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Home My WebLink AboutR-2019-023 Phase 1 of North 1st Street Revitalization Project; Agreement with Tapani Inc.A RESOLUTION RESOLUTION NO. R-2019-023 authorizing a contract with Tapani Inc., for City Project No 2340, which provides for roadway reconstruction, replacement of public utilities and other amenities in the vicinity of N 1st Street from SR12 to 200 feet South of "N" Street. WHEREAS, in 2015 and 2018 respectively, the City of Yakima received a $2.718M Federal Grant and a $1M grant for roadway improvements, we've committed public utility funds for upgrades to their utilities under the project including Stormwater, $502K; Water, $356K, Wastewater, $164K. Also, Gas Tax: $139K, all to be expended on N 1st Street from SR12 to 200 feet south of "N" Street; and WHEREAS, the City has prepared the plans and contract documents for the construction of the improvements, which include curb, gutter and sidewalk, roadway replacement, ADA- compliant curb ramps, stormwater, water, sewer improvements, street lighting and other related amenities, and WHEREAS, the City of Yakima used the procedure established by Washington State law for the bidding and awarding of public capital improvement projects, and WHEREAS, Tapani Inc submitted the low bid and has the ability to correctly install the improvements at a cost of $4,302,954; and WHEREAS, the City's Chief Engineer has recommended awarding the contract to Tapani Inc for installing the improvements, and WHEREAS, the City Council finds that it is in the best interests of the City of Yakima and its residents to improve the roadway and all related improvements on N 1st Street from SR12 to 200 feet south of "N" Street and award the construction contract; now, therefore BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized to execute the attached contract with Tapani Inc , in the amount of $4,302,953 55 for City Project No 2340, which improves the roadway and relative roadway improvements on N. 1st Street from SR12 to 200 feet south of "N" Street. ADOPTED BY THE CITY COUNCIL this 19th day of February, 2019 ATTEST athy Co 2 Sonya Claar\Tee, City Clerk CONTRACT V ^ �h r THIS AGREEMENT, made and entered into in triplicate, this day of a '� IY1'i G d019, by and between the City of Yakima, hereinafter called the Owner, and Tapani Inc., a Washington Corporation, hereinafth called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF $4,302,953.55, for North 1st Street Revitalization, 'N' St. to SR12, City Project No. 2340, all in accordance with, and as described in the attached plans and specifications, including addenda, and the 2018 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference fully incorporated herein and made a part of this Contract as if fully set forth herein, 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 One Hundred Sixty (160) working days If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. 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 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 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 expressly provided herein IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written Countersig}-ied CITY OF YAKIMA this Attest: day of 019 Manager ( jity Clerk CITY CONTRACT NO. c9 0 RESOLUTION NO' .490)61 _ 042-3 By. CONTRACTOR Tapani, Inc. ,a Washington Corporation Contractoryl / L. Shane Tapani Vice President (President, Owner, etc.) 1904 SE 6th Place Battle Ground, WA 98604 • itr-,-; tamitwoligi "",111 - * City of Yakima c)21"44L5 Engineering Division lstSor iNt Street SR12 Construction Contract Specifications & Bid Documents City Project Number 2340 Federal Aid No. STPUS-4579(011) 129 North Second Street Yakima, WA 98901 !gu• MifittO.1',WtrAL.01.4444.0' r4At atniMikr* 4.44,4we Phone (509) 575-6111 Fax (509) 576-6305 444 4MISMOS 4.3N, vr November 2018 BID SUMMARY North 1st Street Revitalization - `N' St. to SR12 Federal Aid No. STPUS-4579 011 � � CITY PROJECT NO 2340 ENGINEERS ESTIMATE TAPANI INC. Battle Ground, WA POW CONTRACTING INC. Pasco, WA APOLLO, INC. Kennewick, WA RAZZ CONSTRUCTION INC. Bellingham, WA ITEM Bid Security 5% BID BOND 5% BID BOND 5% BID BOND 5% BID BOND NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT SCHEDULE A 1 Mobilization 1 LS $286,400.00 $286,400.00 $370,330.00 5370,330.00 $374,000.00 $374,000.00 $336,000.00 $336,000.00 $335,000.00 $335,000.00 2 Roadway Surveying 1 LS $39,100.00 $39,100.00 $20,000.00 $20,000.00 $49,000.00 $49,000.00 $80,000.00 $80,000.00 $31,000.00 $31,000.00 3 Spill Prevention, Control and Countermeasure Plan 1 LS $500.00 5500.00 $250.00 5250.00 51,000.00 $1,000.00 5900.00 $900.00 $1,500.00 $1,500.00 4 Project Temporary Traffic Control 1 LS $50,000.00 $50,000.00 $10,000.00 $10,000.00 $71,000.00 $71,000.00 $18,400.00 $18,400.00 $60,000.00 $60,000.00 5 Traffic Control Supervisor 1 LS $60,000.00 $60,000.00 $6,500.00 $6,500.00 $53,000.00 $53,000.00 $96,000.00 $96,000.00 $15,000.00 $15,000.00 6 Flaggers and Spotters 1,440 HR $55.00 $79,200.00 $68.00 $97,920.00 $56.00 $80,640.00 $58.50 $84,240.00 $1.00 $1,440.00 7 Construction Signs Class A 380 SF $20.00 $7,600.00 $23.00 $8,740.00 $15.00 $5,700.00 $15.00 $5,700.00 $14.00 $5,320.00 8 Portable Changeable Message Sign 1,440 HR $20.00 $28,800.00 $10.00 $14,400.00 $10.00 $14,400.00 $8.65 $12,456.00 $15.00 $21,600.00 9 Roadside Cleanup 1 EST $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 10 Clearing and Grubbing 1 LS $10,000.00 $10,000.00 $15,000.00 $15,000.00 $86,000.00 $86,000.00 $8,800.00 $8,800.00 $10,000.00 $10,000.00 11 Sawcutting Existing Asphalt Pavement 3,200 LF $1.25 $4,000.00 $4.00 $12,800.00 $5.00 $16,000.00 $1.30 $4,160.00 $3.00 $9,600.00 12 Removal of Structures and Obstructions 1 LS $10,000.00 $10,000.00 $100,000.00 $100,000.00 $135,000.00 $135,000.00 $143,000.00 $143,000.00 $35,000.00 $35,000.00 13 Removing Manhole 15 EA $500.00 $7,500.00 $700.00 $10,500.00 $400.00 $6,000.00 $860.00 $12,900.00 $400.00 $6,000.00 14 Removing Drainage Structure 17 EA $350.00 $5,950.00 $450.00 $7,650.00 $250.00 $4,250.00 $860.00 $14,620.00 $400.00 $6,800.00 15 Removing Fence 280 LF $7.00 $1,960.00 $2.50 $700.00 $5.00 $1,400.00 $7.00 $1,960.00 $5.00 $1,400.00 16 Removing Fire Hydrant 8 EA $200.00 $1,600.00 $600.00 $4,800.00 $100.00 $800.00 $420.00 $3,360.00 $1,000.00 $8,000.00 17 Roadway Excavation Incl. Haul 6,410 CY $8.00 $51,280.00 $28.00 $179,480.00 $30.00 $192,300.00 $31.00 $198,710.00 $50.00 $320,500.00 18 Disposal of Contaminated Soil 1 FA $5,000.00 $5,000.00 $5,000.00 55,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 55,000.00 $5,000.00 19 Crushed Surfacing Base Course 7,100 TON $18.00 $127,800.00 $25.00 $177,500.00 $21.00 $149,100.00 $19.20 $136,320.00 $23.00 $163,300.00 20 Crushed Surfacing Top Course 700 TON $21.50 $15,050.00 $47.00 $32,900.00 $33.00 $23,100.00 $26.10 $18,270.00 $29.00 $20,300.00 21 HMA Cl. 3/4In. PG 70-28 6,100 TON $80.00 $488,000.00 $75.00 $457,500.00 $75.50 $460,550.00 $79.71 $486,231.00 $87.00 $530,700.00 22 HMA for Approach Cl. 1/2 In. PG 64-28 110 TON $120.00 $13,200.00 $160.00 $17,600.00 $185.00 $20,350.00 $168.00 $18,480.00 $225.00 $24,750.00 23 HMA for Trench Restoration 420 SY $45.00 $18,900.00 $31.00 $13,020.00 $48.00 $20,160.00 $44.00 $18,480.00 $50.00 $21,000.00 24 Job Mix Compliance Price Adjustment 1 CALC -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 25 Compaction Price Adjustment 1 CALC -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 -$1.00 26 PVC C900 Storm Sewer Pipe 8 In. Diam. 389 LF $40.00 $15,560.00 $63.00 $24,507.00 538.00 $14,782.00 $40.00 $15,560.00 $48.00 $18,672.00 27 PVC C900 Storm Sewer Pipe 12 In. Diam. 661 LF $40.00 $26,440.00 $70.00 $46,270.00 $48.00 $31,728.00 $58.00 $38,338.00 $53.00 $35,033.00 28 PVC C905 Storm Sewer Pipe 18 In. Diam. 471 LF $55.00 $25,905.00 $96.00 $45,216.00 $58.00 $27,318.00 $78.00 $36,738.00 $66.00 $31,086.00 29 PVC C905 Storm Sewer Pipe 24 In. Diam. 465 LF $75.00 $34,875.00 $129.00 $59,985.00 $83.00 $38,595.00 $102.00 $47,430.00 $93.00 $43,245.00 30 Schedule A Storm Sewer Pipe 8 In. Diam. 62 LF $35.00 $2,170.00 $68.00 $4,216.00 $35.00 $2,170.00 $41.00 $2,542.00 $34.00 $2,108.00 31 Schedule A Storm Sewer Pipe 12 In. Diam. 172 LF $45.00 $7,740.00 $64.00 $11,008.00 $43.00 $7,396.00 $53.00 $9,116.00 $38.00 $6,536.00 SCHEDULE A - CONTINUED ON PAGE 2 CITY ENGINEERS REPORT CITY OF YAKIMA -,� COMPETITIVE BIDS WERE OPENED ON JANUARY 10TH, 2019 � ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. ,'- %"\ - .. •_..... N. 9st St. Revitalization I RECOMMEND THE CONTRACT BE AWARDED TO: s . ;` . -`� AWARD MADE BY CITY MANAGER `N' Street to SR12 TAPANI INC. - a) - lt1 41 �'.. 4 � ' `�� CITY PROJECT NO 2340 Federal Aid No STPUS-4579(011) 1 �� l•.1/�r� DATE. January 11, 2019 R, JR `r" a��r D TE-'Y M Ng ER DATE CITY ENGINEER """"" FILE. N 1st St PH 1 Bid Summary.pub SHEET 1 of 8 BID SUMMARY North 1st Street Revitalization -'N' St. to SR12 Federal Aid No. STPUS-4579(011) CITY PROJECT NO 2340 ENGINEERS ESTIMATE TAPANI INC. Battle Ground, WA POW CONTRACTING INC. Pasco, WA APOLLO, INC. Kennewick, WA RAZZ CONSTRUCTION INC. Bellingham, WA ITEM NO. Bid Security 5% BID BOND 5% BID BOND 5% BID BOND 5% BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT SCHEDULE A (Continued from Page 1) 32 Schedule A Storm Sewer Pipe 18 In. Diam. 319 LF 545.00 $14,355.00 $84.00 $26,796.00 553.00 $16,907.00 $67.00 $21,373.00 $71.00 $22,649.00 33 Schedule A Storm Sewer Pipe 24 In. Diam. 648 LF $72.00 $46,656.00 $106.00 $68,688.00 $71.00 $46,008.00 $83.00 $53,784.00 588 00 $57,024.00 34 Ductile Iron Storm Sewer Pipe 24 In. Diam. 360 LF 575.00 $27,000.00 $169.00 $60,840.00 $123.00 $44,280.00 $134.00 $48,240.00 $143.00 $51,480.00 35 Combination Inlet 7 EA $1,600.00 $11,200.00 $1,800.00 $12,600.00 $2,050.00 $14,350.00 $1,470.00 $10,290.00 $1,850.00 $12,950.00 36 Catch Basin Type 1 21 EA $1,600.00 $33,600.00 51,400.00 $29,400.00 $1,600.00 $33,600.00 $1,290.00 $27,090.00 $1,720.00 $36,120.00 37 Catch Basin Type 2 1 EA $3,500.00 $3,500.00 $3,800.00 53,800.00 54,000.00 54,000.00 $2,300.00 $2,300.00 $3,910.00 $3,910.00 38 Manhole 48 In. Diam. Type 3 12 EA $4,000.00 $48,000.00 54,000.00 $48,000.00 $4,000.00 $48,000.00 $3,300.00 $39,600.00 $3,900.00 $46,800.00 39 Manhole 60 In. Diam. Type 3 2 EA $4,500 00 $9,000.00 $5,800.00 $11,600.00 $6,000.00 $12,000.00 $4,440.00 $8,880.00 $5,200.00 $10,400.00 40 Manhole 72 In. Diam Type 3 1 EA $5,000.00 $5,000.00 $9,400.00 59,400.00 $8,000.00 $8,000.00 $4,990.00 $4,990.00 $5,500.00 55,500.00 41 CDS Storm Water Treatment System 1 EA $35,000 00 $35,000.00 $40,000.00 $40,000.00 546,500.00 $46,500 00 $28,870.00 $28,870.00 $40,000.00 $40,000.00 42 ESC Lead 20 DAY $150.00 $3,000.00 $65.00 $1,300.00 5125.00 $2,500.00 525.00 $500.00 $500.00 $10,000.00 43 Erosion Control and Water Pollution Control 1 LS $10,000.00 $10,000.00 $20,000.00 $20,000.00 $13,000.00 $13,000.00 $10,800.00 $10,800.00 $75,000.00 $75,000.00 44 PSIPE Acer rubrum 'Bowhall' I BOWHALL MAPLE (2.5" cal.) 22 EA $425.00 $9,350.00 5800.00 $17,600.00 $625.00 $13,750.00 $550.00 $12,100.00 $668.00 $14,696.00 45 PSIPE Tilia cordata'Corzam'I CORINTHIAN LITTLE LEAF LINDEN (2 5" cal) 49 EA $425.00 $20,825 00 $800.00 $39,200.00 $625.00 $30,625.00 $550.00 $26,950.00 $338.00 $16,562.00 46 PSIPE Berbers thunbergu'Goruzam'/ DWARF GOLDEN RUBY BARBERRY (2 gal.) 557 EA $26.00 $14,482.00 537.00 520,609.00 $40.00 522,280.00 $54.00 $30,078.00 $39.00 $21,723.00 47 PSIPE Juniperus squamata 'Blue star'/ BLUE STAR JUNIPER (2 gal.) 582 EA $26.00 $15,132.00 $32.00 $18,624.00 540.00 523,280.00 $54.00 $31,428.00 539.00 $22,698.00 48 PSIPE Helictotrichon sempervirens/ BLUE OAT GRASS (1 gal.) 192 EA $14.00 $2,688.00 518.00 53,456.00 $40.00 $7,680.00 $43.00 $8,256.00 539.00 $7,488.00 49 PSIPE Juniperus horizontalis'Wiltonii'/ BLUE RUG JUNIPER (2 gal.) 156 EA $26.00 $4,056.00 $32.00 $4,992.00 $40.00 56,240.00 $54.00 58,424.00 $39.00 $6,084.00 50 PSIPE Rosa'N0A831-00B' / FLOWER CARPET SCARLET ROSE (2 gal.) 241 EA $26.00 $6,266.00 536.00 $8,676.00 $40.00 $9,640.00 $54.00 513,014.00 539.00 $9,399.00 51 PSIPE Rudbeckia fulgida'Goldstrum' / BLACK EYED SUSAN (1 gal.) 331 EA $14.00 $4,634.00 $18.00 $5,958.00 $40.00 513,240.00 $43.D0 $14,233.00 539.00 $12,909.00 52 Basalt Rock Mulch 67 CY $125.00 $8,375.00 595.00 56,365.00 5100.00 56,700 00 $120.00 58,040.00 $100.00 $6,700.00 53 Topsoil Type A 468 CY $75.00 $35,100.00 $45.00 $21,060.00 $50 00 $23,400.00 $65.00 $30,420.00 $78.00 $36,504.00 54 Soil Amendment 1 CALC $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 55 Back of Sidewalk Restoration 1 CALC $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 510,000.00 56 Pea Gravel 6 CY $110 00 $660.00 5200.00 $1,200.00 $125.00 $750.00 $140.00 $840.00 $100.00 $600 00 57 Weed Barrier Fabric 703 SF $5.00 $3,515.00 $7.00 $4,921.00 $7.50 $5,272 50 $1.00 $703.00 $7.00 $4,921.00 58 Streambed Cobbles (6" size) 24 CY $90.00 $2,160.00 $220.00 $5,280.00 $125.00 $3,000.00 $140.00 53,360.00 $100.00 52,400.00 59 Streambed Boulders (two man size) 180 EA $95.00 $17,100.00 $130.00 $23,400.00 $140.00 $25,200.00 $130 00 $23,400.00 $445 00 $80,100.00 60 Root Barrier (12" depth) 796 LF $18.00 $14,328.00 $15.00 $11,940.00 $15.00 $11,940.00 $24.00 $19,104.00 $13.50 $10,746.00 61 Tree Grates (4'x6') 20 EA $3,675.00 $73,500.00 51,650.00 $33,000.00 $1,800.00 $36,000.00 $1,690.00 $33,800.00 $2,050.00 $41,000.00 62 Tree Grates (3'x6') 22 EA 52,400.00 $52,800.00 $1,300.00 $28,600.00 $1,600.00 $35,200.00 $1,350.00 $29,700.00 $2,800.00 $61,600.00 63 Root Path 1,989 LF $18.00 $35,802.00 $35.00 $69,615.00 928.00 $55,692.00 916.00 $31,824.00 $16.00 $31,824.00 SCHEDULE A - CONTINUED ON PAGE 3 `'=-Y -� 1 ,_ , yha `h , � ,�, ?s _ CITY PROJECT NO 2340 Federal Aid No STPUS-4579(011) CITY OF YAKIMA North 1st Street Revitalization 'x "' 'N' Street to SR12 DATE. January 11, 2019 FILE. N 1st St PH 1 Bid Summary pub SHEET 2 of 8 MEI MIMI NM MINI NM MN MI INN INN NMI NMI NMI 1=1 =I IMMO NM NMI IIIIII NMI Mill BID SUMMARY North 1st Street Revitalization -'N' St. to SR12 Federal Aid No. STPUS-4579(011) CITY PROJECT NO 2340 ENGINEERS ESTIMATE TAPANI INC. Battle Ground, WA POW CONTRACTING INC. Pasco, WA APOLLO, INC. Kennewick, WA RAZZ CONSTRUCTION INC. Bellingham, WA ITEM NO. Bid Security 5% BID BOND 5% BID BOND 5% BID BOND 5% BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT SCHEDULE A (Continued from Page 2) 64 Benches 10 EA $2,850.00 $28,500.00 $2,300.00 $23,000.00 $1,450.00 $14,500.00 $1,450.00 $14,500.00 51,100.00 $11,000.00 65 Trash Receptacles 5 EA $2,800.00 $14,000.00 $1,350.00 $6,750.00 $1,000.00 $5,000.00 $1,650.00 $8,250.00 $2,200.00 $11,000.00 66 Bike Racks 5 EA $650.00 $3,250.00 $700.00 $3,500.00 $500.00 $2,500.00 $490.00 $2,450.00 $350.00 $1,750.00 67 Irrigation System 1 LS $25,000.00 $25,000.00 $130,000.00 $130,000.00 $125,000.00 $125,000.00 $90,000.00 $90,000.00 $100,000.00 $100,000.00 68 Minor Change 1 DOL $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 69 Bollard Type 2 2 EA $400.00 $800.00 $500.00 $1,000.00 $700.00 $1,400.00 $850.00 $1,700.00 $600.00 $1,200.00 70 Trench Safety System 1,990 LF $3.00 $5,970.00 $5.00 $9,950.00 $1.00 $1,990.00 $1.00 $1,990.00 $10.00 $19,900.00 71 Cement Conc. Traffic Curb & Gutter 4,885 LF $35.00 $170,975.00 $21.00 $102,585.00 $20.00 $97,700.00 $21.70 $106,004.50 $23.00 $112,355.00 72 Cement Conc. Pedestrian Curb 250 LF $25.00 $6,250.00 $18.00 54,500.00 $25.00 $6,250.00 $19.00 $4,750.00 $56.00 $14,000.00 73 Commercial Driveway Entrance 1,400 SY $60.00 $84,000.00 $82.00 $114,800.00 $69.00 $96,600.00 $66.50 $93,100.00 580.00 $112,000.00 74 Chain Link Fence 273 LF $18.00 $4,914.00 $37.00 $10,101.00 $33.00 $9,009.00 $44.00 $12,012.00 $39.00 $10,647.00 75 End, Gate, Corner, and Pull Post For Chain Link Fence 7 EA $325.00 $2,275 00 $80.00 $560.00 $100.00 $700.00 592.00 $644.00 $111.00 $777.00 76 Monument Case & Cover 2 EA 51,000.00 $2,000.00 $600.00 $1,200.00 $3,500.00 $7,000.00 $620.00 51,240.00 $2,500.00 $5,000.00 77 Cement Conc. Sidewalk 3,220 SY $40.00 $128,800.00 $75.00 $241,500.00 $53.00 $170,660.00 $56.00 $180,320.00 $55.50 $178,710.00 78 Cement Conc. Curb Ramp Type Parallel A 2 EA $1,500.00 $3,000.00 $1,800.00 $3,600.00 51,500.00 $3,000.00 $1,400.00 $2,800.00 $2,000.00 $4,000.00 79 Cement Conc. Curb Ramp Type Perpedicular A 2 EA $1,500.00 53,000.00 $1,700.00 $3,400.00 $1,500.00 $3,000.00 $1,400.00 $2,800.00 $2,000.00 $4,000.00 80 Cement Conc. Curb Ramp Type Single Direction A 5 EA $1,500.00 $7,500.00 $1,800.00 59,000.00 $1,500.00 $7,500.00 $1,430.00 $7,150.00 $2,000.00 $10,000.00 81 Cement Conc. Curb Ramp Type Single Direction B 3 EA $1,500.00 $4,500.00 $1,850.00 $5,550.00 51,500.00 $4,500.00 $1,550.00 $4,650.00 $2,000.00 $6,000.00 82 Illumination System 1 LS $350,000.00 $350,000.00 $580,000.00 $580,000.00 $630,700.00 $630,700.00 $644,000.00 5644,000.00 $550,000.00 $550,000.00 83 Permanent Traffic Count Station 1 LS $10,000.00 $10,000.00 $15,000.00 $15,000.00 $16,500.00 $16,500.00 $16,000.00 $16,000.00 $20,500.00 $20,500.00 84 Accessible Pedestrian Signal 1 LS $8,000.00 $8,000.00 $7,500.00 $7,500.00 $7,850.00 $7,850.00 $8,000.00 58,000.00 $10,000.00 $10,000.00 85 Permanent Signing 1 LS $22,750.00 $22,750.00 510,000.00 $10,000.00 $12,000.00 $12,000.00 $10,800.00 $10,800.00 $16,000.00 $16,000.00 86 Plastic Line 9,490 LF $3.00 $28,470.00 $1.20 $11,388.00 51.50 $14,235.00 $1.25 511,862.50 $1.25 511,862.50 87 Plastic Wide Lane Line 2,310 LF $3.25 $7,507.50 $1.80 54,158.00 $2.00 $4,620.00 $1.90 $4,389.00 $2.00 $4,620.00 88 12 In. Plastic Wide Lane Line 290 LF $5.50 $1,595.00 $3.30 $957.00 $3.50 $1,015.00 $3.25 $942.50 $3.30 $957.00 89 Plastic Traffic Arrow 14 EA $200.00 52,800.00 5130.00 51,820.00 5150.00 52,100.00 5135.00 51,890.00 5140.00 $1,960.00 90 Plastic Crosswalk Line 260 SF $10.00 $2,600.00 $6.00 $1,560.00 $8.00 $2,080.00 $6.50 $1,690.00 $6.75 $1,755.00 91 Plastic Stop Line 160 LF $10 00 $1,600.00 $6.00 $960.00 $8.00 $1,280.00 $6.50 $1,040.00 $6.75 $1,080.00 92 Plastic Bicycle Symbol 14 EA 5250.00 53,500.00 5180.00 52,520.00 5225.00 53,150.00 5190.00 52,660.00 5195.00 52,730.00 93 Raised Pavement Marker Type 2 1.70 HUND $1,400.00 $2,380.00 $500.00 $850.00 $1,000.00 $1,700.00 $540.00 $918.00 $5,500.00 $9,350.00 94 Temporary Pavement Marking 18,980 LF $1.50 $28,470.00 $0.25 54,745.00 $1.00 $18,980.00 $0.30 55,694.00 $0.25 $4,745.00 SCHUDULE A SUBTOTAL - $3,016,018.50 $3,783,164.00 $3,842,290.50 $3,740,346.50 $3,827,573:50 SCHEDULE B - ON PAGE 4 ' ‘`)' li _ ' CITY PROJECT NO 2340 • �/' Federal Aid No STPUS 4579 CITY OF YAKIMA North lst Street Revitalization '\ 01.. 'N' Street to SR12 DATE. January 11, 2019 011 FILE. N 1st St PH 1 Bid Summary.pub SHEET 3 of 8 BID SUMMARY North 1st Street Revitalization - `N' St. to SR12 Federal Aid No. STPUS-4579(011) CITY PROJECT NO 2340 ENGINEERS ESTIMATE TAPANI INC. Battle Ground, WA POW CONTRACTING INC. Pasco, WA APOLLO, INC. Kennewick, WA RAZZ CONSTRUCTION INC. Bellingham, WA ITEM NO. Bid Security 5% BID BOND 5% BID BOND 5% BID BOND 5% BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT SCHEDULE B 95 Mobilization 1 LS 530,400.00 530,400.00 $10,000.00 $10,000.00 $9,000.00 $9,000.00 $15,000.00 $15,000.00 $50,000.00 $50,000.00 96 Roadway Surveying 1 LS $4,600.00 $4,600.00 $6,500.00 $6,500.00 $4,000.00 $4,000.00 $8,700.00 $8,700 00 58,000.00 $8,000.00 97 Adjust Manhole 4 EA $800.00 $3,200 00 5350.00 $1,400.00 $350.00 $1,400.00 $570.00 $2,280.00 $625.00 $2,500.00 98 PVC Sanitary Sewer Pipe 4 In. Diam. 225 LF $35.00 $7,875.00 $33.00 $7,425.00 524.00 $5,400.00 $43.00 $9,675.00 $54.00 $12,150.00 99 PVC Sanitary Sewer Pipe 8 In. Diam. 1,120 LF $40.00 $44,800.00 $42.00 $47,040.00 $44.00 $49,280.00 $45.00 $50,400.00 $54.00 560,480.00 100 Manhole 48 In. Diam. Type 1 5 EA 54,000.00 520,000.00 56,000.00 $30,000.00 53,250.00 $16,250.00 53,250.00 $16,250.00 56,700.00 $33,500.00 101 Plugging Existing Pipe 24 EA $425.00 510,200.00 5170.00 54,080.00 550.00 $1,200.00 $200.00 $4,800.00 $410 00 $9,840.00 102 Ductile Iron Pipe for Water Main, 6 In. Diam. 13 LF $40 00 $520.00 $120.00 $1,560.00 5100.00 51,300.00 591.00 $1,183.00 $115.00 51,495.00 103 Ductile Iron Pipe for Water Main, 8 In. Diam. 584 LF $50.00 $29,200.00 $64.00 $37,376.00 $48.00 $28,032.00 $91.00 $53,144.00 $64.00 $37,376.00 104 Ductile Iron Pipe for Water Main, 12 In. Diam. 2,043 LF 555.00 5112,365.00 $68.00 $138,924.00 $68.00 $138,924.00 $92.00 $187,956.00 $73.00 5149,139.00 105 Gate Valve 2 In. 5 EA $200.00 $1,000.00 5500 00 52,500.00 $725 00 $3,625.00 5840.00 $4,200.00 $534.00 $2,670.00 106 Gate Valve 4 In. 2 EA $400.00 $800.00 $750 00 $1,500.00 $1,150.00 $2,300.00 $1,200.00 $2,400.00 $817.00 $1,634.00 107 Gate Valve 6 In. 1 EA $800.00 $800.00 $900.00 5900.00 $1,250.00 $1,250.00 51,300.00 51,300.00 51,251.00 $1,251.00 108 Gate Valve 8 In. 7 EA $1,000.00 $7,000.00 $1,300.00 $9,100.00 $1,650.00 $11,550.00 51,670.00 $11,690 00 51,663 00 $11,641.00 109 Butterfly Valve 12 In 10 EA 51,600 00 516,000.00 52,700 00 527,000.0o 52,950.00 529,500.00 53,070.00 530,700.00 56,105.00 561,050.00 110 Blow -Off Assembly 1 EA $1,000.00 $1,000.00 $1,200.00 $1,200.00 $2,500.00 $2,500.00 51,400.00 $1,40000 51,823.00 51,823.00 111 Connect to Existing Water Main 9 EA 5250.00 $2,250.00 $1,800.00 $16,200.00 5500.00 54,500.00 51,700.00 515,300.00 51,102.00 $9,918.00 112 Adjust Valve Box 6 EA 5500.00 $3,000.00 5370.00 52,220.00 5250.00 $1,500.00 $210.00 $1,260.00 $200.00 $1,200.00 113 Hydrant Assembly 8 EA $5,000.00 $40,000.00 $5,300,00 542,400.00 54,750.00 538,000.00 55,450.00 $43,600.00 55,600.00 $44,800.00 114 Service Connection 1 In. Diam 4 EA $300.00 $1,200.00 $1,500.00 $6,000.00 $1,250.00 $5,000.00 $2,440.00 59,760.00 52,400.00 $9,600.00 115 Service Connection 2 In. Diam. 4 EA $300.00 $1,200.00 52,800.00 $11,200.00 $2,950.00 $11,800.00 $4,350.00 $17,400.00 $4,300.00 $17,200.00 116 Ductile Iron Service Connection 4 In. Diam. 2 EA 5350.00 5700.00 $5,600 00 $11,200.00 $3,350.00 $6,700.00 $8,800.00 517,600.00 $5,700.00 $11,400.00 117 Backflow Device 1 EA 5250.00 5250.00 $4,500.00 $4,500.00 $1,500.00 51,500.00 51,730.00 51,730.00 $2,500.00 52,500.00 118 Trench Safety System 3,448 LF 53.00 $10,344.00 $1 50 55,172.00 $0.50 $1,724.00 $1.00 $3,448.00 $4.00 513,792.00 119 Dewatering 1 FA $50,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000 00 $50,000.00 550,000 00 $50,000.00 $50,000.00 $50,000.00 120 Disposal of Contaminated Soil 1 FA 55,000.00 55,000.00 $5,000.00 55,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000 00 55,000.00 $5,000.00 Schedule B Total $403,704.00 $480,397.00 $431,235.00 $566,176.00 $609,959.00 8.2% Sales Tax on Schedule B $33,103.73 $39,392.55 $35,361.27 $46,426.43 $50,016.64 Schedule B Subtotal $436,807 73 $519,789.55 $466,596.27 $612,602.43 $659,975.64 GRAND TOTAL (SCHEDULE A + SCHEDULE B) $3,452,826.23 $4,302,953.55 $4,308,886.77 $4,352,948.93 $4,487,549.14•Y CONTINUED ON PAGE 5 t1 "\�� 1'. �+ ` 5 i % r,�r . _ CITY PROJECT NO 2340 yi:i.ki e . ti\� Federal Aid No STPUS-4579(011) CITY OF YAKIMA Street North 1st Street Revitalization `N' Street to SR12 DATE. January 11, 2019 FILE. N 1st St PH 1 BidSummary.pub SHEET 4 of 8 INN EN 111111 EN INN INN BID SUMMARY North 1st Street Revitalization -'N' St. to SR12 Federal Aid No. STPUS-4579(011) CITY PROJECT NO 2340 ENGINEERS ESTIMATE COLUMBIA ASPHALT & READY MIX Yakima, WA GRANITE CONSTRUCTION, INC. Yakima, WA SELLAND CONSTRUCTION, INC. Wenatchee, WA ITEM NO. Bid Security 5% BID BOND 5% BID BOND 5% BID BOND 5% BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT SCHEDULE A (Continued from Page 5) 32 Schedule A Storm Sewer Pipe 18 In. Diam. 319 LF $45.00 $14,355.00 $74.00 $23,606.00 $72,00 $22,968.00 $88.00 $28,072.00 33 Schedule A Storm Sewer Pipe 24 In. Diam. 648 LF $72.00 $46,656.00 $95.00 $61,560.00 $92.00 $59,616.00 $113.00 $73,224.00 34 Ductile Iron Storm Sewer Pipe 24 In. Diam. 360 LF $75.00 $27,000.00 $181.00 $65,160.00 $154.00 $55,440.00 $165.00 $59,400.00 35 Combination Inlet 7 EA $1,600.00 $11,200.00 $1,500.00 $10,500.00 $1,590.00 $11,130.00 52,600.00 $18,200.00 36 Catch Basin Type 1 21 EA $1,600.00 $33,600.00 $1,400.00 $29,400.00 $1,470 00 $30,870.00 52,400.00 $50,400.00 37 Catch Basin Type 2 1 EA $3,500.00 $3,500.00 $3,800.00 $3,800.00 $5,000.00 $5,000.00 $4,000.00 $4,000 00 38 Manhole 48 In. Diam. Type 3 12 EA $4,000.00 $48,000.00 $5,200.00 $62,400.00 $5,600.00 $67,200.00 $4,700.00 $56,400.00 39 Manhole 60 In. Diam. Type 3 2 EA $4,500.00 $9,000 00 $7,100.00 $14,200.00 $6,600.00 $13,200.00 $6,600.00 $13,200.00 40 Manhole 72 In. Diam. Type 3 1 EA $5,000.00 $5,000.00 $8,700.00 $8,700.00 $8,200 00 $8,200 00 $8,000.00 $8,000.00 41 CDS Storm Water Treatment System 1 EA 535,000.00 $35,000.00 $30,000 00 $30,000.00 $32,000.00 532,000.00 $40,000.00 $40,000.00 42 ESC Lead 20 DAY $150.00 $3,000.00 $75.00 $1,500.00 $100.00 52,000.00 $100.00 $2,000.00 43 Erosion Control and Water Pollution Control 1 LS $10,000.00 $10,000.00 $12,000.00 $12,000.00 $8,000.00 $8,000.00 $10,000.00 $10,000 00 44 PSIPE Acer rubrum'Bowhall' / BOWHALL MAPLE (2.5" cal.) 22 EA 5425.00 $9,350.00 $535.00 $11,770.00 $560.00 $12,320.00 $800.00 $17,600.00 45 PSIPE Tilia cordata'Corzam'/ CORINTHIAN LITTLE LEAF LINDEN (2.5" cal ) 49 EA $425.00 $20,825.00 $535.00 $26,215.00 $560.00 $27,440.00 $800.00 $39,200.00 46 PSIPE Berber's thunbergii'Goruzam'/ DWARF GOLDEN RUBY BARBERRY(2 gal.) 557 EA $26.00 $14,482 00 $50 00 $27,850.00 $55.00 $30,635.00 $40.00 $22,280 00 47 PSIPE Juniperus squamata'Blue star'/ BLUE STAR JUNIPER (2 gal) 582 EA $26.00 $15,132.00 $50.00 $29,100.00 $55.00 $32,010 00 $35.00 $20,370.00 48 PSIPE Helictotrichon sempervirens/ BLUE OAT GRASS (1 gal) 192 EA $14 00 $2,688.00 $40.00 $7,680.00 $44.00 $8,448.00 $18.00 53,456.00 49 PSIPE Juniperus horizontalis'Wiltonii'/ BLUE RUG JUMPER (2 gal.) 156 EA $26.00 $4,056.00 $50.00 $7,800.00 $55.00 $8,580.00 $35.00 $5,460.00 50 PSIPE Rosa'N0A831-0OB' I FLOWER CARPET SCARLET ROSE (2 gal.) 241 EA 526.00 $6,266.00 550.00 512,050.00 $55.00 $13,255.00 $40.00 59,640.00 51 PSIPE Rudbeckia fulgida'Goldstrum'/ BLACK EYED SUSAN (1 gal.) 331 EA $14.00 $4,634.00 $40.00 $13,240.00 $44.00 $14,564.00 518.00 $5,958.00 52 Basalt Rock Mulch 67 CY $125.00 $8,375.00 $115.00 57,705.00 $150.00 $10,050 00 $100.00 $6,700.00 53 Topsoil Type A 468 CY $75.00 $35,100.00 $60.00 $28,080.00 $77.00 $36,036.00 $45.00 $21,060.00 54 Soil Amendment 1 CALC $10,000.00 $10,000 00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 55 Back of Sidewalk Restoration 1 CALC $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 56 Pea Gravel 6 CY $110.00 $660.00 $133.00 $798.00 $145.00 5870.00 $225.00 $1,350.00 57 Weed Barrier Fabric 703 SF $5.00 $3,515.00 $0.90 $632.70 $1.30 $913.90 $7.00 $4,921.00 58 Streambed Cobbles (6" size) 24 CY $90.00 $2,160.00 $135 00 $3,240.00 5155.00 $3,720.00 $225.00 $5,400.00 59 Streambed Boulders (two man size) 180 EA $95.00 $17,100.00 $125.00 522,500.00 $145.00 $26,100.00 $140.00 $25,200.00 60 Root Barrier (12" depth) 796 LF $18 00 $14,328.00 $22.00 $17,512.00 $24.00 $19,104 00 $16.00 $12,736.00 61 Tree Grates (4'x6') 20 EA $3,675.00 $73,500.00 $2,500.00 $50,000.00 $2,100 00 $42,000.00 $3,400.00 $68,000.00 62 Tree Grates (3'x6') 22 EA $2,400.00 552,800.00 $2,000.00 $44,000.00 51,525.00 $33,550.00 $2,800.00 $61,600.00 63 Root Path 1,989 LF 518.00 535,802.00 $15.00 $29,835.00 $20.00 $39,780.00 $35.00 $69,615.00 SCHEDULE A - CONTINUED ON PAGE 7 1 h. IS 4 c __ CITY PROJECT NO 2340 Federal Aid No STPUS-4579(011) CITY OF YAKIMA North 1st Street Revitalization 1 Y,tL�t 'IV' Street to SR12 DATE January 11, 2019 FILE. N 1st St PH 1 Bid Summary.pub SHEET 6 of 8 MINI 1E111 MN r II= NMI IIIIII 111111 11111111rNMI BID SUMMARY North 1st Street Revitalization -'N' St. to SR12 Federal Aid No. STPUS-4579(011) CITY PROJECT NO. 2340 ENGINEERS ESTIMATE COLUMBIA ASPHALT & READY MIX Yakima, WA GRANITE CONSTRUCTION, INC. Yakima, WA SELLAND CONSTRUCTION, INC. Wenatchee, WA ITEM NO. Bid Security 5% BID BOND 5% BID BOND 5% BID BOND 5% BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT SCHEDULE A (Continued from Page 6) 64 Benches 10 EA $2,850.00 $28,500.00 $1,070.00 $10,700.00 $3,150.00 $31,500.00 $3,500.00 $35,000.00 65 Trash Receptacles 5 EA $2,800.00 $14,000.00 $940.00 $4,700.00 $1,875.00 $9,375.00 $1,800.00 $9,000.00 66 Bike Racks 5 EA $650.00 $3,250.00 $275.00 $1,375.00 $885.00 $4,425.00 $1,000.00 $5,000.00 67 Irrigation System 1 LS $25,000.00 $25,000.00 $85,000.00 $85,000.00 $95,000.00 $95,000.00. $150,000.00 $150,000.00 68 Minor Change 1 DOL $15,000.00 $15,000.00 $15,000.00 515,000.00 $15,000.00 $15,000.00 515,000.00 $15,000.00 69 Bollard Type 2 2 EA $400.00 $800.00 $800.00 $1,600.00 $605.00 $1,210.00 $600.00 $1,200.00 70 Trench Safety System 1,990 LF $3.00 $5,970.00 $2.30 $4,577.00 $1.00 $1,990.00 $2.00 $3,980.00 71 Cement Conc. Traffic Curb & Gutter 4,885 LF $35.00 $170,975.00 $21.00 $102,585.00 $22.00 $107,470.00 $24.00 $117,240.00 72 Cement Conc. Pedestrian Curb 250 LF $25.00 $6,250.00 $19.00 $4,750.00 $16.00 $4,000.00 515.00 $3,750.00 73 Commercial Driveway Entrance 1,400 SY $60.00 $84,000.00 $63.00 588,200.00 $70.00 $98,000.00 $75.00 5105,000.00 74 Chain Link Fence 273 LF 518.00 $4,914.00 $41.00 $11,193.00 $39.50 $10,783.50 $40.00 $10,920.00 75 End, Gate, Corner, and Pull Post For Chain Link Fence 7 EA $325.00 $2,275.00 $87.00 $609.00 $83.00 $581.00 585.00 $595.00 76 Monument Case & Cover 2 EA $1,000.00 $2,000.00 $1,500.00 $3,000.00 $360.00 $720.00 $450.00 5900.00 77 Cement Conc. Sidewalk 3,220 SY $40.00 $128,800.00 $56.00 $180,320.00 $62.00 $199,640.00 $60.00 $193,200.00 78 Cement Conc. Curb Ramp Type Parallel A 2 EA $1,500.00 $3,000.00 $1,400.00 $2,800.00 $1,660.00 $3,320.00 $1,500.00 $3,000.00 79 Cement Conc. Curb Ramp Type Perpedicular A 2 EA $1,500.00 53,000.00 $1,400.00 $2,800.00 $1,660.00 53,320.00 $1,500.00 $3,000.00 80 Cement Conc. Curb Ramp Type Single Direction A 5 EA $1,500.00 $7,500.00 $1,400.00 $7,000.00 $1,660.00 $8,300.00 $1,500.00 $7,500.00 81 Cement Conc. Curb Ramp Type Single Direction B 3 EA $1,500.00 $4,500.00 51,500.00 $4,500.00 $1,760.00 $5,280.00 $1,600.00 $4,800.00 82 Illumination System 1 LS $350,000.00 $350,000.00 $680,000.00 $680,000.00 $615,000.00 5615,000.00 $675,000.00 $675,000.00 83 Permanent Traffic Count Station 1 LS $10,000.00 $10,000.00 $17,000.00 $17,000.00 $20,000.00 $20,000.00 $15,000.00 $15,000.00 84 Accessible Pedestrian Signal 1 LS $8,000.00 $8,000.00 $8,500.00 $8,500.00 $9,500.00 $9,500.00 $8,000.00 $8,000.00 85 Permanent Signing 1 LS $22,750.00 $22,750.00 $11,600.00 $11,600.00 $11,000.00 $11,000.00 $11,000.00 $11,000.00 86 Plastic Line 9,490 LF $3.00 $28,470.00 $1.30 $12,337.00 51.25 $11,862.50 $1.25 $11,862.50 87 Plastic Wide Lane Line 2,310 LF $3.25 57,507.50 $2.00 $4,620.00 $1.90 $4,389.00 $2.00 $4,620.00 88 12 In. Plastic Wide Lane Line 290 LF 55.50 $1,595.00 $3.50 $1,015.00 $3.30 $957.00 $3.00 5870.00 89 Plastic Traffic Arrow 14 EA $200.00 $2,800.00 $145.00 52,030.00 $138.00 $1,932.00 5140.00 $1,960.00 90 Plastic Crosswalk Line 260 SF $10.00 $2,600.00 $7.00 $1,820.00 $6.60 $1,716.00 $6.00 $1,560.00 91 Plastic Stop Line 160 LF $10.00 $1,600.00 $7.00 $1,120.00 $6.60 $1,056.00 $6.00 $960.00 92 Plastic Bicycle Symbol 14 EA $250.00 $3,500.00 $210.00 $2,940.00 $200.00 $2,800.00 $200.00 52,800.00 93 Raised Pavement Marker Type 2 1 70 HUND $1,400.00 $2,380.00 $570.00 $969.00 $550.00 $935.00 $500.00 $850.00 94 Temporary Pavement Marking 18,980 LF 51.50 528,470.00 ' $0.20 53,796.00 $0.22 54,175.60 50.85 $16,133.00 SCHUDULE A SUBTOTAL - _ $3,016,018.50 $3,873,873.70 $4,003,598.00 $4,080,702.50 SCHEDULE B ON PAGE 8 _^ ' I._ ..t.• s , CITY PROJECT NO 2340 Federal Aid No STPUS-4579(011) CITY OF YAKIMA North lst Street Revitalization 1 Y:, ` `N'`Street to SR12 DATE. January 11, 2019 FILE. N lst St PH 1 Bid Summary.pub SHEET of ( ) 7 8 BID SUMMARY North 1st Street Revitalization - 'N' St. to SR12 Federal Aid No. STPUS-4579(011) CITY PROJECT NO. 2340 ENGINEERS ESTIMATE COLUMBIA ASPHALT & READY MIX Yakima, WA GRANITE CONSTRUCTION, INC. Yakima, WA SELLAND CONSTRUCTION, INC. Wenatchee, WA ITEM Bid Security 5% BID BOND 5% BID BOND 5% BID BOND 5% BID BOND NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT SCHEDULE B 95 Mobilization 1 LS $30,400 00 $30,400 00 $3,900.00 $3,900.00 $25,000.00 525,000.00 $3,500.00 $3,500.00 96 Roadway Surveying 1 LS $4,600.00 $4,600.00 $4,000.00 $4,000.00 $18,000 00 $18,000.00 $10,000.00 $10,000.00 97 Adjust Manhole 4 EA $800.00 $3,200.00 $950.00 $3,800.00 5825.00 $3,300.00 $800.00 $3,200.00 98 PVC Sanitary Sewer Pipe 4 In. Diam. 225 LF $35.00 $7,875.00 $50.00 $11,250.00 $55.00 $12,375.00 $120.00 $27,000.00 99 PVC Sanitary Sewer Pipe 8 In. Diam. 1,120 LF $40.00 $44,800.00 $57.00 $63,840.00 $53.00 $59,360.00 $100.00 $112,000.00 100 Manhole 48 In. Diam Type 1 5 EA $4,000.00 $20,000.00 $4,800.00 $24,000.00 $5,400.00 $27,000.00 $4,500.00 $22,500.00 101 Plugging Existing Pipe 24 EA $425.00 $10,200.00 $179.00 $4,296.00 $375.00 $9,000.00 5400.00 $9,600.00 102 Ductile Iron Pipe for Water Main, 6 In. Diam. 13 LF $40.00 $520.00 $132.00 $1,716.00 $367.00 $4,771.00 $300.00 $3,900.00 103 Ductile Iron Pipe for Water Main, 8 In. Diam. 584 LF $50.00 $29,200.00 $114.00 $66,576.00 5120.00 $70,080.00 $115.00 $67,160.00 104 Ductile Iron Pipe for Water Main, 12 In. Diam. 2,043 LF $55.00 $112,365 00 599.00 $202,257.00 $110.00 $224,730.00 $105.00 $214,515.00 105 Gate Valve 2 In. 5 EA $200.00 $1,000.00 $1,105.00 $5,525.00 51,300.00 $6,500.00 $1,000.00 $5,000.00 106 Gate Valve 4 In. 2 EA $400.00 $800.00 $1,500.00 $3,000.00 $1,350.00 $2,700.00 51,300.00 52,600.00 107 Gate Valve 6 In. 1 EA $800.00 $800.00 $1,580.00 $1,580.00 51,525.00 $1,525.00 $1,500.00 $1,500.00 108 Gate Valve 8 In. 7 EA $1,000.00 $7,000.00 $2,035.00 $14,245.00 $2,000 00 $14,000.00 $2,000.00 $14,000.00 109 Butterfly Valve 12 In. 10 EA $1,600.00 $16,000.00 $3,610.00 $36,100.00 $3,500.00 $35,000.00 $3,600.00 $36,000.00 110 Blow -Off Assembly 1 EA $1,000.00 $1,000.00 $1,265.00 $1,265.00 $1,400.00 $1,400.00 $2,000.00 $2,000.00 111 Connect to Existing Water Main 9 EA $250.00 $2,250.00 $1,290.00 $11,610.00 $2,425.00 $21,825.00 $2,600.00 $23,400.00 112 Adjust Valve Box 6 EA 5500.00 $3,000.00 $640.00 $3,840.00 5600.00 $3,600.00 $400.00 $2,400 00 113 Hydrant Assembly 8 EA 55,000.00 540,000.00 