case of a corporation at least fifty -one percent (51 %) of the voting stock, and control at least fifty -one percent (51 %) of the management and daily business operations of the business. M/WBE means a minority owned business enterprise, a women -owned business enterprise, and /or a combination minority and women's business enterprise certified by the Office of Minority and Women's Business Enterprises (OMWBE) of the State of Washington. ' Women's Business Enterprise, Women -owned Business Enterprise, or WBE means a business organized for profit, performing a commercially useful function, which is owned and controlled by one or more women or women's business enterprises. Owned and ' controlled means a business in which one or more women or WBE's own at least fifty -one percent (51 %) or in the case of a corporation at least fifty -one percent (51 %) of the voting stock, and control at least fifty -one percent (51 %) of the management and daily business ' operations of the business. The women owners must be United States citizens or lawful permanent residents. ' Minority/Women's Business Enterprise means a minority owned business enterprise, a women -owned business enterprise; and /or a combination minority and women's business enterprise certified by the OMWBE of the State of Washington. 1 MBE/WBE Status A consolidated list of firms accepted as certified by OMWBE is available via the WSDOT Home Page, (WWW.WSDOT.WA.GOV) and a hard copy is available at nominal cost from the ' OMWBE. MBE/WBE Goals ' The Contracting Agency has established a voluntary goal in the amount of: 1 Further Information If further information is desired concerning Minority Business Enterprise/Women's Business ' Enterprise participation, inquiry may be directed to: External Civil Rights Branch ' Office of Equal Opportunity Washington State Department of Transportation Transportation Bldg., PO Box 47314 105 / 254 Olympia, WA 98504 -7314 1 or telephone - (360) 705 -7085 Fax (360) 705 -6801 (March 13, 1995) 1 - 07.12 Federal Agency Inspection Section 1 - 07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1 -07.15 Temporary Water Pollution /Erosion Control 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan Section 1- 07.15(1) is supplemented with the following: (August 3, 2009) 1 The Contractor shall address the following items in the SPCC Plan in addition to the requirements of Section 1- 07.15(1): Mixing, Transfers, & Storage 1. All oil, fuel or chemical storage tanks or containers shall be diked and located on impervious surfaces so as to prevent spill from escaping. 1 2. All liquid products shall be stored and mixed on impervious surfaces in a secure water tight environment and provide containment to handle the maximum volume of liquid products on site at any given time. 3. Proper security shall be maintained to prevent vandalism. 1 4. Drip pans or other protective devices shall be required for all transfer operations. Spills , Paint and solvent spills shall be treated as oil spills and shall be prevented from reaching storm drains or other discharges. No cleaning solvents or chemicals used for tool or equipment cleaning may be discharged to the ground or water. t 106 / 254 1 Maintenance of Equipment Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc, shall be checked ' regularly for drips or leaks and shall be maintained and stored properly to prevent spills into State waters. ' Disposal Spilled waste, chemicals or petroleum products shall be transported off site for disposal at a facility approved by the Department of Ecology. The materials shall not be discharged 1 to any sanitary sewer without approval of the local sewer authority. Reporting and Cleanup ' The Contractor's designated person for managing and implementing the SPCC Plan shall report hazardous material spills as follows: ' Spills into State water (including ponds, ditches, seasonally dry streams, and wetlands) — Immediately call all of the following: ' National Response Center 1- 800 - 424 -8802 WA State Div. of Emergency Management (24 hr) 1- 800 - 258 -5990 Ecology Central Regional Office 509 - 575 -2490 ' Spill to Soil (Including encounters of pre- existing contamination): Ecology Central Regional Office 509 - 575 -2490 ' Report immediately if threatening to health or environment (i.e., explosive, flammable, toxic vapors, shallow groundwater, nearby creek), otherwise within 90 days Underground Storage Tank (confirmed release of material) Ecology Central Regional Office 509 - 575 -2490 Report within 24 hours 1 - 07.17 Utilities and Similar Facilities 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. Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the ' prosecution of the work for this project. It is anticipated that utility adjustment, relocation, replacement or construction within the project limits will be completed as follows: ' Qwest and Pacific Power have extensive relocation work to perform on site. That work is scheduled to be completed prior to the award of this contract but the contractor should be aware that the amount of and close proximity of the required relocation will require ' coordination and communication to ensure the best final product. The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all affected subcontractors, and all utility owners and their contractors prior to beginning onsite work. 107/254 The following 1 addresses and telephone numbers of utility companies or their Contractors that will be adjusting, relocating, replacing or constructing utilities within the project limits are supplied for the Contractor's use: 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: 1 Qwest 8 S 2nd Avenue, Room 304 509 - 575 -7183 Yakima, Washington 98902 Charter Cable 1005 North 16th Avenue 509 - 575 -1697 Yakima, Washington 98902 City of Yakima Water 2301 Fruitvale Blvd. 509 - 575 -6154 1 Yakima, Washington 98902 City of Yakima Wastewater 2220 East Viola 509 - 575 -6077 Yakima, Washington 98901 Cascade Natural Gas 701 South 1st Avenue 509 - 457 -5905 Yakima, WA 98902 Pacific Power PO Box 1729 509 - 575 -3146 Yakima, Washington 98907 Ed Neel Yakima Valley Trolleys P.O. Box 796 509 - 966 -5234 Yakima, Washington 98907 -0796 The Contractor shall notify the Upper Yakima Valley Utilities Coordinating Council -Area 5, telephone number 1- 800 - 553 -4344, at least 72 hours prior to start of excavation so that underground utilities may be marked. It shall be the contractor's responsibility to investigate the presence and location of all utilities 1 prior to bid opening and assess their impacts on his construction activities. 1 - 07.18 Public Liability and Property Damage Insurance ' Delete this section in its entirety, and replace it with the following: 1 - 07.18 Insurance (May 10, 2006 APWA GSP) 1 07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and /or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting 108 / 254 1 Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ' ( "tail ") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non - contributory ' insurance as respects the Contracting Agency's insurance, self- insurance, or insurance pool coverage. F. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 30 days prior written notice to the Contracting Agency of any cancellation in any insurance policy. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1 1- 07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall ' name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • and appointed officials. ' The above - listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of ' whether the Certificate of Insurance provided by the Contractor pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. ' 1- 07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)B. Upon request of the 1 Contracting Agency, the Contractor shall provide evidence of such insurance. 1- 07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following 1 requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. ' 109/254 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07.18(2) as 1 Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. Replace this section with the following: 1 3. Any other amendatory endorsements to show the coverage required herein. Specifically the wording in the CANCELLATION section "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives" shall be crossed out and initialed by the agent/broker and shall provide for a cancellation notice of at least 30 days, to the City of Yakima. 1 4 Add the following text in the section entitled DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ALLOWED BY ENDORSEMENT / SPECIAL PROVISIONS. 1 City of Yakima, their agents, employees, and elected or appointed officials as additional insured for Project No. 2166 1 07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self- insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the 1 responsibility of the Contractor. 1 07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: 1 Per project aggregate Premises /Operations Liability 1 Products /Completed Operations — for a period of one year following final acceptance of the work. Personal /Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate 1 $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident 1 $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1- 07.18(5)B Automobile Liability 110/254 ' Automobile Liability for owned, non - owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit 1- 07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial ' Insurance laws of the state of Washington. Section 1 -07.18 is also supplemented with the following: ' (August 7, 2006) Relations With Railroad ' Railroad Company, as used in the following specifications, shall be the railroad company or companies, or railway company or companies specified in these Special Provisions. The following provisions, though referring to a single Railroad Company, shall be applicable to each of the ' following railroad companies or railway companies: Burli ngton Northern Santa Fellailway, ' Protection of Railroad Property The Contractor shall exercise care in all operations and shall, at the Contractor's expense, protect the property of the Railroad Company and the Company's appurtenances, property in ' its custody, or persons lawfully upon its right of way, from damage, destruction, interference or injury caused by the Contractor's operations. The Contractor shall prosecute the work to not interfere with the Railroad Company or its appurtenances, or any of the Railroad Company's ' trains or facilities, and shall complete the work to a condition that shall not interfere with or menace the integrity or safe and successful operations of the Railroad Company or its appurtenances, or any of the Railroad Company's trains or facilities. ' The Contractor shall not transport equipment, machinery, or materials across the Railroad Company's tracks, except at a public crossing, without the written consent of the Railroad ' Company. The Contractor shall keep the right of way and ditches of the Railroad Company open and ' clean from any deposits or debris resulting from its operations. The Contractor shall be responsible for the cost to clean and restore ballast of the Railroad Company which is disturbed or becomes fouled with dirt or materials when such deposits or damage result from ' the Contractor's operations, except as provided elsewhere. The Contractor's work shall be conducted in such a manner that there will be a minimum of interference with the operation of railroad traffic. The Railroad Company will specify what ' periods will be allowed the Contractor for executing any part of the work in which the Railroad Company's tracks will be obstructed or made unsafe for operation of railroad traffic. In the event that an emergency occurs in connection with the work specified, the Railroad Company reserves the right to do any and all work that may be necessary to maintain railroad traffic. If the emergency is caused by the Contractor, the Contractor shall pay the Railroad ' Company for the cost of such emergency work. Protective services to protect the Railroad Company's facilities, property, and movement of its ' trains or engines, including railroad flagging and other devices, may be required by the Railroad Company as a result of the Contractor's operations. ' 111 /254 1 The nature and extent of protective services, personnel and other measures required will in all cases be determined by the Railroad Company. Nothing in these specifications will limit the Railroad Company's right to determine and assign the number of personnel, the classes of personnel for protective services, nor other protective measures it deems necessary. When, in the opinion of the Railroad Company, the services of flaggers or security personnel are necessary for the protection of the Railroad Company's facilities by reason of the Contractor's operations, the Railroad Company will furnish such flaggers or security personnel 1 as may be required. The Contractor shall notify the Railroad Company a minimum of 10 WORKING DAY$ in advance of whenever the Contractor is about to perform work adjacent to the tracks to enable the Railroad Company to provide flagging or other protective service. 1 The Railroad Company's contact is: i4'ndy "Vulgas (509).350320 and yvulgas; @,bnsf:com No act of the Railroad Company in supervising or approving any work shall reduce or in any way affect the liability of the Contractor for damages, expense, or cost which may result to the Railroad Company from the construction of this Contract. Unless otherwise provided, all personnel assigned by the Railroad Company, other than those engaged in performing work by the Railroad Company as listed under Construction Work by Railroad Company, will be considered protective personnel. In general, the Railroad Company will furnish protective services: a. For any excavation below the elevation of the track subgrade, if in the opinion of the Railroad Company's representative, the track or other railroad facilities may be subject to settlement or movement. For all work over or adjacent to the track if, in the opinion of the Railroad Company's representative, said work represents a hazard to the Railroad Company. b. During any clearing, grubbing, grading, or blasting in proximity to the facilities, which in the opinion of the Railroad Company's representative, may endanger or interfere with railroad facilities or operations. c. When any of the Contractor's operations take place within or near railroad right of way and, in the opinion of the Railroad Company's representative, could endanger railroad facilities or create a hazard to railroad operations. Communications Linemen or Signalmen may be used to protect communications and signal facilities, if deemed necessary by the Railroad Company. There will be no cost to the Contractor for the railroad protective services unless such services result from the Contractor's failure to comply with the terms and conditions of its contract with the Contracting Agency or with its Contractor's Right of Entry Agreements with the Railroad Companies. 1 Construction Work by Railroad Company The work by the Railroad Company as described below will be performed by the Railroad Company with its own forces at no cost to the Contractor: 112 /254 ' ' N4NE ' All work which is performed by the Railroad Company at the Contractor's request and which is for the Contractor's benefit or convenience shall be at the Contractor's expense and the Contractor shall reimburse the Railroad Company for all costs for such work. The Contractor shall cooperate with the Railroad Company and so conduct operations that the necessary reconstruction of its facilities and the removal of existing facilities can be accomplished without interruption of service. Railroad Protective Liability Insurance ' The Contractor shall protect the Railroad Company and any other railroad company occupying or using the Railroad Company's rights of way or lines of railroad against all loss and damages arising from activities of the Contractor or the Contractor's forces or any of the ' Contractor's subcontractors or agents. The Contractor shall furnish for each Railroad Company the original and three certified copies ' of a Railroad Protective Liability Insurance Policy, naming the Railroad Company as the insured and providing for protection to the Railroad Company in the manner and form described in the Railroad Protective Liability Form as set forth below. ' Said insurance shall be executed by a corporation qualified to write insurance in the State of Washington in form and substance satisfactory to the Railroad Company and shall be delivered to the Engineer. The Engineer will submit the insurance to the Railroad Company ' for its approval. The Contractor shall not enter upon or use the Railroad Company's property until notified by the Engineer of the Railroad Company's approval. The various blank sections of the Railroad Protective Liability Form shall contain the following information: ' Named Insured: Burlm SantaFe °Railway 2650Lou Menke Drive � a,. For_;t Worth,,TX :76131; =2830 t Limits of Liability: ' The combined single limit of the insurance company's liability under this policy to the insured shall be not less than $2;000;000 for all damages arising out of bodily injuries to or death of any person or persons and for all damages arising out of loss or destruction of or injury or damage to property in any one occurrence and 06N01660: ' aggregate during the policy period. Said insurance policy executed by a corporation qualified to write the same in the State of Washington, shall be in form and substance satisfactory to the Railroad Company and shall be delivered to and approved by the ' Railroad Company prior to the entry upon or use of its property by the Contractor. All insurance specified above shall be carried until the physical completion date of the contract ' as described in Section 1 -08.5 except as stated herein. When all the work involving construction activities within or immediately adjacent to the ' railroad right of way is completed, the Contractor may make a written request to the Engineer to be relieved of the responsibility to continue all or part of the insurance specified above. If the Engineer deems the portion of the work in that area is complete, the Engineer may ' approve the Contractor's request. However, if for any reason the Contractor resumes or starts any new work in that area (including being ordered to do so by the Engineer), the insurance ' 113 / 254 1 shall be reinstated by the Contractor before the work is started. If the insurance must be reinstated because of the Contractor's operations or failure of the Contractor to perform all the contract requirements, the costs shall be the responsibility of the Contractor. If the insurance must be reinstated because of changes to the contract, the costs will be considered in accordance with Section 1 -04.4. Other Insurance Requirements NONE Commercial General Liability Insurance A certificate of insurance providing proof of said Insurance, executed by a corporation qualified to write the same in the State of Washington, in form and substance satisfactory to the Railroad Company, shall be delivered to and approved by the Railroad Company prior to the entry upon or use of the Railroad Company's property by the Contractor. (August 7, 2006) Contractor's Right of Entry and Insurance Requirements - BNSF No work shall commence within BNSF Railway Company (BNSF) right of way until the Contractor has executed, delivered, and received in return the fully executed Contractor's Right -of -Entry Agreement from BNSF, and has obtained all of the insurance required by the Railroad. All work within BNSF's right of way shall be in accordance with BNSF's Contractor Requirements and the Contractor's Right of Entry Agreement (See Appendices). The Contractor, its subcontractors or agents, shall at its own expense, obtain and maintain in force all insurance required by BNSF until the completion date of the contract as described in Section 1- 08.5 except as stated herein. When all the work involving construction activities within or immediately adjacent to the Railroad right of way is completed, the Contractor may make a written request to the Engineer to be relieved of the responsibility to continue the insurance required by BNSF. If the Engineer deems the portion of the work in that area is complete, the Engineer may approve the Contractor's 1 request. However, if for any reason the Contractor resumes or starts any new work in that area (including being ordered to do so by the Engineer), the insurance shall be reinstated by the Contractor before the work is started. If the insurance must be reinstated because of the Contractor's activities or failure of the Contractor to perform all the contract requirements, the costs shall be the responsibility of the Contractor. If the insurance must be reinstated because of changes to the contract, the costs will be considered in accordance with Section 1 -04.4. 1 (January 5, 2004) Reduced Insurance Requirement Section 1 -07.18 is revised as follows: Item number 1 in the first paragraph is deleted. 1 Item number 2 is revised to read: 2. Commercial General Liability Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $1,000,000 per occurrence and in the aggregate for each policy year. Products and completed operations coverage shall be provided for a period of one year following final acceptance of the work. The Contracting Agency shall be named as an additional insured on the policy. 1 -07.23 Public Convenience And Safety 114/254 1 I 1-07.23(1) Construction Under Traffic (October 1, 2005 APWA GSP) I Revise the second paragraph to read: I To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe I condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The I Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the I Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. I 2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 1 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the I roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. I 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. 1 1 07.23(2) Construction and Maintenance of Detours (October 1, 2005 APWA GSP) I Revise the first paragraph to read: U Unless otherwise approved, the Contractor shall maintain two -way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: I 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, or path during construction, 2. Detour crossings of intersecting highway, and 1 3. Temporary approaches. 1 - 08 PROSECUTION AND PROGRESS I Add the following new section: I 1 - 08.0 Preliminary Matters (May 25, 2006 APWA GSP) I 1 08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) 111 115/254 1 Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 1 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. 1 The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1- 08.0(2) Hours of Work 1 (May 25, 2006 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8 -hour period between 7:00 a.m. and 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the work; requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency employees who worked during such times, on non Federal aid projects; considering the work performed on Saturdays, Sundays, and holidays as working days with regards to the contract time; and considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24 -hour period. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. 1 116 /254 ' 1 -08.1 Subcontracting Section 1 -08.1 is supplemented with the following: ' (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A subcontractor or lower tier subcontractor will not be permitted to perform any work under the ' contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421 -012), and ' 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420 -004). ' The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. ' 1 -08.3 Progress Schedule The first and second paragraphs are replaced with the following: ' 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. U 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. This section is supplemented with 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.. 117 / 254 1 Revise this section to read: 1 - 08.4 Notice to Proceed and Prosecution of the Work (October 1, 2005 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. 