55,490.00 $43,920.00 56,700.00 $53,600.00 55,500.00 $44,000.00 114 Service Connection 1 In. Diam. 4 EA $300.00 $1,200 00 $2,270.00 $9,080.00 $2,725.00 $10,900.00 $2,500.00 $10,000.00 115 Service Connection 2 In. Diam. 4 EA $300.00 $1,200.00 $5,490.00 $21,960.00 $6,450.00 $25,800.00 $5,400.00 $21,600.00 116 Ductile Iron Service Connection 4 In. Diam. 2 EA $350.00 $700.00 $7,600.00 $15,200.00 $10,500.00 $21,000.00 $5,500.00 $11,000.00 117 Backflow Device 1 EA 5250.00 $250.00 $2,120.00 $2,120.00 $1,800.00 $1,800.00 $1,200.00 $1,200.00 118 Trench Safety System 3,448 LF $3.00 $10,344.00 $0 50 $1,724.00 $1.00 $3,448.00 $2.00 $6,896.00 119 Dewatering 1 FA 550,000.00 $50,000.00 550,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000 00 120 Disposal of Contaminated Soil 1 FA $5,000.00 $5,000.00 $5,000.00 $5,000.00 55,000.00 $5,000.00 $5,000.00 $5,000.00 Schedule B Total $403,704.00 $611,804.00 $711,714.00 $709,971.00 8.2% Sales Tax on Schedule B $33,103.73 $50,167.93 $58,360.55 $58,217.62 Schedule B Subtotal $436,807 73 $661,971.93 $770,074.55 $768,188.62 GRAND TOTAL (SCHEDULE A + SCHEDULE B) $3,452,826.23 $4,535,845.63 $4,773,672.55 $4,848,891 12 '� CITY OF YAKIMA o ®� <,, North lst Street Revitalization " ?-i 'NJ' Street to SR12 v k=r t) •rhr, .: s _> CITY PROJECT NO 2340 DATE. January 11, 2019 k '-"E . Federal Aid No STPUS 4579 011 FILE. N 1st St PH 1 Bid Summary.pub 8 .ti, ( ) SHEET 8 of NE MINI EN 111E1' 111111 City of Yakima 129 N. 2nd Street Yakima, WA 98901 509-576-6417 DATE: December 12, 2018 RE: Addendum No. 1 TO: Plan Holders PREPARED BY: John Buehler, PE / Ken Hash, PE SUBJECT: North 1s1 Street Revitalization Project, Addendum 1 (Bids to be opened and read December 19, 2018) The following changes are made to the Project Bid Proposal: 1. Modify bid item # 9, "Roadside Cleanup" — Add unit price of $25,000 to Bid Schedule 2. Delete bid item #18, "Common Borrow Incl. Haul". 3. Modify bid item # 19, "Crushed Surfacing Base Course" — Change quantity from 16,900 to 17,000. 4. Modify bid item # 24, "Job Mix Compliance Adjustment" — Add unit price of $ -1.00 to Bid Schedule 5. Modify bid item # 25, "Compaction Price Adjustment" — Add unit price of $ -1.00 to Bid Schedule. 6. Delete bid item #26, "Asphalt Cost Price Adjustment". 7. Add new bid item (see attached bid schedule for bid item number), "Ductile Iron Storm Sewer pipe 24 In. Diam." — 360 LF. 8. Modify bid item # 40, "Manhole 60 In. Diam. Type 3" — Change quantity from 1 to 2. 9. Modify bid item # 55, "Soil Amendment" — Add unit price of $10,000 to Bid Schedule. 10. Modify bid item # 56, "Back of Sidewalk Restoration" — Add unit price of $10,000 to Bid Schedule. 11. Modify bid item # 67, "Minor Change" — Change unit to "DOL" and add price of $15,000 to Bid Schedule. 12. Modify bid item # 71, "Trench Safety System" — Change quantity from 5,700 to 1,990. 13. Add new bid item to Schedule B (see attached bid schedule for bid item number), "Dewatering" — Force Account - $50,000. The attached Addendum 1 bid schedule has been modified as described above. Post -modification and addition/deletions as noted above, all bid item numbers have been revised based on the updates. Include this revised bid schedule when submitting your bid Any bid not including these new sheets will be rejected as non -responsive. The following changes are made to the Contract Special Provisions: 1 Delete the word "gravel" in the third paragraph of Section 2-02.4 Measurement of the Special Provisions (bottom page 124) City of Yakima N 1st Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Adddendum No. 1 2. Delete the fifth paragraph of Section 7-09.3(19)A Connect to Existing Mains in the project specifications (top of page 162, "The Water/Irrigation Division shall furnish and install...") 3 Delete the first paragraph of Section 7-09.3(23)C Testing Hydrants Installed on Existing Mains in the project specifications (page 163, "For hydrants being installed...") 4. Add the following special provision: DEWATERING DESCRIPTION THIS WORK SHALL CONSIST OF KEEPING EXCAVATIONS ABOVE THE FOUNDATION LEVEL FREE FROM WATER DURING CONSTRUCTION CONSTRUCTION REQUIREMENTS As DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE ALL NECESSARY EQUIPMENT TO KEEP EXCAVATIONS ABOVE THE FOUNDATION LEVEL FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY OR NUISANCE TO THE PUBLIC SUFFICIENT PUMPING EQUIPMENT IN GOOD WORKING CONDITION SHALL BE AVAILABLE AT ALL TIMES FOR ALL EMERGENCIES, INCLUDING POWER OUTAGE, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF THE PUMPING EQUIPMENT MEASUREMENT THERE WILL BE NO UNIT OF MEASUREMENT FOR DEWATERING. PAYMENT "DEWATERING", BY FORCE ACCOUNT AS PROVIDED IN SECTION 1-09.6 To PROVIDE A COMMON PROPOSAL FOR ALL BIDDERS, THE CONTRACTING AGENCY HAS ENTERED AN AMOUNT IN THE PROPOSAL TO BECOME A PART OF THE CONTRACTOR'S TOTAL BID The following changes are made to the Project Plans: 5. Sheet 15 of 70, Street & Storm Plan & Profile, modify as follows. a. Removed non -applicable curb lines that are overlaid on the Tamarack Avenue Curb return this sheet for clarity A revised plan sheet is being provided with this change. City of Yakima N 15L Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No. 1 6 Sheet 16 of 70, Street & Storm Plan & Profile, modify as follows: a. Revised pipe material note for 24" storm from " 24" PVC C900 (ST) " to " 24" DI (ST) " on storm pipe at Tamarack Avenue. b. Adjust manhole to FG construction bubble note "14" in lower left of plan view shown on MH outside of right-of-way removed. c. Dimension for driveway approach construction on lower left of plan view revised. A revised plan sheet is being provided with this change. 