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 45 working days. (June 28, 2007 APWA GSP, Option A) 1 Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically 1 complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents 118 / 254 1 c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. I d. Final Contract Voucher Certification e. Property owner releases per Section 1 -07.24 I 1 -08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) I Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the I construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1 -07.23 or the Special Provisions). This may include a temporary road or detour. 1 1 -09 MEASUREMENT AND PAYMENT I 1 -09.6 Force Account (October 10, 2008 APWA GSP) I Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all I items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of I work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. I 1 -09.9 Payments (October 10, 2008 APWA GSP) I Revise the first paragraph to read: The basis of payment will be the actual quantities of Work performed according to the Contract and I as specified for payment. For items Bid as lump sum, with a bid price of more than or equal to $20,000, the Contractor shall submit a breakdown of their lump sum price in sufficient detail for the Project Engineer to determine the value of the Work performed on a monthly basis. Lump sum 1 breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction conference. Delete the third paragraph and replace it with the following: I Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the 1 preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences I the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to I change at any time prior to the calculation of the Final Payment. 1 119/254 1 The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Engineer's determination of the amount of Work performed, with consideration given to, but not exclusively based on, the Contractor's lump sum breakdown for that item. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. 1 Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. 1 Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1 -05.1. Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of work performed by a subcontractor are subject to the provisions of RCW 39.04.250. 1 09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1 -09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1- 09.13(3)A Administration of Arbitration 1 (October 1, 2005 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior 1 Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.1(2) Description 1 (May 25, 2006 APWA GSP) Revise the third paragraph to read: 120 / 254 1 The Contractor shall provide signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all ' construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or ' adjacent to any traveled way until all necessary signs and traffic control devices are in place.1 -10.2 Traffic Control Management ' 1 10.2(1) General (December 1, 2008) ' Section 1- 10.2(1) is supplemented with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of ' Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers - Employers Training Trust ' 27055 Ohio Ave. Kingston, WA 98346 (360) 297 -3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 ' 1- 800 - 521 -0778 or (206) 382 -4090 ' The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406 -1022 Training Dept. Toll Free (877) 642 -4637 Phone: (540) 368 -1701 1 -10.4 Measurement 1- 10.4(1) Lump Sum Bid for Project (No Unit Items) ' Section 1- 10.4(1) is supplemented with the following: (August 2, 2004) The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1- 10.4(1) shall apply. 1- 10.5(1) Lump Sum Bid for Project (No Unit Items) (January 23, 2006 APWA GSP) Revise the pay item name to read: ' "Project Temporary Traffic Control," lump sum. 1 1 121 /254 1 DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP Description Section 2 -01.1 is supplemented with the following: (March 13, 1995) 1 Clearing and grubbing on this project shall be performed within the following limits: Thegarefrom station26± :4 P ` " p ' I° k'` t'' r : y.. :. a..:... 5.. thw Y)to_ t . o; ' 60 (tea a station46 +3.3 87?(Pa.hway) 6 .�, : :. ; s x �' �^i I : e ✓ ✓� to Avenue for�:construct�on of�the newupathway. 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 -03 ROADWAY EXCAVATION AND EMBANKMENT 2 -03.3 Construction Requirements 2- 03.3(7) Disposal of Surplus Materials 2- 03.3(7)A General Add the following: Excavated material shall be hauled to a waste site. A waste site has not been provided by the Contracting Agency for disposal of unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated material back of new curb, as directed by the Engineer. Suitable materials from the excavations shall be used in the embankments. Unsuitable material or soft spots shall be removed from the roadway and replaced with suitable material and compacted as for embankments. Topsoil shall be saved to use for backfill adjacent to the new improvements. If additional topsoil is required, it shall be provided in accordance with SECTION 8 -01 of these Special Provisions. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 1 2 -03.4 Measurement This section is supplemented with the following: (March 13, 1995) 122 /254 1 1 If discrepancies are discovered in the ground elevations which will materially affect the quantities 1 of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing I equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. I Copies of the ground cross - section notes will be available for the bidder's inspection, before the opening of bids, at the Project Engineer's office and at the Region office. U Upon award of the contract, copies of the original ground cross - sections will be furnished to the successful bidder on request to the Project Engineer. 1 Unsuitable excavation incl. haul will be measured by the cubic yard for all material deemed unsuitable that is removed and hauled off the project. 2 -07 WATERING I 2 -07.1 Description Add the following: I The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage I due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Consultant from any and all such claims. I When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and I holidays to respond to orders for dust control measures. 2 - 07.3 Construction Requirements I Supplement this section with the following: The Contractor shall secure permission from and comply with all requirements of the water utility I before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. I 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 i avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions. I 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. I 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 I withheld, if necessary, from the final payment to the Contractor. III 123 /254 1 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 us. 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. 1 2 -07.3 Measurement This section is revised to read: Water will be measured with the metered hydrant connection. 2 -07.4 Payment This section is revised to read as follows: 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 expense. 1 1 1 1 1 1 1 1 1 1 1 1 124/254 ' DIVISION 5 ' SURFACE TREATMENTS AND PAVEMENTS 5 -04 HOT MIX ASPHALT 5 -04.3 Construction Requirements 5- 04.3(5)E Pavement Repair This section is supplemented with the following: ' In areas not scheduled for a complete overlay where work is to be done below existing asphalt concrete pavement, the asphalt shall be repaired as follows: ' Six inches of crushed surfacing base course shall be placed and compacted to within three inches of the finished grade. Then, the edges of the existing pavement shall be painted with a hot asphalt tack coat, and hot mix asphalt shall 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 emultion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. ' 5 04.3(7)A Mix Design (April 27, 2009 APWA GSP) Section is deleted and replaced with: 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350 -042 U demonstrating the design meets the requirements of Sections 9- 03.8(2) and 9- 03.8(6). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of DOT form 350 -042 and the percent of asphalt binder is required. In no case shall the paving begin before the determination of anti -strip 1 requirements has been made. Anti -strip requirements will be determined by: a. Testing by WSDOT in accordance with TM 718. ' b. Testing by Contractor in accordance with WSDOT TM 718. c. Historical aggregate source ant -strip use provided by WDOT. ' The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9- 03.8(7). 2. Mix Design Verification. Verification shall be accomplished by one of the following processes: 1 a. Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications. b. The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process. 1 125/254 1 c. Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. d. Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving. Mix design verification is valid for one year from the date of verification. At the discretion of the 1 Engineer, agencies may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 3. Field Verification Testing Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. a. The Contracting agency will test one Production Sample in accordance with section 5- 04.3(8)A for field verification per the requirements of Section 9- 03.8(7). b. If the test results from the first Production Sample are within the tolerances of section 9- 03.8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one. c. If the test results from the first Production Sample are outside the tolerances of section 9- 03.8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5- 04.5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1.00. 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP 728. 5 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Items 1 & 2 are deleted and replaced with: 1 1. General. Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 5 04.3(8)A, Acceptance Sampling and Testing — HMA Mixture Item 4, is replaced with the following: 4. Definition of Sampling Lot and Sublot. For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each job mix formula (JMF) placed. Only one lot per mix design will be expected to occur. The initial JMF is defined in Section 5- 04.3(7)A Mix Design. The Contractor may request a change in the JMF in accordance with Section 9- 03.8(7). If the request is approved, all of the material produced up to the time of 126 /254 1 the change will be evaluated on the basis of tests on samples taken from that material and a new lot will begin. ' For proposal quantities less then 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process. The ' verification sample referenced in item 3b may be used as an acceptance sample, additional testing will be at the discretion of the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. At least one acceptance sample is required when using this method of acceptance. For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5- 04.3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed. The verification sample referenced in item 3b may be used as an acceptance sample for the first 2500 tons of mix placed. Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. ' 8 5 - 04.3 A Acceptance Sampling and Testing � p P 9 9 — HMA Mixture ' Item 7 is deleted. 5 04.5(1)A Price Adjustments for Quality of HMA Mixture The first paragraph is deleted and replaced with: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1- ' 06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1 1 /2 ", 1 ", 3 /4 ", 'A ", 3/8" and No. 4 sieves 2 All aggregate passing No. 8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 1 Paragraph two, items 1 -3 are deleted and replaced with: A pay factor will be calculated for sieves listed in Section 9- 03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall ' be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation ' and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9- 03.8(7), the lot shall be ' evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots 1 127 / 254 1 exist backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be 1 considered 1.00 in calculating the composite pay factor. 5- 04.5(1)B Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: 1 The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the 1 quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 1 1 1 1 1 1 1 1 1 1 128 / 254 DIVISION 7 ' DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7 -05 MANHOLES, INLETS, AND CATCH BASINS, AND DRYWELLS 7 -05.3 Construction Requirements Supplement this section by adding the following: Sanitary Sewer Cleanouts shall be constructed in accordance with the City of Yakima Standard 1 Detail S5. The lid and ring castings shall be adjusted in accordance with these special provisions in the same manner as for manhole rings and covers. All other construction requirements for pipe installation shall apply to the installation of the Sanitary Sewer Cleanouts. 7 05.3(1) Adjusting Manholes and Catch Basins to Grade Revise this section to read: Manholes, valve boxes and water meter castings shall be adjusted in accordance with Section 5- 04.3(13) Surface Smoothness. ' 7 - 05.4 Measurement Add the following: 1 Adjustment of manholes will be measured per each. Adjustment of valve boxes will be measured per each. Adjustment of water meter castings will be measured per each. 7 - 05.5 Payment Add the following bid item to the first paragraph: 1 "Adjust Manhole ", per each. "Adjust Valve Box ", per each. ' "Adjust Water Meter Casting ", per each. The unit Contract price per each for "Adjust Manhole ", "Adjust Valve Box ", and "Adjust Water Meter Casting" shall be full pay for all costs necessary to make adjustment, including furnishing new cleanouts, valve boxes and /or castings, if determined by the Engineer and including restoration of adjacent areas in a manner acceptable to the Engineer. 1 1 1 129/254 1 7 - 08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -08.2 Materials 1 Add the following: Crushed Surfacing Top Course (for Trench Backfill) 9- 03.9(3) 1 Controlled Density Fill 2- 09.3(1)E. 7- 08.3(1)A Trenches Supplement paragraph 7 with the following: To further assist in locating water valves, fire hydrants and water meters in an emergency, and to protect the existing water mains during construction, the Contractor shall provide highly visible offset markings for all existing water valves, fire hydrants and water meters before beginning construction. Fire Hydrants shall not be blocked at any time. The Contractor shall avoid locating trench excavated material, or construction materials, such as pipe and gravel etc, and equipment over any of the water valves and water meters during construction. 1 1 1 1 1 1 1 1 1 1 1 1 130 / 254 ' DIVISION 8 MISCELLANEOUS CONSTRUCTION 1 8 -02 ROADSIDE RESTORATION r 8 -02.1 Description (December 6, 2004) Section 8 -02.1 is supplemented with the following: This work shall consist of removing and disposing of buried man -made or manufactured debris that may be encountered during soil amendment incorporation or during excavation for irrigation systems included in the contract. Such debris shall be removed to a maximum depth of two feet. The excavated debris shall be removed from the project site to an approved disposal facility. 8 -03 IRRIGATION SYSTEMS 8 -03.3 Construction Requirements This section shall be supplemented with the following: The Plans include roadside plantings which require multiple automated drip irrigation zones. The Contractor shall provide a design of the irrigation system including controllers, connection points, electrical connections and conduits, and needed water service connections, for approval, to the Engineer at the Pre Construction conference. This drawing shall note the sizes and products to be used. This plan drawing along with material cut sheets shall be submitted to the Engineer for his review and approval before any materials are ordered. t The system shall be of a drip type providing a minimum of 4.0 gallons /week for each plant. All controllers, valves and electrical shall be of a bury type and shall be housed in appropriate irrigation boxes /vaults. The Contractor will coordinate the installation location and schedule with the City of Yakima Water Division for the installation of new 3 /4" individual water meters for service. And will coordinate with Pacific Power and the City of Yakima for necessary electrical service for irrigation controllers. 8 03.3(12) Cross Connection Control Device Installation This section is supplemented with the following: City of Yakima Irrigation Installation Specifications Below surface installation requirements for irrigation sprinkler systems shall utilize a double check valve assembly for backflow prevention: t 3 /4" and 1" Size Devices Minimum vault size shall be one (1) 24" x 24" x 24" Quazite meter box. Vault lid shall have bolt down security feature. The assembly requires 12 inches of clearance from the wall of the vault to the test cocks. If the test cocks are located on top of the assembly, the 12 -inch clearance remains in effect to allow for repair of the device. Additionally, the assembly requires 12 inches of ' clearance under the device. The assembly shall be installed with two (2) schedule 80 PVC unions to allow for removal of the device in the winter. An approved stop and drain valve (Hays Nuseal or Mueller Mark H Oriseal) shall be installed between the assembly and the meter at a depth of five (5) feet (if installed within twenty (20) feet of the meter); and must also be installed within five (5) feet of the approved backflow assembly to effectively drain for winter. 131 /254 8 -11 GUARDRAIL r 8 -11.1 Description , Section 8 -11.1 is replaced with the following: * * * * * *) 1 Cable Barrier This work shall consist of constructing low- tension cable barrier with wooden posts of the kind and type specified in accordance with the Plans, these specifications and the Standard Plans in conformity with the lines and grades as staked. 8 - 11.3 Materials 1 Section 8 -11.2 is replaced with the following: (******) 1 Cable Barrier Materials shall meet the following requirements: Cable The cable shall be 3 /4 inch wire rope manufactured in accordance with AASHTO M -30, Type I, Class A coating. The cable will be accepted by the Engineer based on a Manufacturer's Certificate of Compliance. Posts Posts shall meet the requirements of Section 9- 16.3(2) for wooden guardrail posts. The posts may be accepted by the Engineer based on a Manufacturer's Certificate of Compliance. Hardware 1 All fittings shall be designed to develop the tensile strength of the 3/4 inch wire rope (25,000 Ibs). Wedge type cable socket fittings shall be of the open end type and shall permit visual inspection of the cable end and wedge after installation. Hook bolts shall develop a minimum pull open strength of 500 pounds applied in the direction normal to the longitudinal axis of the post. Hook bolts shall conform to the requirements of ASTM A307. Malleable iron fittings shall conform to Section 9 -06.10 and be grade 350 -18. Hardware and hook bolts may be accepted by the Engineer based on Manufacturer's Certificates of Compliance. Turnbuckles t Furnish turnbuckles that meet the requirements of ANSI B1.1, 1" X 8 pitch of the size and shape specified by the manufacturer. The turnbuckles may be either the closed or open body type. Ensure that the screws allow for a minimum of six inches of penetration from each end. Ensure that the turnbuckles develop a minimum breaking strength of 36,800 pounds. Furnish turnbuckles that have been galvanized after threading, meeting the requirements of ASTM A -153. 1 End Terminal Fittings Furnish anchor fittings at the termination of each cable barrier run. The fittings shall be of the same size and type used in connection to the turnbuckles. Ensure that the fittings develop a minimum breaking strength of the entire wire rope of 36,800 pounds. 1 132 / 254 r 8 -11.3 Construction Requirements Section 8 -11.3 is replaced with the following: ,. (* * * * * *) Cable Barrier Tensioning The Contractor shall install and tension the cable barrier so that once installed the cable has a deflection of no more than 3" measured at the center of span from post to post. 1 At one of the terminal ends of each individual run of cable a mechanical turnbuckle shall be installed for future adjustment. The turnbuckle shall be installed with 80% of usable adjustment remaining after final placement and adjustment per these specifications. At all cable ends a cable socket with a wedge type connection shall be installed where one wire of the wire rope shall be crimped over the base of the wedge to hold it firmly in place. Cable Splicing Splicing of cable will not be allowed. 8 - 11.4 Measurement Section 8 -11.4 is replaced with the following: Measurement of cable barrier will be by the linear foot measured along the line of the completed barrier from terminal to terminal and shall include the cable, wooden posts, and all hardware. ' 8 - 11.5 Payment Section 8 -11.5 is replaced with the following: "Cable Barrier", per linear foot. The unit contract price per linear foot for "Cable Barrier" shall be full pay to complete the work as specified 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. 1 ' 133 / 254 8 -31 UTILITY POLE (NEW SECTION) 8 -31.1 Description This work shall consist of removing existing utility pole(s) and installing a new utility pole(s) in a new location as shown on the plans or as directed by the engineer. 8 -31.2 Materials New utility poles shall meet the requirements of Section 9- 29.6(3). 8 -31.3 Construction Requirements ! The new utility pole shall be compacted to stand with an outward rake of 1 /2" per foot to allow for suspension cable tensioning and shall be backfilled, compacted and finished to match the surrounding existing surfacing. Prior to removing the existing utility pole, the suspension cable shall be removed from the pole. Once removed, the existing utility pole shall be taken to the owner of the utility and the resultant void shall be backfield, compacted and finished to match the surrounding surface. 8 -31.4 Measurement Removing utility pole will be measured per each. 1 Utility pole will be measured per each, for each utility pole furnished and set. 8 -31.5 Payment 1 Payment will be made in accordance with section 1 -04.1, for the following bid item that is included in the proposal: "Removing Utility Pole ", per each. The unit Contract price per each for "Removing Utility Pole" shall be full pay for all costs necessary to Remove Suspension cable, remove existing utility pole and fill resultant void and finish adjacent areas in a manner acceptable to the Engineer. 1 "Utility Pole ", per each. The unit Contract price per each for "Utility Pole" shall be full pay for all costs necessary to furnish, set and finish adjacent areas in a manner acceptable to the Engineer. 1 1 1 i 134 / 254 , 8 -32 TROLLEY SUSPENSION CABLE (NEW SECTION) 8 -32.1 Description This work shall consist of removing trolley suspension cable and installing new trolley suspension cable and connecting it to utility poles. 8 - 32.2 Materials The suspension cable, insulators and connectors shall meet or exceed the type, diameter and grade of the existing suspension cable and shall have a weather resistant treatment as approved by the Engineer. The suspension cable shall meet the requirements of the National Electric Safety Code (NESC). 8 - 32.3 Construction Requirements The existing trolley suspension cable that is removed shall become the property of the Contractor and removed from the project limits. The East end of the new trolley suspension cable shall be connected to the same existing utility poles from which the old cable was removed. The west end shall be attached to replaced poles as shown on the Plans. The suspension cable shall be installed so that it has two insulators on each side of the contact wire. The suspension cable shall be tensioned so that the future contact wire shall have a vertical clearance of 18 feet over the trolley tracks and 22 feet over any Burlington Northern Santa Fe Railway crossings. 8 - 32.4 Measurement Removing trolley suspension cable will be measured by the linear foot. Trolley suspension cable will be 1 measured by the linear foot. 8 - 32.5 Payment ' Payment will be made in accordance with Section 1 -04.1, for the following items that are included in the proposal: 1 "Removing Trolley Suspension Cable ", per linear foot. "Trolley Suspension Cable ", per linear foot. The unit contract price for "Trolley Suspension Cable" shall be full pay for all costs incurred by the Contract for furnishing and installing the suspension cable, including installing and furnishing the insulators. 1 1 ' 135 / 254 DIVISION 9 MATERIALS ' 9 -03 AGGREGATES 9 -03.8 Aggregates for Hot Mix Asphalt 9- 03.8(3)C Gradation -- Recycled Asphalt Pavement and Mineral Aggregate Revise the second paragraph as follows: Delete the reference to Section 9- 03.8(6)A 9- 03.8(6)A Basis of Acceptance Delete this section. ' 9- 03.8(7) HMA Tolerances and Adjustments (May 25, 2006 APWA GSP) Item 1 is deleted and replaced with: ( * * * *) 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5- 04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate, percent passing 1", 1/4", %2", and 3/8" sieves ±6% ±8% U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99 -100. The tolerance limits on sieves shall only apply to sieves with control points. 1 1 1 136 / 254 ' I STANDARD PLANS August 4, 2008 I The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 08 -049, effective August 4, 2008 is made a part of I this contract. The Standard Plans are revised as follows: ' All Standard Plans All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot Mix Asphalt ". All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA ". ' B -10.20 and B10.40 Substitute "step" in lieu of "handhold" on plan C -1 Sheet 1 In the TYPE 1 ALTERNATIVE, the title of the first section view is revised to INITIAL INSTALLATION C-la In the TYPE 11, WOOD POST ASSEMBLY, the 18" long Button Head Bolts are revised to 25" ' long. C-lb In the ANCHOR POST ASSEMBLY, the above ground 7 1/2" long bolt connecting the Wood Breakaway Post to the Foundation Tube is revised to 10" long. C-2q DELETED ' C -2s Delete reference to Cross - Section A. 1 C -3, C -3B, C -3C Note 1 is revised as follows: replace reference F -2b with F -10.42 C -3d DELETED C -5 In the A CONNECTION, "Type 3 transition pay limit" is revised to "transition pay limit ". C -8 END VIEW A, shows two dimensions at the connecting pin counterbore opening at the top of the view, 1 1 /2" R. and below another dimension of 1 1/2" R., the bottom dimension should be 7/8" R. C -8b (Sheet 1 of 2) Revise SECTION A note as follows: STEEL LIGHT STANDARD - SEE STD. PLAN J -28.60 1 (Sheet 2 of 2) Revise POLE BASE PLATE note as follows: replace J -1 d with J -28.60 ' 137/254 C -10 (sheet 2 of 2) COVER PLATE DETAIL, dimension of the 1" dia. holes, changes from 8" to 3" C -11 DELETED C -11 a DELETED C -11b 1 DELETED C -12 1 Note 1 is revised to read: Approved inertial barrier systems (sand barrel arrays) are listed in the Qualified Products List and I shall be installed in accordance with the manufacturer's recommendations. Products not listed on the Qualified Products List are considered when submitted with a Request of Approval of Materials I (RAM) form. C -14h Revise SECTION B note as follows: STEEL LIGHT STANDARD - SEE STD. PLAN J -28.60 C -14i Section C callout: "Sign Bridge End Post (See Std. Plan G -2) "revised to read: "Sign Bridge End 1 Post (See Std. Plan G- 70.10)" C -14k Elevation callout: "Cantilever Sign Structure (See Std. Plan G -2) "revised to read: "Sign Bridge End Post (See Std. Plan G- 70.10)" D-la through D -1 f Deleted. F -40.12 through F -40.18 1 The following note is added to these five plans: Note 7. To the maximum extent feasible, the ramp cross slope shall not exceed 2 %. 1 J-11c Delete all references to Type 7 Junction Box. 1 J -12, Sheet 1 of 2, Detail View A (STD. PLAN G -4a) is revised to read: (Std. Plan G- 22.10) 1 Sheet 2 of 2, Detail View D (STD. PLAN G -8a) is revised to read: (Std. Plan G- 25.10) K- 80.30 -00 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K -80.35 M -1.60 COLLECTOR DISTRIBUTOR ROAD OFF- CONNECTION, taper dimensions of 225' MIN. is changed to 300' MIN. 138 / 254 1 1 The following are the Standard Plan numbers applicable at the time this project was advertised. The I date shown with each plan number is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. I A- 10.10 -00 8/07/07 A- 10.20 -00 10/05/07 A- 30.15 -00 11/08/07 A- 40.50 -00 11/08/07 A- 30.30 -00 11/08/07 A- 60.10 -00 10/05/07 A- 10.30 -00 10/05/07 A- 30.35 -00 10/12/07 A- 60.20 -00 10/05/07 ' A- 20.10 -00 8/31/07 A- 30.10 -00 11/08/07 A- 40.10 -00 10/05/07 A- 60.30 -00 11/08/07 A- 40.20 -00 9/20/07 A- 60.40 -00 8/31/07 I B- 5.20 -00 6/01/06 B- 5.40 -00 6/01/06 B- 30.50 -00 6/01/06 B- 75.20 -01 6/10/08 B- 30.70 -01 8/31/07 B- 75.50 -01 6/10/08 B- 5.60 -00 6/01/06 B- 30.80 -00 6/08/06 B- 75.60 -00 6/08/06 I B- 10.20 -00 6/01/06 B- 10.40 -00 6/01/06 B- 30.90 -01 9/20/07 B- 80.20 -00 6/08/06 B- 35.20 -00 6/08/06 B- 80.40 -00 6/01/06 B- 10.60 -00 6/08/06 B- 35.40 -00 6/08/06 B- 82.20 -00 6/01/06 B- 15.20 -00 6/01 /06 B- 40.20 -00 6/01 /06 B- 85.10 -01 6/10/08 1 B- 15.40 -00 6/01/06 B- 40.40 -00 6/01/06 B- 85.20 -00 6/01/06 B- 15.60 -00 6/01/06 B- 45.20 -00 6/01 /06 B- 85.30 -00 6/01 /06 B- 20.20 -01 11/21/06 B- 45.40 -00 6/01/06 B- 85.40 -00 6/08/06 I B- 20.40 -02 6/10/08 B- 50.20 -00 6/01/06 B- 85.50 -01 6/10/08 B- 20.60 -02 6/10/08 B- 55.20 -00 6/01/06 B- 90.10 -00 6/08/06 B- 25.20 -00 6/08/06 B- 60.20 -00 6/08/06 B- 90.20 -00 6/08/06 I B- 25.60 -00 6/01/06 B- 30.10 -00 6/08/06 B- 60.40 -00 6/01/06 B- 90.30 -00 6/08/06 B- 65.20 -00 6/01/06 B- 90.40 -00 6/08/06 B- 30.20 -01 11/21/06 B- 65.40 -00 6/01/06 B- 90.50 -00 6/08/06 I B- 30.30 -00 6/01/06 B- 70.20 -00 6/01/06 B- 95.20 -00 6/08/06 B- 30.40 -00 6/01 /06 B- 70.60 -00 6/01/06 B- 95.40 -00 6/08/06 I 0-1 2/06/07 C -3b 10/04/05 C -13c 7/3/08 C-la 7/31/98 C -3c 6/21/06 /06 C -14a 7/3/08 C -1b 10/31/03 0-4 2/21/07 C -14b 7/26/02 C-lc 5/30/97 C -4a 2/21 /07 C -14c 7/26/02 I C -1d 10/31/03 C -4b 6/08/06 C -14d 7/3/08 C -2 1/06/00 C -4e 2/20/03 C -14e 7/3/08 C -2a 6/21 /06 C -4f 6/30/04 C -14h 1 /11 /06 1 C -2b 6/21/06 0-5 10/31/03 C -14i 12/02/03 C -2c 6/21/06 0-6 5/30/97 C -14j 12/02/03 C -2d 6/21/06 C -6a 3/14/97 C -14k 1/11/06 I C -2e 6/21/06 C -6c 1/06/00 C -15a 7/3/08 C -2f 3/14/97 C -6d 5/30/97 C -15b 7/3/08 0-2g 7/27/01 C -6f 7/25/97 0-16a 11/08/05 I C -2h 3/28/97 0-7 10/31/03 C -16b 11/08/05 C -2i 3/28/97 C -7a 10/31 /03 C- 20.14 -00 2/06/07 C -2j 6/12/98 0-8 4/27/04 0- 20.40 -00 2/06/07 I C -2k 7/27/01 C -8a 7/25/97 0- 22.40- 01....10/05/07 C -2n 7/27/01 C -8b 1 /11 /06 C- 23.60 -00 2/06/07 C -2o 7/13/01 C -8e 2/21/07 0- 25.18 -01 9/20/07 I C -2p 10/31/03 C -8f C -10 6/30/04 0- 25.20 -02 7/3/08 C -2r 3/03/05 7/31/98 C- 25.22- 01....10/05/07 0-2s 3/03/05 0-12 7/27/01 0- 25.80 -01 7/3/08 I C -2t 3/03/05 C -13 C -13a 7/3/08 0- 28.40 -00 2/06/07 C -3 10/04/05 7/3/08 0- 90.10 -00 7/3/08 C -3a 10/04/05 0-13b 7/3/08 1 139/254 1 D- 2.02 -00 11/10/05 D- 2.44 -00 11/10/05 D -3b 6/30/04 I D- 2.04 -00 11/10/05 0- 2.46 -00 11/10/05 D -3c 6/30/04 D- 2.06 -00 11/10/05 D- 2.48 -00 11/10/05 D -4 12/11/98 0- 2.08 -00 11/10/05 D- 2.60 -00 11/10/05 0-6 6/19/98 D- 2.10 -00 11/10/05 D- 2.62 -00 11/10/05 D- 10.10 -00 7/8/08 D- 2.12 -00 11/10/05 D- 2.64 -00 11/10/05 D- 10.15 -00 7/8/08 D- 2.14 -00 11/10/05 D- 2.66 -00 11/10/05 D- 10.20 -00 7/8/08 D- 2.16 -00 11/10/05 0- 2.68 -00 11/10/05 0- 10.25 -00 7/8/08 I 0- 2.18 -00 11/10/05 0- 2.78 -00 11/10/05 0- 10.30 -00 7/8/08 D- 2.20 -00 11/10/05 D- 2.80 -00 11/10/05 0- 10.35 -00 7/8/08 D- 2.30 -00 11/10/05 D- 2.82 -00 11/10/05 0- 10.40 -00 7/8/08 I 0- 2.32 -00 11/10/05 D- 2.84 -00 11/10/05 0- 10.45 -00 7/8/08 0- 2.34 -00 11/10/05 D- 2.86 -00 11/10/05 D- 15.10 -00 7/8/08 D- 2.36 -01 11/08/07 0- 2.88 -00 11/10/05 0- 15.20 -00 7/8/08 D- 2.38 -00 11/10/05 0- 2.92 -00 11/10/05 D- 15.30 -00 7/8/08 D- 2.40 -00 11/10/05 0-3 7/13/05 0- 2.42 -00 11/10/05 D -3a 6/30/04 111 E -1 2/21/07 E -4 8/27/03 E -2 5/29/98 E -4a 8/27/03 F- 10.12 -00 12/20/06 F- 30.10 -00 1/23/07 F- 40.18 -00 2/07/07 F- 10.16 -00 12/20/06 F- 40.10 -01 10/05/07 F- 40.16 -00 2/07/07 F- 10.40 -01 7/3/08 F- 40.12 -00 2/07/07 F- 40.20 -00 10/05/07 1 F- 10.42 -00 1/23/07 F- 40.14 -00 2/07/07 F- 42.10 -00 10/05/07 F- 10.62 -01 9/05/07 F- 40.15 -00 2/07/07 F- 80.10 -00 1/23/07 F- 10.64 -02 7/3/08 F- 40.16 -00 2/07/07 1 G -9a 6/25/02 0- 24.50 -00 11/08/07 G- 70.10 -00 10/5/07 G- 10.10 -00 9/20/07 G- 24.60 -00 11/08/07 G- 70.20 -00 10/5/07 G- 20.10 -00 9/20/07 G- 25.10 -00 11/08/07 G- 70.30 -00 10/5/07 G- 22.10 -01 7/3/08 G- 30.10 -00 11/08/07 G- 95.10 -00 11/08/07 G- 24.10 -00 11/08/07 G- 50.10 -00 11/08/07 0- 95.20 -01 7/10/08 I G- 24.20 -00 11/08/07 G- 60.10 -00 8/31/07 0- 95.30 -01 7/10/08 G- 24.30 -00 11/08/07 G- 60.20 -00 8/31/07 G- 24.40 -00 11/08/07 G- 60.30 -00 8/31/07 ' H- 10.10 -00 7/3/08 H- 32.10 -00 9/20/07 H- 70.10 -00 9/05/07 H- 10.15 -00 7/3/08 H- 60.10 -01 7/3/08 H- 70.20 -00 9/05/07 H- 30.10 -00 10/12/07 H- 60.20 -01 7/3/08 H- 70.30 -00 9/05/07 I 1- 10.10 -00 8/31/07 1- 30.50 -00 11/14/07 1- 60.10 -00 8/31/07 1- 30.10 -00 9/20/07 1- 40.10 -00 9/20/07 1- 60.20 -00 8/31/07 1- 30.20 -00 9/20/07 1- 40.20 -00 9/20/07 1- 80.10 -00 8/31/07 1- 30.30 -00 9/20/07 1- 50.10 -00 9/20/07 1- 30.40 -00 10/12/07 1- 50.20 -00 8/31/07 1 J -1 f 6/23/00 J -8b 5/20/04 J -18 9/02/05 J -3 8/01/97 J -8c 5/20/04 J -19 9/02/05 111 J -3b 3/04/05 J -8d 5/20/04 J -20 9/02/05 J -3c 6/24/02 J -9a 4/24/98 J- 28.10 -00 8/07/07 J -3d 11/05/03 J -10 7/18/97 J- 28.22 -00 8/07/07 J -5 8/01/97 J -11a 10/12/07 J- 28.24 -00 8/07/07 J -6c 4/24/98 J -11 b 9/02/05 J- 28.26 -00 8/07/07 140 /254 1 I J -6f 4/24/98 J -11 c 6/21/06 J- 28.30 -00 8/07/07 J -6g 12/12/02 J -12 11/08/05 J- 28.40 -00 8/07/07 ' J -6h 4/24/98 J -15a 10/04/05 J- 28.42 -00 8/07/07 J -7a 9/12/01 J -15b 10/04/05 J- 28.45 -00 8/07/07 J -7c 6/19/98 J -16a 3/04/05 J- 28.50 -00 8/07/07 I J -7d 4/24/98 J -16b 9/20/07 J- 28.60 -00 8/07/07 J -8a 5/20/04 J -16c 9/20/07 J- 28.70 -00 11/08/07 I K- 10.20 -01 10/12/07 K- 10.40 -00 2/15/07 K- 26.40 -01 10/12/07 K- 40.60 -00 2/15/07 K- 30.20 -00 2/15/07 K- 40.80 -00 2/15/07 K- 20.20 -01 10/12/07 K- 30.40 -01 10/12/07 K- 55.20 -00 2/15/07 I K- 20.40 -00 2/15/07 K- 20.60 -00 2/15/07 K- 32.20 -00 2/15/07 K- 60.20 -02 7/3/08 K- 32.40 -00 2/15/07 K- 60.40 -00 2/15/07 K- 22.20 -01 10/12/07 K- 32.60 -00 2/15/07 K- 70.20 -00 2/15/07 1 K- 24.20 -00 2/15/07 K- 24.40 -01 10/12/07 K- 32.80 -00 2/15/07 K- 80.10 -00 2/21/07 K- 34.20 -00 2/15/07 K- 80.20 -00 12/20/06 K- 24.60 -00 2/15/07 K- 36.20 -00 2/15/07 K- 80.30 -00 2/21/07 K- 24.80 -01 10/12/07 K- 40.20 -00 2/15/07 K- 80.35 -00 2/21/07 1 K- 26.20 -00 2/15/07 K- 40.40 -00 2/15/07 K- 80.37 -00 2/21/07 L- 10.10 -00 2/21/07 L- 40.10 -00 2/21/07 L- 70.10 -01 5/21/08 I L- 20.10 -00 2/07/07 L- 40.15 -00 2/21/07 L- 70.20 -01 5/21/08 L- 30.10 -00 2/07/07 L- 40.20 -00 2/21/07 I M- 1.20 -01 1/30/07 M- 7.50 -01 1/30/07 M- 40.10 -00 9/20/07 M- 1.40 -01 1 /30/07 M- 9.50 -01 1/30/07 M- 40.20- 00....10/12/07 M- 1.60 -01 1/30/07 M- 11.10 -01 1/30/07 M- 40.30 -00 9/20/07 I M- 1.80 -02 8/31/07 M- 2.20 -01 1/30/07 M- 15.10 -01 2/06/07 M- 40.40 -00 9/20/07 M- 17.10 -02 7/3/08 M- 40.50 -00 9/20/07 M- 2.40 -01 1/30/07 M- 20.10 -01 1/30/07 M- 40.60 -00 9/20/07 I M- 2.60 -01 1/30/07 M- 20.20 -01 1/30/07 M- 60.10 -00 9/05/07 M- 3.10 -01 1/30/07 /30/07 M- 20.30 -01 1 /30/07 M- 60.20 -00 9/05/07 M- 3.20 -01 1/30/07 M- 20.40 -01 1/30/07 M- 65.10 -01 5/21/08 I M- 3.30 -01 1/30/07 M- 20.50 -01 1/30/07 M- 80.10 -00 6/10/08 M- 3.40 -01 1/30/07 M- 24.20 -01 5/31/06 M- 80.20 -00 6/10/08 M- 3.50 -01 1/30/07 M- 24.40 -01 5/31/06 M- 80.30 -00 6/10/08 M- 5.10 -01 1/30/07 M- 24.60 -02 2/06/07 I 1 1 1 1 1 1 141 / 254 1 Required Contract Provisions Federal -Aid Construction Contracts 1 FHWA -1273 Electronic Version — March 10, 1994 1 I. General 1 ' II. Nondiscrimination 2 III. Nonsegregated Facilities 6 IV. Payment of Predetermined Minimum Wage 7 1 'V. Statements and Payrolls 12 VI. Record of Materials, Supplies, and Labor 14 ' VII. Subletting or Assigning the Contract 14 VIII. Safety: Accident Prevention 15 1 IX. False Statements Concerning Highway Projects X. 16 Implementation of Clean Air Act and Federal Water Pollution Control Act 17 XI. Certification Regarding Debarment, Suspension Ineligibility, and Voluntary Exclusion 17 1 XII. Certification Regarding Use of Contract Funds for Lobbying 21 Attachments 1 A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) 23 I. GENERAL ' 1. These contract provisions shall apply to all work performed on the. contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station ' work, or by subcontract. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and 1 further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds . for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I paragraph 2; . 1 Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g. 1 1 1 ' 143 / 254 1 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and 1 Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. 1 6. Selection of Labor: During the performance of this contract, the contractor shall not: a. discriminate against labor from any other State, possession, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. II. NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) 1 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60 -4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway agency (SHA) and the Federal Government in carrying out EEO obligations and in their review of his /her activities under the contract. 1 b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and /or on- the -job training." 1 2 1 144 / 254 ' 1 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively ' administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractors staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the 1 'contractor' EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and ' explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination ,by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractors procedures for locating and hiring minority group employees. ' d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. ' e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, t or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all ' advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to ' the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have r 3 ' 145 / 254 1 the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established 1 and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each 1 classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: ' a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on- the -job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. 4 1461254 t 1 d. The contractor will periodically review the training and promotion potential of minority group and women employees and -will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his /her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals..by such unions of minority and female employees. Actions by the contractor either 1 directly or through a contractor's association acting as agent will include the procedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint 1 training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills" of minority group employees and women so that they may qualify for higher paying employment. ' b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices :and policies of the labor union except that to the extent such information is within the exclusive ' possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. ' d. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and /or qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the unioh with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees:) In the event the union referral practice prevents the contractor from meeting the obligations pursuant 1 to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The 1 contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his /her EEO obligations under this contract. 1 b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful 5 1 1 147/254 1 minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcontractor compliance with their 1 EEO obligations. 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: 1. The number of minority and non - minority group members and women employed in each work classification on the project; 2. The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; 3. The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and 4. The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non - minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA -1391. If on- the -job training is being required by special provision, the contractor will be required to collect and report training data. III. NONSEGREGATED FACILITIES ' (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agreement or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, 6 1 148 / 254 1 religion, national origin, age or disability, because of habit, local custom, or otherwise. The 1 only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its 1 files. 1 IV. PAYMENT OF PREDETERMINED MINIMUM WAGE ' (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural, minor collectors, which are exempt.) 1 1. General: a. All mechanics and laborers employed or working upon the site of the work ' will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account [except such'payroll deductions as are permitted by regulations (29 CFR 3) issued by the ' Secretary of Labor under the•Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) 'due at time of payment. The payment shall be computed at wage ' rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination ") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors 1 and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH -1321) or Form FHWA -1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs ' reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section IV, paragraph 3b, hereof. Also, for the purpose of this ' Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively 1 made or incurred during such weekly period. Such laborersand mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the. classification of work actually performed, without 1 regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics performing work in more than one classification may ' be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employer's payroll records 7 ' 149 / 254 1 accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. 1 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: 1. the work to be performed by the additional classification requested is not 1 performed by a classification in the wage determination; 2. the additional classification is utilized in the area by the construction industry; 3. the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and 4. with respect to helpers, when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Standards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. d. In the event the contractor or subcontractors, as appropriate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. Said Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period 1 8 1 150 /254 1 1 that additional time is necessary. 1 e. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers.performing 1 work in the additional classification from the first day on which work is, performed in theclassification. 1 3. Payment of Fringe Benefits: a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is•not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. 1 b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he /she may consider as a part of the wages of any 1 laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable 1 standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 1 4. Apprentices'and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: 1 1. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually 1 registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a 1 person is employed in his /her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and 1 Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. 2. The allowable ratio of apprentices to journeyman -level employees on the job site 1 in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or 1 otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess 1 of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor.or subcontractor is performing construction on a 1 project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman -level hourly rate) 9 1 1 151 / 254 1 specified in the contractor's or subcontractor's registered program shall be observed. 3. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a 1 percentage of the journeyman -level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. 4. In the event the Bureau of Apprenticeship and Training, or a State 1 apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an acceptable program is approved. 1 b. Trainees: 1. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less 1 than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the DOL, Employment and Training Administration. 2. The ratio of trainees to journeyman -level employees on the job site shall not be 1 greater than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. 3. Every trainee must be paid at not less than the rate specified in the approved 1 program for his/her level of progress, expressed as a percentage of the journeyman - level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the 1 trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. 10 1 152 / 254 ' 1 4. In the event the Employment and Training Administration withdraws approval of a 1 training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. 1 c. Helpers: ' Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance ' procedure set forth in Section IV.2. Any worker listed on a payroll at .a helper wage rate, who is not a helper under a approved definition, shall be paid not less than the applicable wage rate on the wage t determination for the classification of work actually performed. 5: Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation -as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirernents of paragraph 4 of this Section IV. The straight time hourly wage ratesfor apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular ' program. 6. Withholding: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other 1 Federally- assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, ' and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the ' wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 1 7. Overtime Requirements: ' No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic; watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one - and- one -half times his /her basic rate of pay for all hours worked in excess of 40 hours in 1 such workweek. 1 11 1 153/254 1 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated 'damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. V. STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): 1 The contractor shall comply with the Copeland Regulations of the Secretary 1 of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, social security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the 12 154 / 254 ' 1 labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated.or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall ' maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c.. Each contractor and subcontractor shall furnish, each week in which any contract 1 work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional ' Form WH -347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029- 005 - 0014 -1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is ' responsible for the submission of copies of payrolls by all subcontractors. d, Each payroll submitted, shall be accompanied by a "Statement of Compliance signed by the contractor or subcontractor or his/heragent who pays or supervises 1 the payment of the persons employed under the contract and shall certify the following: 1. that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; 1 2. that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either'directly or indirectly, and that no ' deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; ' 3. that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked ' performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. ' 13 ' 155 / 254 1 f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor shall make the records.required under paragraph 2b of this Section V available for inspection, copying, or transcription by authorized 1 representatives of the SHA, the FHWA, or the DOL, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA -47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and 1 supplies listed on Form FHWA -47, and in the units shown on Form FHWA -47. c. furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA -47 together with the data required in paragraph 1 b relative to materials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option, either a single report covering all.contract work or separate 1 reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635). 14 ' 156 / 254 ' 1 a. "Its own organization" shall be construed to include only workers employed 1 and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime 1 contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations.qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 1 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is P q computed includes the cost of material and manufactured products which are to be 1 purchased or produced by the contractor under the contract provisions. 3. The.contractor shall furnish (a) a competent superintendent.or.supervisor who is employed by the firm,, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, ' management,.and engineering services) as the SHA contracting officer determines is necessary to assure the performance of the contract. ' 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured 1 that each 'subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 1 VIII. SAFETY: ACCIDENT PREVENTION 1. In'the performance of this contract the contractor shall comply with all applicable Federal, ' State, and local laws governing safety, health, and sanitation (23 CFR 635). The, contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as, it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. ' 2. It is a condition of this contract, and shall be made a.condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or ' under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined underconstruction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 1 1 15 157 / 254 1 1 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJ ECTS 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or ' Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented, Shall be fined not more that $10,000 or imprisoned not more than 5 years or both." 16 1 158 / 254 ' 1 X IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1 1. That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 et sec., as amended by Pub.L. 91 -604), and under the Federal Water Pollution Control Act, as ' amended (33 U.S.C. 1251 et sec., as amended by Pub.L. 92 -500), Executive Order 11738, and regulations in implementation thereof "(40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities 1 pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section ' 114 ofthe Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. ' 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. ' 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract; and further agrees to take such action as the government may direct as a means .of enforcing such requirements. 1 XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification - Primary Covered Transactions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. b. The.inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective ' participant shall submit an explanation of why it.cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. ' However, failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. 17 1 159/254 1 c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," " debarred," " suspended," "ineligible," "lower tier covered transaction," " participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. 18 1 160 / 254 ' 1 j. Except for transactions authorized under paragraph f of these instructions, if a ' participant in a. covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available ' to the,Federal Government, the department or agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion- , - Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that ' it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or 1 agency.; b. Have not within a 3 -year period preceding this proposal been convicted of or had a ' civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal ' or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records; making false statements, or receiving stolen property;. ' c. Are not presently indicted for or otherwise criminally or civilly, charged by a governmental entity (Federal, State 'or local) with commission of any of the offenses enumerated in paragraph 1b of this certification; and d.. Have not within a 3 -year period preceding this application /proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. * * * ** 1 2. Instructions for Certification - Lower Tier Covered Transactions: 1 (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the 1 certification set out below. 1 19 1 111 161 /254 1 • 1 b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and /or debarment. 1 c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," " debarred," " suspended," "ineligible," "primary covered transaction," "participant," " person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of "a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. 1 1 20 1 162 / 254 1 i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and /or debarment.. ' Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - -Lower Tier Covered Transactions: ' 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING ' (Applicable to ail Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) t 1. The prospective participant certifies, by signing and Submitting this bid or proposal, to the best of his or her knowledge and belief, that: ' a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of U Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the'entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to 111 any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, U loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 21 ' 163 / 254 1 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 1 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 1 1 1 1 1 1 1 1 1 1 1 1 1 22 ' 164 / 254 1 ATTACHMENT A - EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who t regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: 1 a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees ' as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph 1 c shall not exceed 20 percent of the total number of'employees employed by the contractor on the contract work, t except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the ' classifications of the laborers, mechanics and other employees required to perform the Contract work, (b) the number of employees required in each classification, (c) the date on which he estimates such employees will be required, and (d) any other pertinent information ' required by the State Employment Service to complete the job order "form. The job ordermay be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Employment Service. 1 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any t job applicants who, in his opinion, are not qualified to perform the, classification of work required. ' 4. If, within 1 week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. ' Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of 1 subparagraph 1 c above. 5. The contractor shall include the provisions of SectionS 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. 1 23 165 / 254 1 AMENDMENT 1 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) Under Section II, Paragraph 8b is revised as follows: The reference to 49 CFR 23 is revised to read 49 CFR 26. Under Section II, Paragraph 8b is supplemented with the following: 1 The contractor, sub - recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of USDOT- assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, Under Section II, in accordance with standard specification 1- 08.1(1) and applicable RCWs a new paragraph 8d is added as follows: The contractor or subcontractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract and /or agreement no later than ten (10) days from the receipt of each payment the prime contractor receives from WSDOT or its sub - recipients. The prime contractor agrees further to return retainage payments to each subcontractor within ten (10) days after the subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the WSDOT. This clause covers both DBE and non -DBE contractors. Under Section IV, Paragraph 2b(4) is deleted. 1 Under Section IV, Paragraph 4, "and helpers" is deleted from the title. Under Section IV, Paragraph 4a(1), add: The provisions in this section allowing apprentices to work at less than the predetermined rate when they are registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, or with the Bureau of Apprenticeship and Training, does not preclude a requirement for the Contractor to pay apprentices the full applicable predetermined rate in the event a State Apprenticeship Agency, 111 recognized by the Bureau, has not approved, or withdraws approval, of an apprenticeship program. Under Section IV, Paragraph 4c is deleted. Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper ". Under Section IV, Paragraph 7 is revised by deleting "helpers ". Under Section V, Paragraph 2a is revised by deleting "helpers ". Under Section V, Paragraph 2b, the first sentence is revised to read, The payroll records shall contain the name and an individually identifying number (e.g., the last four digits of the employees social security number) for each such employee; his or her correct classification; hourly rates of 1 166 / 254 , 1 wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. Payrolls shall not 1 include the full social security number and home address of covered workers. Contractors and subcontractors shall maintain the full social security number and home address of each covered worker and shall provide them to the SHA upon request." Under Section V, Paragraph 2d(2) is revised by'deleting "helper". Section VI, Records Of Material, Supplies, And Labor, is deleted 1 Amendment to Form FHWA 1273 Revised January 19, 2009 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1671254 I CONTRACT I THIS AGREEMENT, made and entered into in triplicate, this day of , 2010, by and between the City of Yakima, hereinafter called the Owner, and Belsaas & Smith Construction, Inc. a Washington Corporation, hereinafter called the Contractor. WITNESSETH: 1 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 I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ 259 165.00, for William 0. Douglas Trail Enhancement - 6th Ave. - 'I' St. to Naches River Pathway, City No. 216611FHWA No. STPE- 1485(020), all in accordance with, and as described in the attached plans and specifications and the 2008 Standard Specifications I 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. If work has not I commenced within the ten (10) days after the notice to proceed, the first chargeable working day shall be the eleventh (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 1 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 I 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 I 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. I III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature I whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from The Contractor's performance or non - performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the I full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as 1 expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. I Countersigned: CITY OF YAKIMA CONTRACTOR this I day of � e.k. 2010. RFMSAA5 .6m iCegsretremx), JG-a Corporation Contractor 1 �� By: City M ger Attest: )'.J ex.6 e- 1 - (Print Name) City Clerk Its: xr ft e.rA — I. T +SJ 2. ' - — �■MA ` ', (President, Owner, etc.) ' •* 4 C, Address: F0, Set 90 S � p,L 6tt 00h , uh; cif 8946 ' `‘ ,.- ' A SHWN = 1 169/254 »' ` PERFORMANCE BOND 1 BOND TO CITY OF YAKIMA Bond #: 105388151 KNOW ALL MEN BY THESE PRESENTS: 1 That we, the undersigned, Belsaas & Smith Construction, Inc. Washington Travelers Casualty and Surety a g Corporation as Principal and _.,,._. . e ,- ' _ a 1 corporation organized and existing under the laws of the State of Connecticut 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 $259,165.00 for the payment of which sum on demand we bind ourselves I 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. 1 DATED at Yakima, Washington, this day of February , 20 Never -the -less, the conditions of the above obligations are such that: I WHEREAS, pursuant to action taken by the Yakima City Council on Feb 20 1 0, the City Manager and City Clerk of the CITY OF YAKIMA has lel or is about to lel to the said Belsaas & Smith Construct Inc. the above bounded Principal, a certain contract, the said contract being numbered 21 66 and providing for __„ to • _ - (which contract is referred to herein and is made a part hereof as though attached hereto), and, Enhancement — 6th Ave. — "I" St. to Naches River 1 Pa thwa FEWA No. STPE 1485 (020 WHEREAS, the said Principal has accepted, or is about to accept, the said contract, anc undertake to per orm the work therein provided tor in the manner a nd within the time set forth; NOW THEREFORE, if the said Belsaas & Smith Inc II 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, their employees, agents, and elected I 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 developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and 1 remain in full force and effect. Belsaas . & .,Smith Construction, Inc. (Contractor) 1 By: (Print Name) I Ap ed as to f Its: c SGLiPF'ri - R-r 'e. Ti2G St,' - €iS. 1. iv4 v " (President, Owner, etc...) F. Travelers Casualty and Surety (City Attorney) C ... - 1 Suey) By: ,I J i_ I .a .! / .� . Donna S. Martinez II (Print Name) it Attosr-uey —in—Fact 1 1 _. 1 1 171 / 254 U WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER . r iAk. POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St. Paul Mercury Insurance Company I Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company 1 Attorney -In Fact No. 218701 Certificate No. 003141481 KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance I Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, 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 I (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Donna S. Martinez, Kenneth J. Frick, and Alex B. Hodge 1 I of the City o Yakima , State of Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory 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. I IN WITNESS WHEREOF, the Comp2 21st caused this instrument to be signed and their corporate seals to be hereto affixed, this day of JJuly Farmington Casualty Company St. Paul Mercury Insurance Company I Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company I I -- �� ��y 1'L1 µrrcz� M N U QTY A (:) /su �p. . - J c P J` .G0 CTV Pn a Q �J' fi n '➢ F. 4 1 4 *` PICO , n £ ! .: t c ---\ s tufliFORD, I 19� ? . ' o t CONK. $ in 1 .1 $ 1951 . W a s 411 d �� o `w'44.V IS . 1 ...... ., d . , AH l / r* State of Connecticut By: I '' = — City of Hartford ss. Georg-40 Thompson, senior ice President I 21st July 2009 On this the day of , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, I Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. I ` ? In Witness Whereof, I hereunto set my hand and official seal. -` l �91Jw� C e �.. s `tet ∎tA^�'� My Commission expires the 30th day of June, 2011. * Alf BUG * `` Marie C. Tetreault, Notary Public 1 I 58440 - 4 - 09 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity • and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc.. St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance - Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of America, and United States I Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED. that the Chairman, the President, any Vice Chairman. any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED. that any bond, recognizance, contract of indemnity, or writing obligatory In the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is I FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company 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 have hereunto set my hand and affixed the seals of said Companies this . of February 20 0 . I ' t Gi Kori M. Johans A ssistant Secretary I I . 1`l 1,,, , uveu •�• Rues = G�SU,4, , `. y J F10.E 6 O � *M 1 NSG9 J p� INSUg •J P ,(Y AN, S 0040,.. 4 0 1 Y y rt m � A >' m ; W: GO Tf��1^' + @ p qL� U , S �j . N j - F� 0.P � 1 � I Z 1982 o I 1977 � 4. «a c; _ __ a• TTii I. k : - ' n : HARTFORD < l t4RTFO . R x < � ` a � � 1 951 � ( � SEAL ,4,'; , '' ` 01 m p � g m 1 896 I V o G r ANa '>/ �N • 1.� Q 4 .4,•41 , ,x„„•‘ ` 1S . ;0 '''<!..i' d s 6 + '' +ar "i • ��i� �•� AN" To verify the authenticity of this Power of Attorney, call 1- 800 - 421 -3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the I above -named individuals and the details of the bond to which the power is attached. 1 1 1 1 w WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER I 1 A CORDM CERTIFICATE OF LIABILITY INSURANCE 02/12 /z o PRODUCER 509.965.2090 FAX 509.966.3454 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 1 Conover Insurance, Inc . (Y) 125 N. 50th Ave. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 10088 Yakima, WA 98909 -1088 INSURERS AFFORDING COVERAGE NAIC # 1 INSURED Belsaas & Smith Construction , Inc. INSURER A' Continental Insurance Co. 35289c P 0 Box 926 INSURER B: Ellensburg, WA 98926 INSURERC' Amended Certificate 2/12/10 I INSURER D INSURER E: AM Best Rating: A COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING I 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. IN DsVi TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS I SR(1 nATF (MM /ni DATF (MM /nn/YYI I GENERAL LIABILITY 40167 57800 09/01/2009 09/01/2010 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100 000 MED EXP (Fa one person) $ CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 A PERSONAL & ADV INJURY $ 1,000,000 I GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 2,000,000 n POLICY n jE n LOC AUTOMOBILE LIABILITY 4016757795 09/01/2009 09/01/2010 COMBINED SINGLE LIMIT 1 X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ 1 A X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (PerILYINJt) PROPERTY DAMAGE $ (Per accident) I GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ I EXCESS/UMBRELLA LIABILITY 4016757814 09/01/2009 09/01/2010 EACH OCCURRENCE _ $ $ 2,000,000 OCCUR CLAIMS MADE AGGREGATE 2,000,000 A $ DEDUCTIBLE $ 1 X RETENTION $ 10,000 M $ WORKERS COMPENSATION AND M S FR OTH- TORY M EMPLOYERS' LIABILITY 40167 57800 09/01/2009 09/01/2010 E L EACH ACCIDENT $ 1,000,000 A ANY PROPRIETOR /PARTNER /EXECUTIVE 111 OFFICER /MEMBER EXCLUDED? STATUTORY STOP GAP E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, descnbe under SPECIAL PROVISIONS below OTHER E.L DISEASE - POLICY LIMIT $ 1 000 , 000 Rented & Hired 25,000 per item; A Equipment included: 4016757800 09/01/2009 09/01/2010 $50,000 per occurrence I $1,000 Deductible DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Project: Federal Aid No. STPE- 1485(020), City Project #2166; William 0 Douglas Trail Enhancement City of Yakima, their agents, employees, and elected and appointed officials are named as Additional I Insured per form G17957G 01 /01. This certificate cancels and replaces the certificate issued 2/9/10. I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL XAX XI % MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 1 City of 2nd S t . �0xd(�f&4Xc�(JE 5XXXXIX�(I�CIKXX 129 N . 2nd St . 14(X• JkXdf atkiId(YAXelMi/(1(XXXXElit iO X. 4�tr�fr tiXXXXXXXXXX Yakima, WA 98901 AUTHORIZED REPRESENTATIVE y?�� k ✓,;-<," 1 ACORD 25 (2001/08) Randy LaRiviere, VP/TANYAH ©ACORD CORPORATION 1988 1 IMPORTANT ' If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may ' require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). t DISCLAIMER ' The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. 1 1 1 1 1 1 1 1 1 1 ACORD 25 (2001/08) ' G17957G 0101 Page 1 of 2 CNA IMPORTANT: THIS ENDORSEMENT CONTAINS DUTIES THAT APPLY TO THE ' ADDITIONAL INSURED IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT. SEE PARAGRAPH C.1. OF THIS ENDORSEMENT FOR THESE DUTIES. ALSO, THIS ENDORSEMENT CHANGES THE CONTRACTUAL LIABILITY COVERAGE WITH RESPECTS TO THE "BODILY INJURY" OR "PROPERTY DAMAGE" ARISING OUT ' OF THE "PRODUCTS- COMPLETED OPERATIONS HAZARD ". SEE PARAGRAPH B.3. OF THIS ENDORSEMENT FOR THIS COVERAGE CHANGE. ' THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S SCHEDULED AND BLANKET ADDITIONAL INSURED ENDORSEMENT WITH LIMITED PRODUCTS - COMPLETED OPERATIONS COVERAGE This endorsement modifies insurance provided under the following: ' COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE ' Name of Person or Organization: Designated Project: CITY OF YAKIMA, THEIR AGENTS, EMPLOYEES, AND ELECTED OR 'APPOINTED OFFICIALS (Coverage under this endorsement is not affected by an entry or lack of entry in the Schedule above.) ' A. WHO IS AN INSURED (Section II) is amended to include as an insured any person or organization, including any person or organization shown in the schedule above, (called additional insured) whom you are required to add as an additional insured on this policy under a written contract or written agreement; but the written ' contract or written agreement must be: 1. Currently in effect or becoming effective during the term of this policy; and 2. Executed prior to the "bodily injury," "property damage," or "personal and advertising injury ". ' B. The insurance provided to the additional insured is limited as follows: 1. That person or organization is an additional insured solely for liability due to your negligence specifically resulting from "your work" for the additional insured which is the subject of the written contract or written agreement. No coverage applies to liability resulting from the sole negligence of the additional insured. ' 2. The Limits of Insurance applicable to the additional insured are those specified in the written contract or written agreement or in the Declarations of this policy, whichever is less. These Limits of Insurance are inclusive of, and not in addition to, the Limits of Insurance shown in the Declarations. t 3. The coverage provided to the additional insured by this endorsement and paragraph f. of the definition of "insured contract" under DEFINITIONS (Section V) do not apply to 'bodily injury' or "property damage" arising out of the "products- completed operations hazard" unless required by the written contract or written agreement. When coverage does apply to "bodily injury" or "property damage" arising out of the ' "products- completed operations hazard" such coverage will not apply beyond: a. The period of time required by the written contract or written agreement; or hit p: / /forinnet -ci . cna. com /g lhtm /ona3132. htm 3/31/2009 I G 17957G 0101 Page 2 of 2 1 b. 5 years from the completion of "your work" on the project which is the subject of the written contract or U written agreement, whichever is less. 4. The insurance provided to the additional insured does not apply to "bodily injury," "property damage," or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or ' failure to render any professional services including: a. The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and ' b. Supervisory, or inspection activities performed as part of any related architectural or engineering activities. C. As respects the coverage provided under this endorsement, SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS are amended as follows: ' 1. The following is added to the Duties In The Event of Occurrence, Offense, Claim or Suit Condition: e. An additional insured under this endorsement will as soon as practicable: (1) Give written notice of an occurrence or an offense to us which may result in a claim or "suit" ' under this insurance; (2) Tender the defense and indemnity of any claim or "suit" to any other insurer which also has insurance for a loss we cover under this Coverage Part; and ' (3) Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. f. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a claim or "suit" from the additional insured. ' 2. Paragraph 4.b. of the Other Insurance Condition is deleted and replaced with the following: 4. Other Insurance b. Excess Insurance ' This insurance is excess over any other insurance naming the additional insured as an insured whether primary excess, contingent or on any other basis unless a written contract or written agreement specifically requires that this insurance be either primary or primary and noncontributing. 1 1 1 1 1 1 1 1 http:// formnet- ci.cna.com /glhtm /cna3132.htm 3/31/2009 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of ' any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by ' RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: Department of Labor and Industries ' ESAC Division PO Box 44540 Olympia, Washington 98504 -4540 ' Telephone: 360- 902 -5335 1 1 1 ' 177 / 254 II General Decision Number: WA080001 01/01/2010 WA1 Superseded General Decision Number: WA20070001 1 State: Washington Construction Type: Highway Counties: Washington Statewide. II HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Publication Date Modification Publication I Number Number Date 0 02/08/2008 23 02/27/2009 1 02/15/2008 24 03/06/2009 II 2 02/22/2008 25 03/20/2009 3 04/04/2008 26 06/05/2009 4 04/25/2008 27 06/12/2009 II 5 05/09/2008 28 06/26/2009 6 06/06/2008 29 07/03/2009 7 06/13/2008 30 07/17/2009 II 8 06/20/2008 31 07/24/2009 9 06/27/2008 32 09/25/2009 10 07/11/2008 33 10/02/2009 11 07/25/2008 34 10/23/2009 II 12 08/01/2008 35 11/13/2009 13 08/08/2008 36 11/20/2009 14 08/29/2008 37 12/25/2009 15 09/05/2008 38 01/01/2010 II 16 09/19/2008 17 10/03/2008 18 10/24/2008 II 19 10/31/2008 20 11/21/2008 21 01/02/2009 22 02/06/2009 II CARP0001 -008 09/01/2009 II Rates Fringes Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, II FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES II GROUP 1• $ 27.73 10.56 GROUP 2• $ 29.73 10.56 GROUP 3• $ 28.00 10.56 II GROUP 4• $ 27.73 10.56 GROUP 5• $ 63.50 10.56 GROUP 6 $ 30.75 10.56 II GROUP 7 $ 31.75 10.56 GROUP 8 $ 28.00 10.56 GROUP 9 $ 33.75 10.56 II II 178/254 1 II SPOKANE AREA: ASOTIN, I GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1• $ 26.06 10.56 II GROUP 2- $ 28.06 10.56 GROUP 3 $ 26.32 10.56 GROUP 4• $ 26.06 10.56 I GROUP 5 $ 60.14 10.56 GROUP 6- $ 29.07 10.56 GROUP 7 $ 30.07 10.56 GROUP 8 $ 27.32 10.56 II GROUP 9 $ 33.07 10.56 CARPENTER & DIVER CLASSIFICATIONS: II GROUP 1: Carpenter GROUP 2: Millwright, machine erector II GROUP 3: Piledriver - includes driving, pulling, cutting, I placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge carpenters II GROUP 5: Diver Wet II GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell /Vehicle or Submersible operator Not Under Pressure II GROUP 8: Assistant Tender, ROV Tender /Technician GROUP 9: Manifold Operator -Mixed Gas I ZONE PAY: ZONE 1 0 -40 MILES FREE I ZONE 2 41 -65 MILES 66 100 MILES $2.25 /PER HOUR ZONE 3 $3.25 /PER HOUR ZONE 4 OVER 100 MILES $4.75 /PER HOUR I DISPATCH POINTS: CARPENTERS /MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever I is closest to the worksite). CARPENTERS /PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever II is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of I established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main I Post Office of established residence of employee (Whichever is closest to the worksite). II 179/254 1 CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of I established residence of employee (Whichever is closest to the worksite). DEPTH PAY FOR DIVERS BELOW WATER SURFACE: II 50 -100 feet $2.00 per foot 101 -150 feet $3.00 per foot 151 -220 feet $4.00 per foot 221 feet and deeper $5.00 per foot II PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0 -25 feet Free 26 -300 feet $1.00 per Foot II SATURATION DIVING: The standby rate applies until saturation starts. The II saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation II hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications II within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: 1 Anyone working on a HAZMAT job (task), where HAZMAT II 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 I protection. No respirator is used and skin protection is minimal. II 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 II Level A. Supplied air line is provided in conjunction with a chemical "splash suit ". II LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self - contained breathing apparatus or a supplied air line. II 1 1 1 180 /254 1 1 CARP0003 -006 06/01/2007 1 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes ' Carpenters: CARPENTERS $ 27.56 13.30 DIVERS TENDERS $ 30.28 13.30 DIVERS $ 68.84 13.30 DRYWALL $ 27.56 13.30 MILLWRIGHTS $ 28.04 13.30 PILEDRIVERS $ 28.04 13.30 ' DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET ' 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 ' Zone 6 - 3.00 1 1 1 1 1 1 1 181/254 II BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State , Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) II ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 II 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 II miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities II ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities CARP0770 -003 06/01/2009 II Rates Fringes Carpenters: II CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF II THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES II CARPENTERS ON CREOSOTE MATERIAL $ 25.25 11.97 CARPENTERS $ 35.39 11.97 DIVERS TENDER $ 39.15 13.08 II DIVERS $ 87.20 13.08 MILLWRIGHT AND MACHINE ERECTORS $ 36.39 11.97 PILEDRIVER, DRIVING, II PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED II MATERIAL, ALL PILING $ 35.59 11.97 II II II II II 182/254 II II (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL I CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham II Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen - Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles II Centralia Mount Vernon Sunnyside Chelan Pt. Townsend I Zone Pay: 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour I 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour II (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, I Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free II 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour II II II II II II II II II 183/254 II CARP0770 -006 06/01/2009 Rates Fringes II Carpenters: II WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by I extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, II SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES I BRIDGE CARPENTERS $ 35.39 13.08 CARPENTERS ON CREOSOTE MATERIAL $ 35.49 13.08 CARPENTERS $ 35.39 13.08 II DIVERS TENDER $ 39.15 13.08 DIVERS $ 87.20 13.08 MILLWRIGHT AND MACHINE II ERECTORS $ 36.39 13.08 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING II OR CRESOTE TREATED MATERIAL, ALL PILING $ 35.59 13.08 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL II CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the II free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham II Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen - Hoquiam Tacoma Wenatchee II Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend II II II II 1841/254 II 1 Zone Pay: ' 0 -25 radius miles Free 26-35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT ' AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center ' Zone Pay: 0 -25 radius miles Free ' 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour ELEC0046 -001 06/01/2009 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES ' Rates Fringes CABLE SPLICER $ 44.89 3% +15.71 ELECTRICIAN $ 40.81 3% +15.71 * ELEC0048 -003 01/01/2010 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes ' CABLE SPLICER $ 39.66 $16.58 ELECTRICIAN $ 36.05 $16.58 ' HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria ' Zone Pay: Zone 1: 31 -50 miles $1.50 /hour ' Zone 2: 51 -70 miles $3.50 /hour Zone 3: 71 -90 miles $5.50 /hour Zone 4: Beyond 90 miles $9.00 /hour ' *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. 1 1 1 185/254 1 ELEC0073-001 07/01/2009 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER $ 28.62 3%+12.98 ELECTRICIAN $ 28.22 3%+12.98 ELEC0076-002 02/28/2009 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES 1 Rates Fringes CABLE SPLICER $ 38.57 3%+14.75 ELECTRICIAN $ 34.75 3%+14.75 ELEC0112-005 07/01/2009 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER $ 36.70 3%+13.73 ELECTRICIAN $ 34.95 3%+13.73 ELEC0191-003 03/01/2008 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER $ 36.86 3%+12.98 ELECTRICIAN $ 33.51 3%+12.98 1 1 1 1 1 186/254 II ELEC0191 -004 03/01/2008 II CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes II CABLE SPLICER $ 32.46 3% +12.81 ELECTRICIAN $ 29.51 3% +12.81 II ELEC0970 -001 01/01/2009 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes I CABLE SPLICER $ 34.68 3%+9.59 ELECTRICIAN $ 31.53 3% +9.59 ENGI0302 -003 06/01/2009 I CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, I KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES I PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) II Zone 1 (0 -25 radius miles): Rates Fringes I Power equipment operators: Group 1A $ 35.79 15.15 Group IAA $ 36.36 15.15 II Group lAAA $ 36.92 15.15 Group 1 $ 35.24 15.15 Group 2 $ 34.75 15.15 I Group 3 $ 34.33 15.15 Group 4 $ 31.97 15.15 Zone Differential (Add to Zone 1 rates): I Zone 2 (26 -45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 I BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima II POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes -over 300 tons, or 300 ft of boom II (including jib with attachments) II II 187/254 1 GROUP IAA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft II in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom II (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments II GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, II bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not II 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; II Scrapers-self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- ' Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); II Drilling machine; Excavator, shovel, backhoe- 3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill II operator; Loaders - overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto - mill,roto - grinder; Screedman, spreader, II topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 II yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blaw knox - roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer II GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck II or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom II trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; II Saws-concrete; Scrpers- concrete and carry -all; Service engineer- equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under 1 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift - permanent or shaft type; II 1881254 1 Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Gellman; Roller -other than plant mix; Wheel Tractors, farmall type; 1 Shotcrete /gunite equipment operator ' Category B Projects: 95% of the basic hourly reate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: ' 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million ' excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is ' involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: ' Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be ' elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. ' H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. ' H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. 1 1 1 1 1 1 1 189/254 II ENGI0370 -002 06/01/2009 II ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, I 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: II Rates Fringes II Power equipment operators: GROUP 1A $ 23.21 11.05 II GROUP 1 $ 23.76 11.05 GROUP 2 $ 24.08 11.05 GROUP 3 $ 24.69 11.05 II GROUP 4 $ 24.85 11.05 GROUP 5 $ 25.01 11.05 GROUP 6 $ 25.29 11.05 GROUP 7 $ 25.56 11.05 II GROUP 8 $ 26.66 11.05 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; II Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, II Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS II GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors II (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod I 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 II bore hole and inspect drill rig while in operation); Fireman & Heater Tender; Hydro- seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip II coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler - Driver (CLD required) & Cable Tender, Mucking Machine II II II 190/254 II II GROUP 2: A -frame Truck (single drum); Assistant Refrigeration I 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 11 electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber I 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; I Railroad Ballast Regulation Operator (self - propelled); Railroad Power Tamper Operator (self - propelled); Railroad Tamper Jack Operator (self - propelled; Spray Curing Machine I (concrete); Spreader Box (self - propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator I GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix I Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry I Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green II & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive I Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer /Tractor (up to D -6 or equivalent) and Traxcavator; Traverse Finish Machine; II Turnhead Operator GROUP 4: Concrete Pumps (squeeze - crete, flow - crete, pump- ' crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front -end, under I 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 I ft. depth capacity); Turnhead (with re- screening); Vacuum Drill (reverse circulation drill under 8 inch bit) II II II 191/254 1 GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes 1 (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation II & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self - propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker 1 GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade I wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self - propelled with II blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all II attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front -end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving II Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber - tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines II (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher II Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, II Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning /Decontamination machine operator; Cranes (over 45 tons to but not including I 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); II 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, II ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator II GROUP 8: Cranes (85 tons and over, and all climbing, overhead, rail and tower), all attachments including II clamshell, dragline; Loaders (overhead and front -end, 10 yards and over); Helicopter Pilot 1 1 192/254 1 1 BOOM PAY: (All Cranes, Including Tower) ' 180 ft to 250 ft Over 250 ft $ .50 over scale $ .80 over scale 1 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. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 193/254 1 ENGI0612 -006 06/01/2009 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line II extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES II ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. II Zone 1 (0 -25 radius miles): Rates Fringes II Power equipment operators: II GROUP 1A $ 35.79 15.15 GROUP IAA $ 36.36 15.15 GROUP lAAA $ 36.92 15.15 GROUP 1 $ 35.24 15.15 II GROUP 2 $ 34.75 15.15 GROUP 3 $ 34.33 15.15 GROUP 4 $ 31.97 15.15 I Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 I BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS 1 GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) 1 GROUP IAA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in II height, bas to boom 1 1 1 1 1 1 194/254 II 1 GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom ' (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments 1 GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane - overhead, ' bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead, 6 yards to, but not ' including, 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9 HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- ' self - propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom ' attachment; Crusher; Deck engineer /deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto- ' grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off -road equipment- under 45 yards; Subgrader trimmer; ' Tractors, backhoe over 75 hp; Transfer material service machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler /driver -100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck ' or crane mount; Dozer -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside Hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom ' trucks over 10 tons; Loaders - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pump- Concrete; Roller, plant mix or multi -lfit materials; ' Saws- concrete; Scrapers, concrete and carry all; Service engineers- equipment; Trenching machines; Truck crane oiler /driver under 100 tons; Tractors, backhoe under 75 hp 1 1 1 195/254 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger- mechanical; Power plant; Pumps - water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. * ENGI0701 -002 01/01/2010 ' CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES ' POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes Power equipment operators: (See Footnote A) GROUP 1 $ 37.27 11.50 GROUP 1A $ 39.13 11.50 GROUP 1B $ 41.00 11.50 GROUP 2 $ 35.64 11.50 GROUP 3 $ 34.64 11.50 GROUP 4 $ 33.71 11.50 GROUP 5 $ 32.60 11.50 GROUP 6 $ 29.61 11.50 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 196/254 ' Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood ' National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located t in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all ' classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. ' All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. ' For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG ' All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. ' All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all ' classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall ' receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS ' GROUP 1: CONCRETE: Batch Plant and /or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and ' over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over ' GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 197/254 tons with over 200 feet boom; Operator 400 tons and over; II FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto II Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer II operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; II 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; II CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment); TOWER /WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. II 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 II (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); II UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES - EXCAVATOR: Excavator over 130,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); II GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic II crane operator, 50 tons through 89 tons (without luffing or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); FORKLIFT: Rock Hound Operator; HYDRAULIC HOES - EXCAVATOR: II 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; II 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. II GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screeman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by II 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 II 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 II Machine (Track mounted forestry mowing & grinding machine); 198/254 II I Hydro Axe (loader mounted or similar type); COMPACTORS SELF - PROPELLED: Compactor Operator, with blade; Compactor I 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 II 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 II (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, II Gantry, Overhead; Cherry Picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane I Operator, under 50 tons; CRUSHER: Generator Operator; Diesel - Electric Engineer; Grizzley Operator; Drill Doctor; Boring Machine Operator; Driller- Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); I 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; I GENERATORS: Generator Operator; Diesel- electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); Combination Guardrail t 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; I Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, II Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping I 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 I Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading I 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 I cu. yds.; Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push- ull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and I 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 t Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR - RUBBERED TIRED: Tractor II 199/254 operator, rubber - tired, over 50 hp flywheel; Tractor 1 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; Vacuum Truck; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and /or robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; LOADERS: Loaders, rubber- tired type, less than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); PIPELINE -SEWER WATER: Hydra hammer or simialr types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi - Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self - propelled; Pulva -mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self - propelled construction job site; TRACTOR - RUBBER TIRED: Tractor operator, rubber - tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; 200/254 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; Lull Hi -Lift Operator or Similar Type; GUARDRAIL ' EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less ' than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler - Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; ' PIPELINE -SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; ' Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, 1 1 1 1 1 1 1 1 1 201/254 1 construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping 1 Machine operartor, mechanical, self - propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n2/254 1 1 IRON0014 -005 07/01/2009 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER $ 30.79 17.40 IRON0029 -002 07/01/2009 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes 1 IRONWORKER $ 33.12 17.40 IRON0086 -002 07/01/2009 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER $ 31.07 17.40 ' IRON0086 -004 07/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES 1 Rates Fringes IRONWORKER $ 36.62 17.40 1 1 1 1 1 1 1 203/254 1 LAB00001 -002 06/01/2009 ZONE 1: Rates Fringes Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES GROUP 1 $ 21.77 9.07 GROUP 2 $ 24.86 9.07 GROUP 3 $ 30.96 9.07 GROUP 4 $ 31.70 9.07 GROUP 5 $ 32.21 9.07 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1 $ 17.95 9.07 GROUP 2 $ 20.58 9.07 GROUP 3 $ 22.54 9.07 GROUP 4 $ 23.09 9.07 GROUP 5 $ 23.48 9.07 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): 1 ZONE 2 - $2.25 LABORERS CLASSIFICATIONS 204/254 1 GROUP 1: Landscaping and Planting; Watchman; Window Washer /Cleaner (detail clean -up, such as but not limited to t cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean -up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material ' Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper - Tailer; Track ' Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper /Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension ' beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder - Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller - Power; Raker - Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re- Timberman; Hazardous Waste Worker (Level A: ' utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line). 205/254 r LABO0238 -004 06/01/2009 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1 $ 20.56 8.75 GROUP 2 $ 22.66 8.75 GROUP 3 $ 22.93 8.75 GROUP 4 $ 23.20 8.75 GROUP 5 $ 23.48 8.75 GROUP 6 $ 24.85 8.75 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer /Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean -up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean -up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right -of -way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; 206/254 1 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 1 ' 207/254 LAB00238 -006 06/01/2009 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier $ 24.10 8.75 LA1800335 -001 06/01/2008 1 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1 $ 27.46 8.40 GROUP 2 $ 28.06 8.40 GROUP 3 $ 28.50 8.40 GROUP 4 $ 28.88 8.40 GROUP 5 $ 24.96 8.40 GROUP 6 $ 22.54 8.40 GROUP 7 $ 19.34 8.40 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. 1 1 208/254 ' 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) 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 ' 209/254 II GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam 1 (pipelaying)- applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive - Tunnel; Powderman- Tunnel; Shield Operator - Tunnel II GROUP 5: Traffic Flaggers GROUP 6: Fence Builders II GROUP 7: Landscaping or Planting Laborers LABO0335 -019 06/01/2008 1 Rates Fringes Hod Carrier $ 29.58 8.40 II PAIN0005 -002 07/01/2009 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES II Rates Fringes Painters: II STRIPERS $ 27.40 11.50 PAIN0005 -004 03/01/2009 II CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES 1 Rates Fringes II PAINTER $ 20.82 7.44 II II II II II II 210/254 II * PAIN0005 -006 07/01/2008 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, ' LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES ' Rates Fringes Painters: Application of Cold Tar ' Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water ' and Sandblasting $ 20.84 7.88 Over 30' /Swing Stage Work $ 21.54 7.88 Brush, Roller, Striping, Steam - cleaning and Spray $ 15.09 6.68 ' Lead Abatement, Asbestos Abatement $ 20.84 7.88 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ' PAIN0055 -002 07/01/2009 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes r Painters: Brush & Roller $ 19.59 7.24 High work - All work 60 ft. or higher $ 20.34 7.24 Spray and Sandblasting $ 20.19 7.24 PAIN0055 -007 08/13/2009 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: ' HIGHWAY & PARKING LOT STRIPER $ 30.82 8.62 1 211/254 r PLAS0072 -004 06/01/2009 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes ' CEMENT MASON /CONCRETE FINISHER ZONE 1• $ 24.08 11.22 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office PLAS0528 -001 06/01/2009 1 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes Cement Masons: CEMENT MASON $ 35.75 13.40 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE $ 36.25 13.40 TROWLING MACHINE OPERATOR ON COMPOSITION $ 37.25 13.40 PLAS0555 -002 06/01/2009 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: 1 Rates Fringes Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION /POWER MACHINERY AND SUSPENDED /HANGING SCAFFOLD $ 29.94 15.59 CEMENT MASONS ON SUSPENDED, SWINGING AND /OR HANGING SCAFFOLD $ 29.41 15.59 CEMENT MASONS $ 28.87 15.59 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS $ 29.41 15.59 212/254 t 1 Zone Differential (Add To Zone 1 Rates): ' Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 ' Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall TEAM0037 -002 06/01/2009 ' CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1 $ 26.90 12.75 GROUP 2 $ 27.02 12.75 GROUP 3 $ 27.15 12.75 GROUP 4 $ 27.41 12.75 GROUP 5 $ 27.63 12.75 ' GROUP 6 $ 27.79 12.75 GROUP 7 $ 27.99 12.75 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: 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 1 213/254 surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and /or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0 -10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck /Hydra -lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks /Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi - trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver - Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck /Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self - Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic - Welder -Body Repairman; Utility and Clean -up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons ' GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi - Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch , concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) * TEAM0174 -001 06/01/2009 214/254 ' 1 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: ' GROUP 1• $ 31.87 14.60 GROUP 2 $ 31.03 14.60 GROUP 3 $ 28.22 14.60 GROUP 4• $ 23.25 14.60 GROUP 5• $ 31.42 14.60 ZONE B (25 -45 miles from center of listed cities *): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities *): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA ' EVERETT SEATTLE SHELTON ANACORTES BELLEVUE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four - Wheeled power tractor with trailer and similar top - loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi - trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck -3,000 gallons and over capacity 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, t 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, 215/254 Greaser, Battery Service Man and /or Tire Service Man; II Leverman and loader at bunkers and batch plants; Oil tank II 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 II gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup I/ Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) II GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic II HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is I required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying II respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." II LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self- contained breathing apparatus or a supplied air line. II II II II II II II II II 216/254 II II TEAM0760 -002 06/01/2008 II ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA I I COUNTIES I Rates Fringes Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE I FOOTNOTE A BELOW) ZONE 1: GROUP 1 $ 20.02 11.05 II GROUP 2 $ 22.29 11.05 GROUP 3 $ 22.79 11.05 GROUP 4 $ 23.12 11.05 GROUP 5 $ 23.23 11.05 I GROUP 6 $ 23.40 11.05 GROUP 7 $ 23.93 11.05 GROUP 8 $ 24.26 11.05 II Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston I Zone 1: 0 -45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office II TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power II Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer II Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber - tired, pulling trailer or similar equipment) II GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift II (3001- 16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier II (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include II shipping & receiving); Wrecker & Tow Truck GROUP 4: A- Frame; Burner, Cutter, & Welder; Service Greaser; t 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) I GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with II 217/254 Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck - Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); ' GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials t 1 218/254 ' 1 Footnote A - Anyone working on a HAZMAT job, where HAZMAT I certification is required, shall be compensated as a premium, in additon to the classification working in as follows: 1 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. I 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. II Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. ' NOTE: Trucks Pulling Equipment Trailers: shall receive $.15 /hour over applicable truck rate 1 WELDERS - Receive rate prescribed for craft performing II operation to which welding is incidental. Unlisted classifications needed for work not included within II the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). 1 In the listing above, the "SU" designation means that rates I listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be II prevailing. WAGE DETERMINATION APPEALS PROCESS II 1.) Has there been an initial decision in the matter? This can be: I * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on I a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests I 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 II 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 I process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: II 219/254 II Branch of Construction Wage Determinations Wage and Hour Division II U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 t 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 II (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator II U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the II interested party's position and by any information (wage payment data, project description, area practice material, I etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative II Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor II 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. II END OF GENERAL DECISION II II II II II II II II 220/254 II 1 ' BENEFIT CODE KEY - EFFECTIVE 09 -02 -2009 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC 1 WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ' A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ' C. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST TWO (2) HOURS AF 1'ER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE ' D. HOURLY RATE OF WAGE. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS ' F. SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST TWO (2) HOURS AYTLR EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED; EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED 'ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF ' WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS ' WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE ' O. HOURLY RATE OF WAGE. THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF ' P. WAGE. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 1 1 221 / 254 BENEFIT CODE KEY - EFFECTIVE 09 -02 -2009 -2- 1. Q. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND FIOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. T. WORK PERFORMED IN EXCESS OF EIGFIT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE -HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS (12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS. AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLYRATE OF WAGE. V. ALL HOURS WORKED ON SUNDAYS AND FIOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Y. ALL HOURS WORKED OUTSIDE THE HOURS OF 5:00 AM AND 5:00 PM (OR SUCH OTHER HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND THE EMPLOYEE) AND ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY (10 HOURS PER DAY FOR A 4 X 10 WORKWEEK) AND ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. (EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL BE PAID AT THE STRAIGHT -TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY (10 IN A 4 X 10 WORKWEEK) OR 40 HOURS DURING THAT WORKWEEK.) ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Z ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN 1 ADDITION TO HOLIDAY PAY. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 1 222 / 254 ' BENEFIT CODE KEY - EFFECTIVE 09 -02 -2009 -3- D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE ' E. PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. , ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. 2. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ' K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ' L. ALL HOURS WORKED ON SATURDAYS (OR ON THE REGULAR DAY OFF DURING A WORKWEEK OTHER THAN MONDAY, THROUGH FRIDAY) AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT LABOR DAY WHICH SHALL BE PAID AT DOUBLE THE HOURLY RATE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. P. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON ' SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK ' S. SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, EXCEPT THE DAY AF 1 ER THANKSGIVING, THE DAY AF1 ER CHRISTMAS AND A FLOATING HOLIDAY, WHICH SHALL ' T. BE PAID AT THE STRAIGHT TIME RATE IF WORKED, IN ADDITION TO HOLIDAY PAY. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF PAY, AND THIS RATE SHALL INCLUDE HOLIDAY PAY. ' U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER 12 HOURS IN A DAY, OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' V. ALL HOURS WORKED ON SATURDAYS AND ON MAKE -UP DAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 1 223 / 254 BENEFIT CODE KEY - EFFECTIVE 09 -02 -2009 -4- W. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ON A FOUR -DAY, TEN -HOUR WEEKLY SCHEDULE, EITHER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE, ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, THE FIRST EIGHT (8) HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON THE FIFTH, SIXTH, AND SEVENTH DAYS AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6:00 P.M. AND 6:00 A.M. AND ALL HOURS ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). L. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). M. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY (9). 1 N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AF7 ER THANKSGIVING DAY, AND CHRISTMAS DAY (9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY. 1 224 / 254 i BENEFIT CODE KEY - EFFECTIVE 09 -02 -2009 t -5- Q. PAID HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). 5. S. PAID HOLIDAYS: NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). ' T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS (9). ' U. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (8). V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W, PAID HOLIDAYS: NINE (9) PAID HOLIDAYS, X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEARS DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). t Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE. DAY, LABOR DAY, VETERANS DAY, ' 6. THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). A PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). ' B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND ' D. CHRISTMAS DAY (9). PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). ' E. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY; DAY AFT ER THANKSGIVING DAY, CHRISTMAS DAY, AND A HALF -DAY ON CHRISTMAS EVE DAY. (9 1/2). PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, Vh11:RANS' DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, ' INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND CHRISTMAS EVE DAY (11). H. PAID HOLIDAYS: NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A ' FLOATING HOLIDAY (10). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AF 1 ER THANKSGIVING DAY, AND CHRISTMAS DAY (7). ' J. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (9). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, ' THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). UNPAID HOLIDAY 1 PRESIDENTS' DAY. 1 225 / 254 BENEFIT CODE KEY - EFFECTIVE 09 -02 -2009 T. PAID HOLIDAYS: NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEARS DAY, DAY BEFORE NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9), V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9). W. PAID HOLIDAYS: NEW YEARS DAY, DAY BEFORE NEW YEARS DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10). N. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). Y. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A FLOATING HOLIDAY (9). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). IF A HOLIDAY FALLS ON SATURDAY, THE PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY. IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY. NOTE CODES S. A. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $2.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $3.00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 220' - $4.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 220' - $5.00 PER FOOT FOR EACH FOOT OVER 220 FEET C. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25 P. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - CLASS A SUIT: $2.00, CLASS B SUIT: $1.50, CLASS C SUIT: $1.00, AND CLASS D SUIT $0.50. 1 1 1 t 226 / 254 ' 1 State of Washington I DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 I Washington State Prevailing Wage Rates For Public Works Contracts T he PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY EFFECTIVE 09 -02 -2009 (See Benefit Code Key). Over PREVAILING Time Holiday Nate I Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $31.61 1H 50 BOILERMAKERS I JOURNEY LEVEL $53.61 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $38.62 1m 5A BUILDING SERVICE EMPLOYEES . I JANITOR $8.55 1 SHAMPOOER $11.14 1 WAXER $8_55 1 WINDOW CLEANER $9.14 1 I CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $37.22 1M 5D I BRIDGE, DOCK AND WARF CARPENTERS $47.36 1 M 50 CARPENTER $37,22 1M 50 CREOSOTED MATERIAL $37.22 1M 5D DRYWALL APPLICATOR $37.22 1M 5D FLOOR FINISHER $37.22 1M 5D I FLOOR LAYER $37.22 1M 50 FLOOR SANDER $37,22 1M 5D MILLWRIGHT $48.36 1M 5D I PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $47.56 1M 5D SAWFILER $37.22 1M 50 SHINGLER $37.22 1M 50 STATIONARY POWER SAW OPERATOR $37.22 1M 5D STATIONARY WOODWORKING TOOLS $37.22 1M 5D 111 CEMENT MASONS JOURNEY LEVEL $35,30 1N 50 DIVERS & TENDERS DIVER $100.28 1M 50 8A DIVER ON STANDBY $56.68 1M 50 DIVER TENDER $5223 1M 50 SURFACE RCV & ROV OPERATOR $5223 1M 5D SURFACE RCV & ROV OPERATOR TENDER $50,72 1B 5A U DREDGE WORKERS ASSISTANT ENGINEER $49.57 1T 5D 8L ASSISTANT MATE (DECKHAND) $49.06 1T 50 8L BOATMEN $49.57 1T 50 8L I ENGINEER WELDER $49.62 1T 5D 8L LEVERMAN, HYDRAULIC $51.19 1T 5D 8L Page 1 1 1 1 227/254 1 YAKIMA COUNTY I EFFECTIVE 09 -02 -2009 (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code MAINTENANCE $49.06 1 T 5D 8L MATES $49.57 1 T 5D 8L I OILER $49.19 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $31,71 1P 5A I ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 ELECTRICIANS - INSIDE CABLE SPLICER $51.64 1 E 5A I JOURNEY LEVEL $49.84 1E 5A WELDER $53.44 1E 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C I ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $59.79 4A 5A CERTIFIED LINE WELDER $54.59 4A 5A GROUNDPERSON $39.07 4A 5A I HEAD GROUNDPERSON $41.22 4A 5A HEAVY LINE EQUIPMENT OPERATOR $54.59 4A 5A JACKHAMMER OPERATOR $41.22 4A 5A JOURNEY LEVEL LINEPERSON $54.59 4A 5A I LINE EQUIPMENT OPERATOR $46.32 4A 5A POLE SPRAYER $54.59 4A 5A POWDERPERSON $41.22 4A 5A ELECTRONIC TECHNICIANS I ELECTRONIC TECHNICIANS JOURNEY LEVEL $23.40 1 ELEVATOR CONSTRUCTORS MECHANIC $64.81 4A 6Q MECHANIC IN CHARGE $70.60 4A 6Q I FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.72 1 LABORER $8.55 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 I FLAGGERS JOURNEY LEVEL $29.65 1H 50 GLAZIERS I JOURNEY LEVEL $22.43 1 B 61 HEAT& FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS I MECHANIC $13.91 1 HOD CARRIERS &MASON TENDERS JOURNEY LEVEL $32.55 1H 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 I INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9 24 1 INSPECTION /CLEANING /SEALING OF SEWER & WATER SYSTEMS BY I REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9 1 Page 2 1 1 228 / 254 1 1 I YAKIMA COUNTY EFFECTIVE 09-02 -2009 (See Benefit Code Key) I Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GROUT TRUCK OPERATOR $11.48 1 I HEAD OPERATOR $12.78 1 TECHNICIAN $8.55 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS I JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $48.72 10 5A LABORERS I ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER &WATER GENERAL LABORER & TOPMAN $31.61 1H 50 PIPE LAYER $32.16 1H 50 I LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $9,00 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1 LANDSCAPING OR PLANTING LABORERS $9.00 1 I LATHERS JOURNEY LEVEL $37.22 1M 5D METAL FABRICATION (IN SHOP) FITTER $12.00 1 I LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $1200 1 WELDER $11.32 1 I MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS I JOURNEY LEVEL $46.63 1R 5B PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.55 1 PLUMBERS & PIPEFITTERS I JOURNEY LEVEL $61.24 2V 5A POWER EQUIPMENT OPERATORS ASPHALT PLANT OPERATOR $50.39 1T 5D 8P ASSISTANT ENGINEERS $47.12 1T 5D 8P I BACKHOE, EXCAVATOR SHOVEL, OVER 50 METRIC TONS TO 90 METRIC $50.94 1T 50 8P TONS BACKHOE, EXCAVATOR SHOVEL, OVER 90 METRIC TONS $51.51 1T 5D 8P BACKHOE, EXCAVATOR, SHOVEL, OVER 30 METRIC TONS TO 50 $50.39 IT 5D 8P I METRIC TONS BACKHOE, EXCAVATOR, SHOVEL, TRACTORS UNDER 15 METRIC TONS $49.48 i T 5D 8P BACKHOE, EXCAVATOR, SHOVEL, TRACTORS: 15 TO 30 METRIC TONS 549.90 1T 5D 8P BARRIER MACHINE(ZIPPER) $49.90 1T 50 8P I BATCH PLANT OPERATOR, CONCRETE $49.90 1T 5D 8P BELT LOADERS (ELEVATING TYPE) $49.48 1 T 5D 8P BOBCAT (SKID STEER) $47.12 1T 5D 8P BROKK- REMOTE DEMOLITION EQUIPMENT $47 1T 50 8P I BROOMS $47.12 1T 5D 8P BUMP CUTTER $49.90 1T 50 8P Page 3 1 1 1 229 / 254 1 YAKIMA COUNTY I EFFECTIVE 09 -02 -2009 (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code CABLEWAYS $50.39 1T 5D 8P CHIPPER $49.90 1T 5D 8P I COMPRESSORS $4712 1T 5D 8P CONCRETE FINISH MACHINE- LASER SCREED $47.12 IT 50 8P CONCRETE PUMPS $49.48 1T 5D 8P I CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $49.90 IT 5D 8P CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT OVER 42 $50.39 1T 5D 8P METERS CONVEYORS $49.48 IT 5D 8P CRANE, FRICTION 100 TONS THROUGH 199 TONS $51.51 1T 5D 8P I CRANE, FRICTION OVER 200 TONS $52.07 1T 50 8P CRANES, THRU 19 TONS, WITH ATTACHMENTS $49.48 1T 5D 8P CRANES, 20- 44 TONS, WITH ATTACHMENTS $49.90 1T 5D 8P CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $50.39 1T 5D 8P I WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $50.94 1T 50 8P WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $51.51 1T 5D 8P I WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $47.12 1T 5D 8P CRANES, A- FRAME, OVER 10 TON $49.48 1T 5D 8P CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $52.07 1T 5D 8P ATTACHMENTS I CRANES, OVERHEAD, BRIDGE TYPE ( 20- 44 TONS) $49.90 1T 5D 8P CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $50.39 1T 5D 8P CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $50.94 1T 5D 8P CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $50.94 1T 50 8P t CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $51.51 1T 50 8P CRUSHERS $49.90 1T 5D 8P DECK ENGINEER /DECK WINCHES (POWER) $49.90 1T 5D 8P DERRICK, BUILDING $50.39 1T 50 8P DOZER, QUAD 9, D-10, AND HD-41 $50.39 1T 5D 8P I DOZERS, D -9 & UNDER $49.48 1T 5D 8P DRILL OILERS- AUGER TYPE, TRUCK OR CRANE MOUNT $49.48 1T 5D 8P DRILLING MACHINE $49.90 IT 50 8P I ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $47.12 1T 5D 8P EQUIPMENT SERVICE ENGINEER (OILER) $49.48 1T 50 8P FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $49.90 1T 50 8P FORK LIFTS, (3000 LBS AND OVER) $49.48 1T 5D 8P FORK LIFTS, (UNDER 3000 LBS) $47.12 1T 5D 8P I GRADE ENGINEER $49.90 1T 5D 8P GRADECHECKER AND STAKEMAN $47.12 1T 51) 8P GUARDRAIL PUNCH $49.90 1T 5D 8P HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $49.48 1T 5D 8P I HORIZONTAL/DIRECTIONAL DRILL LOCATOR $49.48 1T 5D 8P HORIZONTAL/DIRECTIONAL DRILL OPERATOR $49.90 1T 50 8P HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $47.12 1T 50 8P HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $49.48 1T 5D 8P I LOADERS, OVERHEAD (6 YD UP TO 8 YD) $50.39 1T 50 8P LOADERS, OVERHEAD (8 YD & OVER) S50.94 1T 5D 8P LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED 549.90 1T 50 8P LOCOMOTIVES, ALL $49.90 1T 5D 8P MECHANICS, ALL $50.94 1T 50 8P Page 4 1 1 230 / 254 1 1 I YAKIMA COUNTY EFFECTIVE 09 -02 -2009 *************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) I Over PREVAILING Time Holiday Note Classification WAGE Code Code Code MIXERS, ASPHALT PLANT $49.90 1T 5D 8P I MOTOR PATROL GRADER (FINISHING) $50.39 1T 50 8P MOTOR PATROL GRADER (NON- FINISHING) $49.48 1T 5D 8P MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $50.39 IT 5D 8P OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $47.12 IT 5D 8P I OPERATOR PAVEMENT BREAKER $47.12 1T 5D 8P PILEDRIVER (OTHER THAN CRANE MOUNT) $49,90 1T 5D 8P PLANT OILER (ASPHALT, CRUSHER) $49.48 1T 5D 8P I POSTHOLE DIGGER, MECHANICAL $47.12 1T 5D 8P POWER PLANT $47,12 1T 50 8P PUMPS, WATER $47.12 IT 5D 8P QUICK TOWER -NO CAB, UNDER 100 FEET IN HEIGHT BASED TO BOOM $47.12 1T 50 8P I REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $50.39 1T 5D 8P EQUIP RIGGER AND BELLMAN $47.12 iT 5D 8P ROLLAGON $50.39 1T 5D 8P ROLLER, OTHER THAN PLANT ROAD MIX $47.12 IT 5D 8P I ROLLERS, PLANTMIXOR MULTILIFT MATERIALS $49.48 1T 5D 8P ROTO -MILL, ROTO- GRINDER $49.90 1T 50 8P SAWS, CONCRETE $49.48 IT 5D 8P SCRAPERS- SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $50.39 1T 5b 8P I OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $49.48 1T 5D 8P SCRAPER -SELF PROPELLED, HARD -TAIL END DUMP, ARTICULATING $49.90 1T 50 8P OFF -ROAD EQUIPMENT (UNDER 45 YARDS) SHOTCRETE GUNITE $47.12 IT 50 8P I SLIPFORM PAVERS $50.39 1T 5D 8P SPREADER, TOPSIDER & SCREEDMAN $50.39 1T 5D 8P SUBGRADETRIMMER $49.90 1T 5D 8P TOWER BUCKET ELEVATORS $49.48 IT 5D 8P I TRACTORS, (75 HP & UNDER) $49.48 1T 5D 8P TRACTORS, (OVER 75 HP) $49.90 1T 5D 8P TRANSFER MATERIAL SERVICE MACHINE $49.90 1T 50 8P TRANSPORTERS, ALL TRACK OR TRUCK TYPE $50.39 1T 50 8P I TRENCHING MACHINES $49.48 1T 50 8P TRUCK CRANE OILER /DRIVER ( UNDER 100 TON) $49.48 IT 5D 8P TRUCK CRANE OILER /DRIVER (100 TON & OVER) $49.90 1T 5D 8P TRUCK MOUNT PORTABLE CONVEYER $49.90 1T 5D 8P I WELDER $50.39 iT 5D 8P WHEEL TRACTORS, FARMALL TYPE $47.12 IT 5D 8P YO YO PAY DOZER $49.90 1T 5D 8P POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER &WATER U (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $39.33 4A 5A SPRAY PERSON $37.24 4A 5A I TREE EQUIPMENT OPERATOR $37.85 4A 5A TREE TRIMMER $35.21 4A 5A TREE TRIMMER GROUNDPERSON $26.58 4A 5A REFRIGERATION &AIR CONDITIONING MECHANICS I MECHANIC $61.24 2V 5A Page 5 1 1 II 231 / 254 1 YAKIMA COUNTY I EFFECTIVE 09 -02 -2009 (See Benefit Code Key) Over I PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL BRICK & MARBLE MASONS I JOURNEY LEVEL $29.00 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS t JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 I RESIDENTIAL GLAZIERS JOURNEY LEVEL $22.43 1B 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $1 D.00 1 I RESIDENTIAL LABORERS JOURNEY LEVEL $8.55 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 I RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $15 56 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $34.85 1X 5A I RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO /TILE FINISHERS JOURNEY LEVEL $17.00 1 I RESIDENTIAL TERRAZZO /TILE SETTERS JOURNEY LEVEL $8.55 1 ROOFERS JOURNEY LEVEL $32.52 2P 51 USING IRRITABLE BITUMINOUS MATERIALS $35.52 2P 51 I SHEET METAL WORKERS JOURNEY LEVEL(FIELDOR SHOP) $48.01 1X 5A SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEY LEVEL $14.65 1 I SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $23.11 1N 5A ill SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $8.55 1 SPRINKLER FITTERS (FIRE PROTECTION) I JOURNEY LEVEL S46.30 1R 5Q STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 STREET AND PARKING LOT SWEEPER WORKERS I JOURNEY LEVEL $8 5 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 Page 6 1 1 232 / 254 I 1 I YAKIMA COUNTY EFFECTIVE 09 -02 -2009 ************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) I Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TELECOMMUNICATION TECHNICIANS I TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 TELEPHONE UNE CONSTRUCTION • OUTSIDE CABLE SPLICER $32.27 2B 5A HOLE DIGGER /GROUND PERSON $18.10 2B SA I INSTALLER (REPAIRER) $30.94 26 5A JOURNEY LEVEL TELEPHONE LINEPERSON $30.02 28 5A SPECIAL APPARATUS INSTALLER $32.27 2B 5A SPECIAL APPARATUS INSTALLER II $31.62 2B 5A I TELEPHONE EQUIPMENT OPERATOR (HEAVY) $32.27 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $30.02 2B 5A TELEVISION GROUND PERSON $17.18 2B 5A TELEVISION LINEPERSON /INSTALLER $22.73 2B 5A I TELEVISION, SYSTEM TECHNICIAN $27.09 2B 5A TELEVISION TECHNICIAN $24_35 26 5A TREE TRIMMER $30.02 26 5A TERRAZZO WORKERS & TILE SETTERS I JOURNEY LEVEL $30.37 1M 5A TILE, MARBLE &TERRAZZO FINISHERS FINISHER $26.29 1M 5A TRAFFIC CONTROL STRIPERS I JOURNEY LEVEL $38.90 1 K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $34.24 2G 61 DUMP TRUCK & TRAILER $34.24 2G 61 I OTHER TRUCKS $34.24 2G 61 TRANSIT MIXER $34.24 2G 61 WELL DRILLERS &IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $25.44 1 I OILER $9.20 1 WELL DRILLER $18.00 1 1 1 1 1 1 Page 7 1 1 t 233 / 254 PROPOSAL 1 To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City Of Yakima William 0. Douglas Trail Enhancement 6th Ave. - `1' St. to Naches River Pathway City Project No. 2166 / Federal Aid No. STPE- 1485(020) 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. 1 1 1 235 / 254 11 ITEM PROPOSAL BID SHEET City of Yakima 11 William 0. Douglas Trail Enhancement 6th Ave. - `I' St. to Naches River Pathway II City Project No. 2166 / Federal Aid No STPE- 1485(020) ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS I 1 1 SPCC PLAN 1 LS 1 -07.15 200. 200. co MOBILIZATION 2 1 -09.7 1 LS aL/it70D.00 g-`/.f�0a00 ii 3 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS 1 - 10.5 2 ,000,0 0 2, DO0,00 4 CLEARING AND GRUBBING 1 LS 2 1., 0 00.00 Z, 000,00 I ROADWAY EXCAVATION INCLUDING HAUL S 1395 CY 2 -03.5 moo 19,550,00 6 SAW -CUT, PER INCH DEPTH 9990 LF I 7 2 -02.5 Q Zo 1998.00 CRUSHED SURFACING BASE COURSE 1400 TON 4-04.5 ,� 5;), � 1.5 a.00• °O 8 CRUSHED SURFACING TOP COURSE FOR BARRIER POST BACKFILL 164 TON 4 -04.5 /3. 2,132,00 9 ASPHALT TREATED BASE 63 TON 4 -06.5 Jl7('D.00 1.4;300, G D HMA CL. 1/2 PG 64 -28 (COMPACTED DEPTH) I 10 5 -04.5 908 TON � A 00 7y i/�` DO 11 ADJUST MANHOLE 2 EA 7 -05.5 (100.0 $300.00 12 ADJUST VALVE BOX I 7 -05.5 5 EA 350,0 1, 750.00 13 ADJUST METER CASTING 7 -05.5 5 EA 3 50.0 i , 1 50.0c I 1 14 TOP TYPE B FOR LANDSCAPE STRIP - 2 FT DEPTH 8 -02.5 221 CY //, 00 2, .00 15 DWARF BOXWOODS - 2 GALLON SIZE, IN PLACE 430 EA 8 -02.5 Z 5 .0 10, 750. I 1 16 IRRIGATION SYSTEM 1 LS 8 -03.5 /f. / 1,000.00 17 CEMENT CONCRETE EXTRUDED CURB 202 LF 8 -04.5 /0.0 2.,0 '10,00 It 18 CABLE BARRIER, IN PLACE 1682 LF 8 -11.5 /q,00 31.95$,00 CHAIN LINK FENCE with TOP RAIL TYPE 1 I 19 8 -12.5 360 LF 24,00 $,(0(10,00 I 20 DOUBLE 14 FT. CHAIN LINK GATE 1 EA 8 -12.5 1, / 00.00 1, 100.00 21 END, GATE, CORNER, AND PULL POST FOR CHAIrI LINK FENCE 8 -12.5 5 EA 270.00 1, 350, I 22 MAILBOX SUPPORT, TYPE 2 9 EA 8 -18.5 320,00 2,$$0.00 REPAIR OR REPLACEMENT 1 FA $10,000.00 $10,000.00 I I 23 8 -30.5 24 REMOVING UTILITY POLE 15 EA 8 -31.5 300.00 9,5 00,00 25 UTILITY POLE 2 EA I J 8 31.5 /, 350.00 2,100,00 26 REMOVING TROLLEY SUSPENSION CABLE 660 LF 8 - 32.5 3. /, 990.00 ' 820 ii, 2 7 � 8 -32.5 ROLLEY SUSPENSION CABLE LF - Loo 5.7(10.00 _ TOTAL a5-9 j bS, 00 IF ..., 237 / 254 4 min BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, or cash in the amount of $ which amount is not less than five percent of the total bid. Sign Here i BID BOND it KNOW ALL MEN BY THESE PRESENTS: That we, Belsaas and Smith Construction, Inc. as principal, and 01/ Travelers Casualty & Surety Company of EA.,rety, are held and firmly bound unto the City of Yakima, as Obligee, In the penal sum of Five percent of n i- 1 r rl Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, Jointly ili and severally, by these presents. The condition of this obligation is such that If the Obligee shalt make any award to the Principal 01 f or Willia O. Douglas Trail Enhancemen according to the terms of the pr4bWrtir by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee In accordance with the terms of sald 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 Oil to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, than this obllgatlon shall be null and vold; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. lam Ili SIGNED, SEALED AND DATED THIS 28 DAY OF January 20 10 �S avelers Casu clpah IP ' t p uret Company of America /.h4 A. _ 01 Surety .nna . Mar Inez Attorney -i - , 20 Received return of deposit In the sum of $ 0 0 , . .._ _ „ ., , _ ,. ,, e , _, , , . _ le , ei i i i. ___.__. I T WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELER Farmington Casualty Company St. Paul Mercury Insurance Company I Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company 1 1 Attorney -In Fact No. 218701 Certificate No. 0 0 3 1 4 1 4 3 7 KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance I Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, 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 I (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Donna S. Martinez, Kenneth J. Frick, and Alex B. Hodge 1 I of the City of Yakima , State of Washington , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of 1 contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. I IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 21St day of July 2009 Farmington Casualty Company St. Paul Mercury Insurance Company I Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company I St. Paul Guardian Insurance Company G I.s U,,, . 1'4 i0' FIRE 4 ��N- �� 1NSU PI TY AN „ A N Y,�' l ' O ' ..9 J P .......... 9 to, s A A 0 2 t, O P� r L g i' � '4 j 0 i ` V✓ , ..„,,,,,m,„.„, ft'p:Z ; ;s {,+?"�:' aPORAl ��1^T U `� `[, 4�I ∎ 5 • S 0 �t y9 /! Pgt4TED m �i m IW'c0 fs t I 1982 o E � 0..r �; - -- < `J D y.95 Ilk` �t SE$L �` +SEAL'' W c o � P m lass � " r 1 . .,� ti 'E , �o ;;7'. .p s• r �y .. ).0 d *� k'M"�' . .. G rSpMN I v :.. da `r �s or 1 �! r r �+ Atlle " � ,. State of Connecticut By: err = —� City of Hartford ss. Georg Thompson, senior ice President I On this the 21St day of July 2009 , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, I Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 1 G.7tr In Witness Whereof, I hereunto set my hand and official seal. t ∎ w� 1. My Commission expires the 30th day of June, 2011. ke:Utra° Marie C. Tetreault, Notary Public 1 et 58440 -4 -09 Printed in U.S.A. I WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER I This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company. Fidelit and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company. Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect. reading as follows: t RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President. the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the ;' Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is , FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman. any Executive Vice President. any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal. if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is c, FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary. and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof. and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing t 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 have hereunto set my hand and affixed the seals of said Companies this 28 day of January , 20 1 O. I Kori M. Johann Assistant Secretary a ' 1 '41! G AS U,� TM `; ri Ir ,,.. EInl ; , s , ‘*N...NgG\ S Jp .TY 4 N0 epe _ L f ppYOp `� ` ' ' f4 y {;. . }.1:,.!."...z.,,,,. : . P aL , N a su44 .4 01 A,y0 V t� n N' P$ NPOR 7 G, 'r I m: �t 4)e P. pPORA >':�1 CONPOIWT4) m / W lco f ; I �� i 1977 1 n.� ? t z: NaarFORO tuoa "mac 195 I S E AL , C?: ; �;, CONN. CONK. Y N 1 896 < W y '''' '' '' .44„, ‘ i o mi 1 r d : SEAL , !D y o Y y . 1,'' ! � � e, 4 s c ''' ...... : �o '' d s ar 3 � �' �tly AMt �� o A ' fSwrN� S .. ..:'d b aN + f v7 To verify the authenticity of this Power of Attorney. call 1- 800 -421 -3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the .' above -named individuals and the details of the bond to which the power is attached. 1 1 - 1 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER I — NON - COLLUSION DECLARATION 1, 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: t 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in ' restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS ' To report bid rigging activities call: I - 800 - 424 -9071 ' The U.S. Department of Transportation (USDOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of 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. t r 1 1 1 1 1 1 1 241 / 254 r NON - DISCRIMINATION PROVISION 1 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. 1 *(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." 1 1 242 / 254 1 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 d escribed 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. 1 Subcontractor Name v1 0o, -L's Guscretc , ( N G • 1 Item Numbers E crRtcAt- - 2.4 , 2 -5 , 2-6 ,z. i Subcontractor Name Item Numbers i Subcontractor Name Item Numbers Subcontractor Name i Item Numbers Subcontractor Name i Item Numbers t1 Bid Items to be performed by the Prime Contractor: ( / Z 6 ! - 7 22 2 ) i Prime Contractor Name RELS441 Di-s m.y /H C NS7i2W Item Numbers /, 2 , 3 , N, 3, t :7 7 , 9, it , r t 1 t K r t'-I , t 7 , ZZ, 2 3, 11 Li II li 243 / 254 RESOLUTION NO. D` 4 8 1 6 1 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 .�?�'L!t day of ic,�.c�- , 1983. '( A. °Mt/NW-JO-4 Mayor ATTEST: • ' City Clerk 1 245 / 254 AFFIRMATIVE ACTION PLAN 1 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 1 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 such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. 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. 246 / 254 ' h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. 1 i. The contractor shall validate all man specifications; selection requirements, tests, etc. 1 j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on- the -job training opportunities and participate and assist in any ' association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. 1 I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a ' discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non - segregated. ' o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. ' p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. ' q. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without ' regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive ' referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. 1 1 1 1 1 1 1 247 / 254 1 BIDDERS CERTIFICATION 1 A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract 1 1 and; 1 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: 1 and; 1 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. 1 (Signature of Authorized Representative of Bidder) 1 1 1 1 1 248 / 254 1 1 f i! 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: o f ......_.;._,..7 ti-c 1 ii., r T� rJrT.2 .4/ , 7 certifies that: (BIDDER) I I 1. It intends to use the following listed construction trades in the work under the contract 1 I 6 el'o+Poterar O PF2.ATVQg , L A B rnQ -E+a-S . TR00< 'pal VEv2S . i I and; I as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts I i 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, �I 1 those trades being: U ! G ox, cPrviE,N r- car Ewa -rcmeS , L.+ e a2e-R..s t � e ar cic oiz t vC-,e g I I l 1 and; I 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to 9 g YP the award of any sub - contract under this contract the Subcontractor Certification required by these Bid I Conditions. 1 1 (Signature of Authorized Representative of Bidder) I 1 I 1 II 1 1 11 1 II 248 / 254 1 CTORS CERTIFICATION SUBCONTRACTORS � 1 Subcontractors' Certification is not required at the time of bid. This Certification must be completed by each I , subcontractor prior to award of any subcontract. 1 I certifies that: I I (SUBCONTRACTOR) i 1 1. It intends to use the following listed construction trades in the work under the subcontract I 0 1 and; i As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts I 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: 1 1 and; 1 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. :II 1 (Signature of Authorized Representative of Subcontractor) i 0 1 1 I 249 / 254 I SUBCONTRACTORS CERTIFICATION 1 Subcontractors' Certification is not required at the time of bid. This Certification must be completed by each I subcontractor prior to award of any subcontract. I c (SUBCONTRACTOR) certifies that: 1 1. It intends to use the following listed construction trades in the work under the subcontract 1 1 and As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts I 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: 1 I and; I 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. 1 (Signature of Authorized Representative of Subcontractor) I 1 1 1 1 1 I 249 / 254 1 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 will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. 111 Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or Subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. 250 / 254 1 PROPOSAL William 0. Douglas Trail Enhancement 6th Ave. - `1' St. to Naches River Pathway City Project No. 2166 / Federal Aid No. STPE- 1485(020) T he 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 if CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND p IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) / , & 0 SIGNATURE OF AUTHORIZED OFFICIAL(s) aoQOSP��� A�yq - A/ .t1 S� . /1�,��5 P FIRM NAME ,Ae.S,71 1 GaAlsT2UGT7Z3ti (ADDRESS) /636- yk ✓4li,. SorrE. c. C I 509- 925-9147 /7, A,5R cJ12> LV A a9 a-,i PHONE NUMBER 1 STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER B - e.5. -5r c ) FEDERAL ID No. 1 ' / 1 1 10 151 SI 71 ` 1 y WA STATE EMPLOYMENT SECURITY REFERENCE NO. 4 /460 - ? CO II 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. F 251 / 254 79 60 a : ELS A P.O. BOX 926 ELLENSBURG, WA 98926 509.925.9747 • FAX 509.962.3031 t o NT ...1 Construction, W""o ' BELSASCO330H ' EVIDENCE OF AUHORITY TO SIGN Belsaas & Smith Construction is a corporation duly organized under the laws of the State of Washington ' and that the corporation does hereby acknowledge, constitute and appoint; Russ Belsaas known to be President, Brandon Drexler known to be Vice President and Bryan Nelson known to be Secretary and Treasurer of corporation in the City of Ellensburg, State of Washington, their true and lawful officers each in their separate capacity, to sign, execute, seal and acknowledge any and all bid bonds, performance bonds, bid documents, contract documents obligatory in the nature thereof ' on behalf of the Corporation in their business of guaranteeing the performance of bidding contracts, contracts, bid bonds, performance bonds and related undertakings required in the nature of procuring contracts. Russ Belsaas, President Brandon Drexler, Vice President Bryan Nelson, Secretary and Treasurer 1 IN WITNESS THEREOF, the Corporation has caused this instrument to be signed and their corporate seal to be hereto affixed this / 3 T' day of €"t,,c , Faye, ' BELSAAS & SMITH CONSTRUCTION, INC. a State of Washington County of Kittitas ss: On this / 5 r day of ,o/O /D , before me personally appeared Russ Belsaas known to me as President, Brandon Dr ler known to me as Vice President and Bryan Nelson known to 1 me as Secretary and Treasurer all of Belsaas & Smith Construction, Inc. and that they as such, being authorized to do so, execute the foregoing instrument for the purpose therein contained by signing on ' behalf of the corporation as duly authorized officers. IN WITNESS WHEREOF, I hereunto set my hand and official seal as a Notary Public in and for the State of Washington. 1 , Pamela Hillemann, Notary Public r4 t y & o NOT Ag y m I Z 1 My Commission expires the / T ' ' ` day of a i i / r i , e,20/3 = U P j c rn S ,900 6. VAS ' ///i /# 1. 7, WASH % 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. 111 B. BID BOND ACCOMPANYING BID This Bid Bond 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. ' C. SUBCONTRACTOR LIST Failure to provide this information at the time of the bid, for trades other than those listed at the top of the form, WILL NOT render the bid non - responsive. ' D. BIDDER'S CERTIFICATION E. PROPOSAL SIGNATURE SHEET ' Must be filled in and signed by the bidder. F. 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. 1 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. ' D. DOT Form 420 - 004EF Refer to Required Contract Provisions Federal -Aid Construction Contracts FHWA -1273. • 1 ' 253 / 254 I NOTE JOINTS MAY BE FORMED DURING I 12" 12" 10' - 0" INSTALLATION USING A RIGID DIVIDER OR BE TWEEN JOINTS (TYp,) SAW CUT AFTER CONCRETE CURES TO MINIMUM STRENGTH. 12" 12" I ali M__ �� i # 3 BARS (TYP) EXTRUDED CURB i ? I a 10" TAPER 12" 1 TO ZERO I 2 1/2" —64— 5" — 2 1/2" 1/2" R 1/2" R r` ■40.1111, EXPANSION JOINT 1 1 " R % 1..R� —in ° 36" #3 REBAR @ 10' O.C. 1 : ti'; ; , yw. CURB TERMINAL END I CEMENT CONCRETE EXTRUDED CURB FLOW I LINE 25" 11" 1/2" R 1/2" R —\\ 1 9/16" 1 FLOW •° ' °•'' i� LINE , . °,:, •' a: 1 /2 "R- 16 "R 1 1/2" R i CEMENT CONCRETE VALLEY GUTTER 1 [.., 13" 11" ...]''} I CEMENT CONCRETE ROLLED CURB NOTES: I 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. I 2. EXCAVATION LIMITS ARE 6" BEHIND AND 6" IN FRONT FOR REMOVING AND REPLACING EXISTING CURB & GUTTER. 3. ROLLED CURB MAY BE PERMITTED ALONG RESIDENTIAL ROADWAYS I ONLY AND MUST BE APPROVED BY THE CITY ENGINEER. or YA City Of Yakima 4 Y City of Yakima - Standard Detail ` g; Engineering Division '� % � • �' CEMENT CONCRETE CURB R1 129 North Second Street I ` +•. - Yakima, Washington NOT TO SCALE Revision 11 -2008 1 EXISTING PAVEMENT - DEPTH VARIES APPLY CSS -1 & SAND TO SEAL THE SURFACE JOINTS. 1 _ ASPHALT CONCRETE PATCH CSS -1 TO EDGES OF REPAIR SECTION AND TO if LIMITS SURFACE OF CONCRETE, IF OVERLAYED. 1.0' EXCAVATION 1.0' 1.0' LINE (MIN) y lC ' li y am% ALTERNATE BACK SLOPE AT CONTRACTORS ' � � - OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA II HMA CL. 1/2" PG 64 -28 @ 1.5 TIMES DEPTH OF EXISTING ASPHALT. 0.25' MIN. (COMPACTED DEPTH in 2 EQUAL LIFTS) 0.5' CSBC (COMPACTED DEPTH) 1 ASPHALT CONCRETE SURFACING EXISTING SURFACE - DEPTH VARIES I _ GRAVEL SURFACE _ PATCH LIMITS _ 1.0' EXCAVATION 1.0' 1.0' LINE (MIN) 1 .r N� w MUM= 1 ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 0.17' CSTC (COMPACTED DEPTH) I GRAVEL SURFACING I _ UNSURFACED AREAS _ EXISTING PATCH LIMITS GROUND _ 1.0' EXCAVATION 1.0' 1.0' LINE (MIN) ' y am' . + + • + + + + + + + + + + • + + + WO + + + + + • + + + + + + + + + + + + + + + • + + + + • + - + + + + + '4 y i ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA I 1.0' MIN. (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS OVER 2 INCH. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS I NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. I 2. CONTRACTOR SHALL BE AWARE THAT GEO- TEXTILE - FABRIC MAYBE REQUIRED BY THE ENGINEER IN CERTAIN APPLICATIONS. 1 ' fop City Of Yakima City of Yakima - Standard Detail is,` g Engineering Division !� %��� 129 North Second Street TYPICAL SURFACING R7 I +•. Yakima, Washington NOT TO SCALE Revision 11 -2008 1 1 1 1 CLASS 3000 CEMENT 1 1/2" CLASS "G" ASPHALT CONCRETE FULL DEPTH 1 OF SECTION LESS 1 1/2" 12" ASPHALT PAVEMENT I IIMEMENIr LC SUBGRADE _ '\ 'ee �� �. SUBGRADE BASE ; OO'e� \ DRY PACK ALL JOINTS ' Alf \ AND VOIDS 1e� k SMOOTH INSIDE BARREL S3 MANHOLE ADJUSTMENT DETAIL NTS City of Yakima — Engineering Division 1 1 1 1 1 APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I MANHOLE ADJUSTMENT I S3 1 1 1 CAST IRON LID 1 FINISHED GRADE --id z ' �- UPPER SECTION SLIDING TYPE ' � C.I. VALVE BOX (RICH MODEL 940 —B, 18 INCHES HIGH) t 1 GATE OR BUTTERFLY LOWER SECTION (RICH MODEL R -36, 1 VALVE (GATE VALVE SHOWN) 36 INCHES HIGH) • 1 111 1 NOTES 011 1 1. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE BOX. (RICH MODEL 044, 12 INCHES HIGH) 1 2. VALVE SIZE AND ENDS AS SPECIFIED OR INDICATED ON THE PLANS. 1 C WATER VALVE BOX S City of Yakima — Engineering Division 1 1 1 1 APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I WATER VALVE BOX I W2 1 1 SEE DETAIL R24 FOR TRENCH PATCHING EXCAVATION LIMIT % ► —� • 18" N. . OVER Ow.- 18" ■ 0 24" I.D. = C) CO I --.1 12" UP TO 12" Z __ 24" I.D. _ ► m I • COMPACTED BACK FILL • BEDDING MATERIAL SHALL I • MEET THE REQUIREMENTS O OF CLASS 'C' PER SECTION F 9 -03.18 UNLESS THE ENGINEER ° c' O DETERMINES THAT CONDITIONS 1 O O >, REQUIRE ANOTHER CLASS. O = ° $ N o�° 0 UNDISTURBED EARTH 1 NOTES 1. ACTUAL SLOPE OF TRENCH SIDES TO BE DETERMINED BY THE I CONTRACTOR TO FIT THE METHOD OF CONSTRUCTION AND ALL SAFETY REQUIREMENTS. 2. MECHANICAL COMPACTION SHALL BE REQUIRED FOR ALL TRENCHES. 1 W3 TYPICAL TRENCH SECTION 1 NTS City of Yakima — Engineering Division 1 1 I APPROVED: 4 -18 -02 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL TRENCH SECTION I W3 1 1 1 30" OPENING - e < 00 1 e ' DDCA'S MAY BE SINGLE OR PARALLEL w INSTALLATIONS RANGING IN SIZE FROM 0 I 2 1/2" THROUGH 10 ". THE SIZE OF THE VAULT IS DETERMINED BY THE DDCA CONFIGURATION USED. m 1 4 In Z in •. 1 , n , , A. , , I fl _J [ - ti '-<- V [ I BRASS PIPING 14.,...0.440.11.4. BRASS PIPING 1 BALL VALVE BALL VALVE L 1 3/4 DOUBLE OPEN BOTTOM CHECK VALVE 5/8 x 3/4 METER READ —OUT IN ft 1 12' —O" x 6' -9" _ OR 8' —O" x 5' -2" 1 � Wit INSTALL REQUIREMENTS FOR DDCA'S I NTS City of Yakima — Engineering Division 1 1 1 I APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I INSTALL REQ. FOR DDCA'S I W12 1 1 1 CITY OF YAKIMA STANDARD METER I COVER & RING FURNISHED BY THE ANGLE METER ADAPTER CITY AT CONTRACTORS EXPENSE / FINISHED GROUND 36" x 18" DIA. WHITE 1 1/2" THICK EXTRUDED 80 PIP RISER POLYSTYRENE INSULATION BOARD W/ HOLE TO READ / �������� -a M METER ANGLE BALL VALVE •1i1 le% 1 ALL BACKFILL MATERIALS SHALL BE COMPACTED PRIOR ? 1 TO SETTING THE METER TILE 1 In • N I 2 "x8 "x16" PATIO BLOCK (TYP) {J I LJ DIELECTRIC COUPLING REQUIRED WHEN USING 16 GAUGE INSULATED SOLID METALLIC PIPE COPPER TRACING WIRE STRAPPED I TO CROSS LINKED POLYETHYLENE & CONNECT TO CORP. COCK I!III!I! WHEN USING CROSS LINKED POLYETHYLENE, ATTACH PIPE TO 5' 5' OUT LEG REQUIRED W/ FITTING METAL POST W/ NYLON ZIP —TIES. 1 NOTES 1 1. USE CROSS LINKED POLYETHYLENE OR TYPE K COPPER 2. WHEN USING CROSS LINKED POLYETHYLENE A BENDING SUPPORT MUST BE USED AT ALL 90' BENDS I 3. WHEN USING CROSS LINKED POLYETHYLENE AN INTERNAL TUBING STIFFENER MUST BE USED ON ALL FITTINGS 4. ALL BENDS TO BE MADE WITH COPPER TUBING BENDER 1 W14 5/8", 3/4" & 1" METER INSTALLATION I NTS City of Yakima — Engineering Division 1 1 I APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL 15/8 ", 3/4" & 1" METER INSTALL I W14 1 1 STRAIGHT METER ADAPTER PLASTIC IRRIGATION BOX 1 6" AMETEK LID ' N i 3/ METER 2 A c TO DCVA-0-- ' 6" PVC PIPE ' FIPxSLIP PVC COUPLING ANGLE BALL VALVE 1 STRAIGHT CURB STOP CURB STOP METER x PJ STOP /WASTE PJxFIP 1 - ~ - FLOW —� —r 1 90' MIPxPJ ELBOW 1 COPPER OR CROSS LINKED POLYETHYLENE NOTE ' 1. ALL FITTINGS ARE TO BE BRASS. 1 W17 3/4" & 2" IRRIGATION METER SET NTS City of Yakima — Engineering Division 1 1 1 APPROVED: 7.9.99 CITY OF YAKIMA - STANDARD DETAIL I 3/4" & 2" IRRIG. METER SET I W17 1 I - ! - ME NM - - - - - M - - - - NM MN MI NOTES =LONGITUDINAL BUFFER SPACE = B 1. A Protective Vehicle is recommended regardless if a Tnxic Mounted Attenuator = POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 85 (TMA) IS available; a work vehicle may be used. When no TMA is used, the D LENGTH B (FEET) 155 200 250 305 360 425 495 570 645 Protective Vehicle shall be strategically located to shield workers, with no co L specific Roll-.head distance. w w BUFFER DATA 2. Night work requires additional roadway lighting at flagging stations. See WSDOT Standard Specifications for additional details. 1 END ROAD WORKI G20-2A TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) 3. Extend Channelizing Device taper across shoulder - recommended. *q JJJ OR VEHICLE TYPE LOADED WEIGHT 0 / DOWNSTREAM TAPER 4. Sign sequence is the same for both directions of travel on the roadway. \'‘ TO SHOW END OF WORK 4 YARD DUMP TRUCK MINIMUM WEIGHT 15,000 LBS. AREA -SEE NOTE 5 SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE Device S aci to r IN ACCORDANCE WITH MANU- pe Option shall be 2D� O.C. FLAT BED ETC. FACTURER RECOMMENDATION) 0. For signs size refer to Manual on Uniform Traffic Control Devices (MUTCD) ROLL AHEAD STOPPING DIS 5. Channelain g p ng for the downstream TANCE = 30 FEET MIN. and WSDOT Sign Fabrication Manual M55-05. �i (DRY PAUMED) SIGN SPACING = X (1) ��' RURAL HIGHWAYS RURAL ROADS 60 / 85 MPH 600 3 �.. I El 45 / 55 MPH 500' 5 , :. I , RURAL ROADS A URBAN ARTERIALS 35 / 40 MPH 350' 5 G20-2A , : . RURAL ROADS, URBAN ARTERIALS, I ( �. I END %.:� A RESIDENTIAL 8 BUSINESS DISTRICTS 25/ 30 MPH 200' 3 (2) ROAD WORK � ∎..0& URBAN STREETS 25 MPH OR LESS 100' t (2) \,., B , � 4 , ? ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERYNSE /./ /�� � % \ 4 , 40 N20-7A � eFS (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RI RAMPS, AT -GRADE INTERSECTIONS, AND DVEWAYS. \, + V 20-78 - OPTIONAL IF POSTED (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ' � . e e �ti � BE SPEED 40 MPH OR LESS ROADWAY CONDITIONS. 4 4 PREPARED + TO STOP FOR LOCAL AGENCY USE ONLY W20-7A �� vvzaa NOT FOR USE ON STATE ROUTES \ + \ ONE LANE \ q + AHEAD W20 J. T ?4 / ROAD BO $' o4 WASy �q4i 11 t c . 4 BE \ �1 WORK ' p PREPARED AHEAD R $ ai \ esu ,/ TO 8TOP PED \ROAD SPEED 40 MPH OR LESS \ 'ONAL w20-4 ' 'EXPIRES AUGUST 9, 2007 S K\ LANE CLOSURE 0-1 LEGEND WITH FLAGGER CONTROL STANDARD PLAN K- 20.40 -00 FLAGGING STATION SHEET 1 OF 1 SHEET N SIGN LOCATION APPROVED FOR PUBLICATION D D g CHANNEL ZING DEVICES Ken L SmKh 02-15-07 ODIN PROTECTIVE VEHICLE - RECOMMENDED 4W STATE DEMOS aDnmt ore T Washington Polo DopohnoM of Transportation 1111111 11.1111.11111111111111111.111111111111111.11111.11.111111111111.1111111111111 F 1000' MAX END, GATE, OR I 10 MAX' J LINE POST- TWISTED, BARBED I PULL POST - CORNER POST 1 BRACE POST SPACED a 10 MAX. BRACE POST SELVAGE SPACED a 1000 MAX. TOP RAIL BRACE POST SLEEVE 1 NOTES It: ' 1. All concrete post bases shall be 10" I.�;•' F ABRIC BAND .4 S I B - minimum diameter. b w I x :1 I 5 2. Tension wire shall be I aced within :;:; TRUSS ROD rc : o TRUSS ROD {;� p the limits of the first full fabric weave. O ti 0 3. Details are illustrative and shall n ':• Deta a ustre ve a d s a not •1 - -- • - - -- • ------ - - - - -- -- limit hardware design or post selection v. riaay...vVivra.rvVr• /rr• 7 I vvvr•r.7VVZvf /•ivvVYVW ;• /V. /v. /v 'WVK /v• /•iW OF any particular fence type. TENSION WARE . • b CHAIN LINK N KNUCKLED SELVAGE FENCE FABRIC N 17 CONCRETE - CLASS 3000 TYPE 1 1000 MAX. END, GATE, OR 1 10 MAX. ..1 KNUCKLED I PULL POST - CORNER POST i LINE POST - BRACE POST SELVAGE SPACED a 1000 MAX. i TOP RAIL BRACE POST SPACED a 10 MAX SLEEVE •,:�, O •••••• ��•3i .•:•:•' STRETCHER BAR " 1-11 'r,;: : POST ill., Ist4.4.� { b • FABRIC BAND ♦ ::::$ ?1*: U I • iii,„/ FABRIC FABRIC D AB C BAN .. ' _ `� ' ;; ' / � % � ; .� ' . `; w r . ��: :$ ` ire � ` �`�.\ � � � �. . ` �: �.; e� V ;`'`; ` "'`� , `i'`` • •� / • •••�,- �� • • / / •, SPACEDIS" ( • __ TENSION WIRE �� CHAIN LINK KNUCKLED SELVAGE FENCE FABRIC CONCRETE - CLASS 3000 TYPE 6 � POST AND RAIL SPECIFICATIONS 3 12 " PIPE ROLL FORMED H - COLUMN I �" �{ 1 1 /4" METHOD OF FASTENING MEMBER • STRETCHER BAR TO POST NOM- SITE SECTION WEIGHT WEIGHT I E 6 (SHOWN FOR ROUND POST (SCH. 40) 013M) RA � lS �J \ r END, CORNER, OR PULL POST 2 12" DIAM. O 5.10 \ \ \\ , n — LINE OR BRACE POST 2" DIAM. © 2.40 3.2e 1 _ FENCE LINE 11 BRACE OR TOP RAIL 1 1/4" DIAM. © 1.3 \\ 5 \ \ \� \ \ FABRIC SIDES O O O H - COLUMN CHAIN LINK FENC TOP RAIL E - GATE POST 3 1/2' DIAM. � \� \ \ \ FILE NAME S: \Design R P5 S \4- Stondords\2 -Peon Sheet library \D7 -Fence & Screen FS)\FS- 2\FS -4.ogn PLOTI TIME 2:14:17 PM K g!" s".' FED.AID PROJ.NO. eals DATE 3/2B/2007 10 PLOTTED BY berensb _ 10 MASH �/_ li DESIGNED BY i° - sm. ENTERED BY LISA CYFORD Washington State CHECKED BY — CP.. , M. ,:.+Iv w. Department ment of of Tmnsportafion . PROJ. ENGR. _ ,,,,t ",., CHAIN LINK FENCE DETAILS ,,,,,,: REGIONAL ADM. REVISION DATE BY_ _ ..e. s,.+w. /A. s,... SW = IIIIII 111111 NM I 1111111 I 11.11 OM MO MO ME NM OM 11111111 MN MAILBOX - SIZE 1, 1A OR 2 NOTES 3 STT D. . PLAN H- 70.10, , SHEET (SIZE 1A SHOWN)10 S IEET 2, TABLE, 1. The anchoring system shall meet NCHRP 350 crash test criteria. Use a socket FOR DIMENSIONS) and wedge system, or the anchoring system supplied by or recommended by the Type 2 Support manufacturer. m 2. A maximum of 5 mailboxes may be installed on a Type 2 Support. 1 3. The Platform design shown in this plan is detailed in the PLATFORM DETAIL, g 3/18" • 1" PHILLPS HEAD SCREW, Standard Plan H- 70.10, Sheet 2. The design features slots that accomodate 2 WASHERS, AND LOCK NUT several types of mailbox supports; only those slots necessary for assembling the WITH NYLON INSERT (TYP.) 0 . �J SNOW GUARD -WHEN REQUIRED this bein tform installed design. 8re Ad wired. platfo ed rm usteble s must fR letfortn the 1 7m/8" a M Cl be u sed amp. in lieu of MIN. - 4 SETS MIN. type pla 9 justable ) P Y '' II (sEE DETAIL SHEET z) . 5- $ 1(, 4. Center the mailbox on the platform to ensure space for the mailbox door to open • o /� 11 I 0°00 v 0 1 f and to allow space for installing the fasteners (See ALIGNMENT DETAIL). • �` Op i i Spacing of mailbox mounting holes varies among manufacturers. Attachment of I O O p 00 p p O i (� the mailbox to the platform may require drilling additional holes through the • ADDITIONAL WASHERS 1 p00p 0 00 O 0 0 0 0 p 0 0p0 I 0 ( ' -AS REQUIRED TO • - i� 0 0 00 Op D 0 1 0 0 0 00 Op mailbox to fit the platform. • C Flu Owl , O � , ,, � . m r '�O 4 ∎ 0 0 � 0� . p 4 0 9 0V� 7 0 0 00 00 p 0 0 5. Attach a newspaper box to a Type 2 Support with two 1 7/8" Muffler Clamps • �: `� 0 ,Op 0 U 0 apart. r \ � spaced 4" p a Field drill 7/16" holes in the newspaper 5' s.. i 0 00 r0��040U0(�0ppO0p0C s 0 boxes must nat extend beyond the front of the mailbobo per box to fit. Newspaper when the mailtwx door eilt. 41 0 •1 7. 11 ....,".■ ... ' 1 i i i p 0 0 is dosed. e i ''' 401; O 0 \\ PLATFORM - SEE NOTE 3 1)•9/ q O � MAILBOX, PLATFORM MAN 1 7I8" MUFFLER CLAMP & SUPPORT �� I IV • I 2 A HER A � 2 WASHERS AND 2 LOCK NUTS (TYP.) MAILBOX 4416 © f CH, PAS `- MAILBOX MOUNTING HOLE (TYP.) 4� OF WA9 C O 11 SPACE PROVIDED ON BOTH ENDS TO ALLOW ACCESS TO E_ /0 ¢ F (SEE NOTE 4) � Z.- PLATFORM . \ o ar t k �O 4s O �tl y 1. - � E ss FD TS Tt v- � G ti� ltil TYPE 2 MAILBOX SUPPORT „ 7 pNAL � ' NEWSPAPER BOX (SEE STD. SPEC. 9-32.7) k 2.7) I EXPIRES JUNE 19. 2008 I € h 19 - SEE NOTE 5 ALIGNMENT DETAIL SEE NOTE 4 MAILBOX SUPPORT TYPE 2 STANDARD PLAN H- 70.20 -00 ASSEMBLY DETAIL SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 11l 09 -05-07 87/11E DM. EMOMIBER arE 171 ........ w°• Department of T'°°P°'IVlio" MI 1111. 111111 1111111 ME E MN MO E 111111 Mil ME E 1111111 1111. MO E IIIIIII NM VARIABLE I VARIABLE _ VARIABLE 0 TO 17 I I 0" TO 17 EDGE OF SHOULDER FACE OF CURB BACK OF SIDEWALK OR TURNOUT ( i. - Z� - 1 . - 8. < ---------._ 1I8 V (TYP.) 1" • 1" • 1/8" ANGLE ANGLE IRON 'K r CURB TYPE In 00000°OOOOOOO orko movoO movo� VARIES SIDEWALK 000000000000000000000000000000( 0000000000000 00000000000000 00 0 112- RAISED in 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 METAL ANDED ys=r e �sf §{ �r�•r� � er��i�' �r�•r�•r�o •r�•r�•r�•r ME \ .� �� \ \ \ ry .„�, i f . \ \ 0 000000000000000000000000000000 ,\�\ \� \r` �r OOOOOOOOO000000000000000000000C ` pppppppp ppppp�pppppppppppppp r 1IB r 1 - AT EDGE OF BEHIND CURB BEHIND SIDEWALK O4/)O(1of1 nvAA@AA AAAOAl16AA n v SHOULDER .Er" n `ty \. L * UNLESS OTHERIMSE SHOWN IN THE PLANS 12" RAISED J MAILBOX PLACEMENT SECTIONS EXPANDED METAL SECT)ON OA MUFFLER CLAMP FRONT VIEW 7/18' DAM. (TYP.) 1 1/4' 1 1/4" 1 1 C l N N N W W W W BOTTOM VIEW SNOW GUARD DETAIL F 4' - 3" MIN. 4' - 3" MIN. 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Mpmtmont of Trmaparlollwn 1 1 1 1 1 1 ROADWAY WORK TO BE DONE UNDER SEPARATE CITY CONTRACT 30' R/W 30' R/W 10' 2: 16' _ 10' PATHWAY (VARIES) 2% — — 1% J 1% I 1 COMPACTED SUBGRADE SEE PROJECT DETAIL FOR 0.17' HMA CL. 1/2 PG 64 -28 (COMPACTED DEPTH) EXISTING RAILROAD TRACKS PATHWAY TYPE 1 AND TYPE 2 FOR ADDITIONAL DETAIL. SLOPE CAN 0.33' ATB (COMPACTED DEPTH) VARY DEPENDING ON EXISTING ' GRADE. 0.50' CSBC (COMPACTED DEPTH) ROADWAY WORK TO BE 6 "x8 "x72" WOOD GUARD POST AND DONE UNDER SEPARATE – CABLE. SEE PROJECT DETAIL CITY CONTRACT TYPICAL PATHWAY /ROADWAY SECTION 1 1 1 1 1 op City Of Yakima City of Yakima - Project Detail ` d. Engineering Division '�w Typical Pathway /Roadway Section P1 129 North Second Street Yakima, Washington NOT TO SCALE Revision 3 -2009 1 1 I 6" 3/4" WIRE ROPE. CABLE TO BE FASTENED AS TO ALLOW SOME 5/16" x 6 -1/2" x 2" x 1" x 1" SLIPAGE EXCEPT FOR ENDS WHICH ‘ i ROUND BND HOOK BOLT ARE TO BE TIGHTENED AND AN 1 / I I APPROVED CABLE END BE v I ' INSTALLED. I — • ; _ 6" x 8" x 72" (NOM) IT il,,, -/ WSDOT TIMBER POST. I o 0 I M w 8 „ H 1" 4" DEPTH TOP O 1 „_ SOIL TYPE B. ! w ' ' 1 ( PATHWAY IIIII i i AIM k r J .11 ` I ` I ! / r: �z� H ; , i ' POST TO BE PLACED WITH COMPACTED ° 0 ?; iffit=riN CRUSHED SURFACING TOP COURSE iVii” 1 - `' o_ AROUND POST TO WITHIN 4" OF FINISHED -.f —f- D .`` / / I m I GRADE. -47i l / if:Va "v I DRIP IRRIGATION: 2' -0" A DRIP IRRIGATION SYSTEM IS TO BE DESIGNED AND APPROVED PRIOR TO INSTALLATION BY A QUALIFIED IRRIGATION DESIGNER WITH A MINIMUM I DELIVERY OF 4 GALLONS PER WEEK FOR EACH PLANT. THE IRRIGATION SYSTEM SHALL BE FULLY AUTOMATED AND SHALL HAVE THE CONTROLLERS SECTION A AND VALVES IN AN APPROVED, BURIED IRRIGATION BOXES WITH ALL ELECTRICAL EITHER DIRECT BURY RATED OR IN CONDUIT AND MARKED WITH LOCATOR TAPE 6" ABOVE RUNS. 2' -0" 4' -0" 2' -0" A r illIPI" • M� , � , , u v, iir��iiiiiiii milli_„_..__ iiiiiiiiiiii_ ,--����'/'�; , ,,,,„ I ENGLISH ' i � i I BOXWOOD :;� ! : ..•' T, „` ENGLISH ®.- �, I i ®,i46.\!” ... • B OXWOOD .rt', "rt rr,,�® ■ •! • ivN �� rp is rig r � j / I l ' I mo- - .. .. . J .4.4.4.-, . TYPE 'B' TOPSOIL ' 1 j � �1 X 1 4 1:►:�:1 • flitifiAt: 010:1_z y 'W, A v .� II o- . City Of Yakima City of Yakima - Project Detail �` � , Eng ineering Division l � t% . nI' � • �� PATHWAY CABLE BARRIER P2 . / 129 North Second Street ,,, 4N., z Yakima, Washington NOT TO SCALE Revision 3 -2009 I q 5 ' 5' 1 S = 0.02 FT /FT COMPACTED SUB GRADE 1 0.25' HMA CL. 1/2" PG 64 -28 (COMPACTED DEPTH) I 0.50' CSBC (COMPACTED DEPTH) PEDESTRIAN PATHWAY SECTION - TYPE 1 BEGINNING OF PROJECT TO STA 26 +60 1 1 I q 5' 5 _, 1' I S = 0.02 FT /FT _ 1 x• . ... '! %! % ... . .... . .. ................... . ........................ ................ . I >/,." v v x. v ,,, •:, \._ ,y COMPACTED SUB GRADE 1 0.25' HMA CL. 1/2" PG 64 -28 (COMPACTED DEPTH) I 0.50' CSBC (COMPACTED DEPTH) 1 PEDESTRIAN PATHWAY SECTION - TYPE 2 STA 26 +60 TO END OF PROJECT 1 1 ov Yl City Of Yakima �> Y City of Yakima - Project Detail ' f;74 � ` ' Engineering Division 'a'' %•� .�! 129 North Second Street ASPHALT PATHWAY SECTIONS P3 . s ' Yakima, Washington NOT TO SCALE I Revision 3 -2009 1 1 Wi/a O. Douglas Trai/ Enhan cemen t 1 . .,- . T 1 , ,., ; . 6t Avenue - '1' Street to the Naches River Pathway I It 1 .:,.... , ( City Project No. 2166 / Federal Aid No. STPE- 1485(020) 1 lat. � ,,3�OJECT LOCATION 111 �� i -7---.11/ �� � �" ��► 111 = SEE SHEET 7 OF 8 FOR GENERAL PROJECT AND CONSTRUCTION NOTES - 1 1 77. kr • — A. .� � 1� ■� , '■ " "It ° -� a mm pct t v,� 5 r I )/ I I hl i la i III, F Aelii i l 1 \ i ,•�l' C 1 �� ` 1F�1C �.�� 1 j 1' lhh.���� m�l� � iC_ 1 �,�,L _1.1 / `��1- - n, . � � ��� =__ ��� �� q),`,1":000 � � =ate I■ � ( __ / �� l � i1 �� 1 3 fl�r - - �� - - E '103 ����T ..mmm's 1 !! �� . , , r X a _. � Ilrnl�►IIIII II II � " illk _ t �� ; 1 i �.----_,• 1 - `000 ` � ocv '� II 1 = 1� r '1�� 1 7�1 _1Hi�l�� ■IIC711111 `�Lr 11 _ l � , i�` @a \� p � U m \\ n�� ; — � 1 11 11!II,1.1,111'1, µ 111:•yrr�l� 11, 11 ■1 " uillll � "'� �� �� 1;,_ b ' a _ man' n' II r y �_ IIII�� �t�t U m llll� , t L� ., � .J ', mot ' . _. 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To ' �0O 11111;111, 9 BOXWOOD BARRIER 11 IM S ,111111 - x PROPOSED CHAINLINK FENCE li pepl mi d _ ■ .. ll R iM M k �Cuil 0 EXISTING UTILITY MANHOLE u alum nnmmu i m — _ __ 1 RR mm / C' @ :::::: VICINITY MAP. .. ,D, . . 1 NOT TO SCALE ( tf EXISTING FIRE HYDRANT PLAN DISCLAIMER I 1-el � � g E R S h , F g EXISTING WATER VALVE 1 UNDERGROUND FEATURES SHOWN HEREON REPRESENT BEST /� �� or ,rasy i, . AVAILABLE INFORMATION AS OBTAINED FROM LOCAL RECORDS c y 4. - y il AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR IS • ; i � EXISTING GUY ANCHOR II CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL L s v ♦�� _ ' a UNDERGROUND FACILITIES. 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L.,,......„, :1.-- FO — —Fp — —fp— — — T ry -- — -- ;,_ FO __ ., FO ---------- .---- ___----. l ■ .t.i' 14 t>, " I PI I --) ----.__ --_ I --,-- ----. --v-r- -v.-- ---- ---- ---- P.2'. Cr •• -.. , . 0 ..." 1 I . :)`1 •' kt i i A . 394o7 • 3 .4*''' ` 1 City Of Yki ama ,,....--.1■\,,,; William 0. Douglas Trail Enhancement Project Eng: Dford 6 Engineering Division 6th Avenue - T Street to the Naches River Pathway o !•:=1 129 North Second Street 'I' Street Intersection to Naches River Pathway Horiz. Scale = 1" = 30 8 City Project No. 2166 / Federal Aid No. STPE-1485(020) Vert. Scale = NONE Ill \ DATE REVISION BY Yakima, Washington 1 / ■ Construction Notes: History: U O1 Saw cut existing asphalt at limits shown. Contractor to paint cut line prior to cut for approval of city engineer. This pathway is designed to fit within existing right of way of 6th Avenue. This has resulted in very tight constraints especially from '1' street to the north side of Holtzinger's Fruit property (sta 26 +60.45). From that O 2 Construct new pathway Type 1, matching existing finished grade of existing asphalt and /or finished point to the north, with the exception of one parcel, in consideration of the proposed development of West surface. Towne Mall, the pathway is afforded more room and therefore the pedestrian barrier has been eliminated and the pathway takes a relaxed and smooth curving alignment and connects into the Greenway Path. The I 0 Construct new pathway - Type 2, matching existing finished grade of existing asphalt and /or finished tight constraints require utilities such as Qwest & Pacific Power to relocate their services to the west right of surface. way line of 6th Avenue. 0 Driveway approach to be constructed utilizing the same materials and depths as shown in the pathway - Construction: END PROJECT I Type 1 detail. Access must be maintained at all times for Holtzinger Fruit. At no time can either the north access, STA 46 +33.87 (PATHWAY) approximate pathway station 26 +26 or the secondary access at station 22 +83 be closed at the same time. O 5 Asphalt shoulders to be constructed utilizing the same materials and depths as shown in the typical %,�;�.•' pathway /roadway section detail for the proposed roadway with 0.17' HMA Cl. 1/2 PG 64 -28, 0.33' ATB, and The Contractor is to maintain a smooth travel lane within 6th Avenue at all times in an effort to minimize ; 1 0.50' CSBC. All depths are compacted. damage to fruit being transported to and from local businesses. . ` O 6 Asphalt patch to be constructed utilizing the same materials and depths as shown in the pathway - Type 1 There is very little concrete work on this project as the majority of surfacing is asphalt with varying depth of . . detail, matching existing asphalt grade. Existing asphalt to be saw cut. materials based upon whether it is pedestrian pathway or combination areas where driveways are required . to cross the pathway. pathway matching existing 9 grade -; Q '0 Construct new cable barrier with pressure treated posts spaced on nominal 8' spacing along with English plantings P P 9 9 Y project boxwood lantin s centered between posts 2' offset from post along with irrigation system. See ro'ect The new athwa is to be constructed matchin the existin rade from 'I' Street to Holtzin er's Fruit 0 detail. property. From that point to the connection into the Yakima Greenway path, the New William O. Douglas , pathway will for the most part, be constructed based upon existing grades and conditions. d $' ' ® This driveway paving to be constructed under another city project. Contractor to construct pathway up to 4. ' " g and starting from the limits of the driveway approach per dimensions. Special Note: •; ,' 0.".,,, .. There is a fair quantity of small non - fractured landscape rock which has been placed at the surface of the g ';''''� - 9 pathway y into existing : O3 Connect new ' " " g g reenwa y path with 10' radius's along tacked edge. proposed pathway from the State Route 12 under crossing to the Yakima Greenway Path connection point. , gy p' g , > �„';� ' I It is the Contractors responsibility tb remove this material and not to reuse it for the construction of them < rid 0 1 O Construct new Cement Concrete Extruded Curb er Cit of Yakima Standard. s ,7r p y pathway unless authorized by the Engineer. 0 Adjust utility to finished grade per city of Yakima standard plans & specifications. It is the contractor Ay ..., ;,,..'. i s , I responsibility to ensure the protection of same throughout construction. ° 7 ^" ,g,- 12 Contractor to relocate existing mailboxes and street signs to engineer approved locations utilizing city of ��� ' Yakima methods and materials. 47+ t3 Contractor to relocate existing fence to right-of-way limits taking care not to damage materials. T = 0 9 9 Y 9 9 0,, ., "/ ',' Remove, replace, and attach trolley suspension cable to utility pole as shown. Contractor to ensure that =._ = -_ 14 , 1 trolley power wire is centered upon the existing trolley tracks and that the main power transmission cable : ys,� �? has a minimum height of 18' above trolley tracks. 9' > 0 Contractor to remove and return existing unused utility pole to utility owner, fill and compact resulting void and resurface to match surrounding area. 16 R- 205.00 — — — — x , Contractor to place new utility pole per project specifications and as approved by the Engineer. = 223.46 ,: eA . •' Tan = 124.29 t% ,: i • x - d =62 °2118' / x I x/ KS x/ goat n x o >.; / x F o 1 0 Project Description: -i. / x il This work shall consist of furnishing all labor, materials and equipment required to construct new asphalt r _ /4,;, x pathway along the west side of 6th Avenue extending from the north side of "I" Street and intersecting the rn 'c i, ; ;;.' ,:z ,w ' . ox v *. x x `/ existin g greenway - Y P just Highway ' ,5 - !4 Yk `' x • 1'\ / F ... / i path at or just north of WSDOT Hi hwa 12 as shown on the P lans..v � . "� - >'� x N•.::c : >a ,::Y,';‘,41-N; .�f °' ma - / FQ.. -... " � The project includes removing and replacing the existing asphalt, concrete and other surface and � E R 3y --A X x x_ —xf x / subsurface materials to construct a new asphalt pathway. � ` �� of ees c 4 — X t �-'- � / 1- ' �4 0 / I 43 00 1 , a� r o 1 ��� / -- - / N00 °02'48 "E (ROADWAY) All work shall be in accordance with the Plans and Specifications as prepared by the City Engineer of the ru " C co o i -�- i FO - _ ` 1 FA I City of Yakima.. - f - pro : ,. •P „____ ' 5 o� �ss �N � ��� _ __ __— B- F TRA 00. 4 . -•\ a S p City Of Yakima William O. Douglas Trail Enhancement ProjectEng: Dford 7 o � . :-�I ; Engineering Division 6th Avenue - '1' Street to the Naches River Pathway N - ` � •, . 129 North Second Street 'I' Street Intersection to Naches River Pathway Horiz. Scale = 1” = 30' 8 `0.„.„: Yakima, Washington DATE REVISION BY - City Project No. 2166 / Federal Aid No. STPE- 1485(020) Vert. Scale = NONE Ir _ ...-1/ c n 7---x------- l R= 205.00 i x-- p - - —p— — — p ' --3 N L =26. 42 - I- / - ti..µ.- " Tarr - 1 3.23 "" 1 G x w x - ..',1 — a - as c x d =7 °23'05' v — x — X x _ ==•'= °_. »>r, } Y. - r .. ,m, k ..-� ,.., .�.tr• -.ir ;.,'^"'" ¢^"^ r » •.m'a- w ^- .^/- ;•euw= e++• �c•• " c•. - _ _ _ :9` �.. ..�.. }, '.�, :71"1-'''Ti' - - ar , - - :_r,:': =�n� 5:;�'..:.,e :Fe� •� _ ___ __ _ ___ _ X 4 Y, � v &x :ate'.". <£'� .. czut,. - - - - - - b p- �. ,� #� ;_ 2'98? F _ j ai o'S` " =, ---..-1 � a , . � • �. = X I. .,:�Tt' »� .,e t .sew,... s�., -.=, 5�.:`�_`4.- � Ss�'"'�.,. �. w.uw : dp �t'.r. - t ,. � - -. 4, a } ti : -� N ,;.w -'per i ua y ; • .,En, iFF y a .1: M4b�x -Y:` t 43r �' ? ' l '+_:u "' i.Tr- .4G. `S' : 7', - -. - - ._ .. Ss:- .,•:,�:)it 'g; � 'faefr.3•+: ` !� .'Osa�"h ,e � .....+i - tk . u6a`i!'L. � ..... _ - . e -'£. "� �:, � - a" rn l ... °.2: a•':4:r� � `4 i - - �$ ... a m g ' � ..� � :f 3 , fir ' — o�t +i r — t ' � L — 40+00 x x �49+0� x 19:'' ��-_ '- /. - 14+ Ib0�2'48 "E (ROADWAY) �_�. �I __i % x � FO / � 11), � Imo- • � �� �' Y. V. T TRACKS �- �- '-I-�- ! ' / I t ��1��' =� Y. V. T. TRACKS 5�� �� � ■�_,�_!-I � / �FO� - - _ - - - - - -- -FD _— = - FLQ–� — F L - FO a _ % — - -Fq, i ___ F0, - — F F — - O FO FO— -FO - -- 1 _ • i I B.N.S. F. Railroad 181312 -43001 STA 37 +97.87, 5.8' LT (ROADWAY) I STA 40 +27.37, 2.2 LT (RDWY) C i CONS NEW 6' CHAINLINK FENCE ANGLE POINT. NEW CONSTRUCT NEW T CHAINLINK CHAINLINK FENCE TO BE PLACED AT THE BOTTOM OF THE C CONCRETE ECOLOGY BLOCKS PER CITY ENGINEERS CA FENCE CONNECT TO EXISTING 6 I I APPROVAL. (SEE NOTE THIS SHEET) = FENCE. i STA 37 +97.87, 12' RT (ROADWAY) CONSTRUCT NEW 14' DOUBLE MANUAL I SWING GATE. N I I STA 40+01.97, 5.8 LT (ROADWAY) 1 U CONSTRUCT NEW 6' CHAINLINK ` STA 37 +97.87, 140' RT (ROADWAY) FENCE ANGLE POINT. `` \\ CONSTRUCT NEW 6' CHAINLINK FENCE ' AND CONNECT TO EXISTING CONCRETE \ WING WALL. \6 \\\ ,\ \ \\\\\\\\( 10 \ \ \. I � gER S 1 – – ' \ NOTE: �. �� OV WAS p r o : FENCING LAYOUT PLAN I DUE TO THE CLOSE PROXIMITY OF THE RR y - y vill TRACKS TO THE ECOLOGY BLOCK RETAINING� ,:i WALL, THE CONTRACTOR IS TO PLACE THE x, W14p FENCE ALONG THE FACE (WEST SIDE OF THE :"P a 30407 WALL) BETWEEN THE PATHWAY AND THE � 4 SS� N E$� , � I RETAINING WALL TO THE NEXT ANGLE POINT. 1 ov City Of Yakima William 0. Douglas Trail Enhancement ProjectEng: Dford 8 Ar Engineering Division 6th Avenue - '1' Street to the Naches River Pathway 'a� r 129 North Second Street 'I' Street Intersection to Naches River Pathway Horiz. Scale = 1" =30' 8 • �--0 Y Yakima, Washington \ DATE REVISION BY - - City Project No. 2166 / Federal Aid No. STPE - 1485(020) Vert. Scale = NONE i