7. Sheet 18 of 70, Street & Storm Plan & Profile, modify as follows: a. MH-1 revised to 60-in diameter manhole. A revised plan sheet is being provided with this change. 8. Sheet 20 of 70, Street Plan & Profile with ADA Grading Plan, modify as follows: a. Dectectable Warning Surface placement and orientation revised. A revised plan sheet is being provided with this change. 9. Sheet 21 of 70, Street Plan & Profile with ADA Grading Plan, modify as follows: a. Dectectable Warning Surface placement and orientation revised. A revised plan sheet is being provided with this change. 10. Sheet 22 of 70, Street Plan & Profile with ADA Grading Plan, modify as follows: a. Dectectable Warning Surface placement and orientation revised. A revised plan sheet is being provided with this change. 11. Sheet 23 of 70, Street Plan & Profile with ADA Grading Plan, modify as follows: a. Dectectable Warning Surface placement and orientation revised. A revised plan sheet is being provided with this change. 12 Sheet 49 of 70, Illumination Details, modify as follows. a. City of Yakima Detail El replaced with current standard dated 1-2018. A revised plan sheet is being provided with this change. 13. Sheet 56 of 70, Miscellaneous Details, modify as follows: a. Detectable warning surface orientation revised on "Single Direction Curb Ramp" detail A revised plan sheet is being provided with this change. Attachments. Revised Bid Schedule, Sheet 15, Sheet 16, Sheet 18, Sheet 20, Sheet 21, Sheet 22, Sheet 23, Sheet 49, Sheet 56, and Revised Special Provisions pages 124, 132, 133, 162 and 163. City of Yakima N 15t Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No. 1 ITEM PROPOSAL BID SHEET North 1 St Street Revitalization Federal Aid No. STPUS-4579(011) City Project No. 2340 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1 LS 2 ROADWAY SURVEYING 1 LS 3 SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN 1 LS 4 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS 5 TRAFFIC CONTROL SUPERVISOR 1 LS 6 FLAGGERS AND SPOTTERS 1,440 HR 7 CONSTRUCTION SIGNS CLASS A 380 SF 8 PORTABLE CHANGEABLE MESSAGE SIGN 1,440 HR 9 ROADSIDE CLEANUP 1 EST $ 25,000 00 $ 25,000 00 10 CLEARING AND GRUBBING 1 LS 11 SAWCUTTING EXISTING ASPHALT PAVEMENT 3,200 LF 12 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 13 REMOVING MANHOLE 15 EA 14 REMOVING DRAINAGE STRUCTURE 17 EA 15 REMOVING FENCE 280 LF 16 REMOVING FIRE HYDRANT 8 EA 17 ROADWAY EXCAVATION INCL. HAUL 6,410 CY 18 CRUSHED SURFACING BASE COURSE 17,000 TON 19 CRUSHED SURFACING TOP COURSE 700 TON 20 HMA CL. 3/4 IN. PG 70-28 6,100 TON 21 HMA FOR APPROACH CL. 1/2 IN PG 64-28 110 TON 22 HMA FOR TRENCH RESTORATION 420 SY 23 JOB MIX COMPLIANCE PRICE ADJUSTMENT 1 CALC $ -1 00 $ -1 00 24 COMPACTION PRICE ADJUSTMENT 1 CALC $ -1 00 $ -1 00 25 PVC C900 STORM SEWER PIPE 8 IN DIAM 389 LF 26 PVC C900 STORM SEWER PIPE 12 IN DIAM 661 LF 27 PVC C905 STORM SEWER PIPE 18 IN DIAM 471 LF 28 PVC C905 STORM SEWER PIPE 24 IN DIAM 465 LF 29 SCHEDULE A STORM SEWER PIPE 8 IN DIAM 62 LF 30 SCHEDULE A STORM SEWER PIPE 12 IN DIAM 172 LF 31 SCHEDULE A STORM SEWER PIPE 18 IN DIAM 319 LF 32 SCHEDULE A STORM SEWER PIPE 24 IN DIAM 648 LF 33 DUCTILE IRON STORM SEWER PIPE 24 IN DIAM 360 LF 34 COMBINATION INLET 7 EA City of Yakima N 1st Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No. 1 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 35 CATCH BASIN TYPE 1 21 EA 36 CATCH BASIN TYPE 2 1 EA 37 MANHOLE 48 IN. DIAM TYPE 3 12 EA 38 MANHOLE 60 IN. DIAM. TYPE 3 2 EA 39 MANHOLE 72 IN DIAM. TYPE 3 1 EA 40 CDS STORM WATER TREATMENT SYSTEM 1 EA 41 ESC LEAD 20 DAY 42 EROSION CONTROL AND WATER POLLUTION CONTROL 1 LS 43 PSIPE ACER RUBRUM 'BOWHALL' / BOWHALL MAPLE (2 5" CAL.) 22 EA 44 PSIPE TILIA CORDATA 'CORZAM'/ CORINTHIAN LITTLE LEAF LINDEN (2.5" CAL.) 49 EA 45 PSIPE BERBERIS THUNBERGII 'GORUZAM'/ DWARF GOLDEN RUBY BARBERRY (2 GAL.) 557 EA 46 PSIPE JUNIPERUS SQUAMATA 'BLUE STAR'/ BLUE STAR JUNIPER (2 GAL.) 582 EA 47 PSIPE HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS (1 GAL.) 192 EA 48 PSIPE JUNIPERUS HORIZONTALIS 'WILTONII'/ BLUE RUG JUNIPER (2 GAL.) 156 EA 49 PSIPE ROSA 'N0A831-00B' / FLOWER CARPET SCARLET ROSE (2 GAL.) 241 EA 50 PSIPE RUDBECKIA FULGIDA 'GOLDSTRUM' / BLACK EYED SUSAN (1 GAL.) 331 EA 51 BASALT ROCK MULCH 67 CY 52 TOPSOIL TYPE A 468 CY 53 SOIL AMENDMENT 1 CALC $ 10,000.00 $ 10,000 00 54 BACK OF SIDEWALK RESTORATION 1 CALC $ 10,000.00 $ 10,000 00 55 PEA GRAVEL 6 CY 56 WEED BARRIER FABRIC 703 SF 57 STREAMBED COBBLES (6" SIZE) 24 CY 58 STREAMBED BOULDERS (TWO MAN SIZE) 180 EA 59 ROOT BARRIER (12" DEPTH) 796 LF 60 TREE GRATES (4'X6') 20 EA 61 TREE GRATES (3'X6') 22 EA 62 ROOT PATH 1,989 LF 63 BENCHES 10 EA 64 TRASH RECEPTACLES 5 EA 65 BIKE RACKS 5 EA 66 IRRIGATION SYSTEM 1 LS 67 MINOR CHANGE 1 DOL $ 15,000.00 $ 15,000 00 City of Yakima N 1st Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No 1 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 68 BOLLARD TYPE 2 2 EA 69 TRENCH SAFETY SYSTEM 1,990 LF 70 CEMENT CONC TRAFFIC CURB & GUTTER 4,885 LF 71 CEMENT CONC PEDESTRIAN CURB 250 LF 72 COMMERCIAL DRIVEWAY ENTRANCE 1,400 SY 73 CHAIN LINK FENCE 273 LF 74 END, GATE, CORNER, AND PULL POST FOR CHAIN LINK FENCE 7 EA 75 MONUMENT CASE & COVER 2 EA 76 CEMENT CONC SIDEWALK 3,220 SY 77 CEMENT CONC CURB RAMP TYPE PARALLEL A 2 EA 78 CEMENT CONC CURB RAMP TYPE PERPEDICULAR A 2 EA 79 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A 5 EA 80 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION B 3 EA 81 ILLUMINATION SYSTEM 1 LS 82 PERMANENT TRAFFIC COUNT STATION 1 LS 83 ACCESSIBLE PEDESTRIAN SIGNAL 1 LS 84 PERMANENT SIGNING 1 LS 85 PLASTIC LINE 9,490 LF 86 PLASTIC WIDE LANE LINE 2,310 LF 87 12 IN PLASTIC WIDE LANE LINE 290 LF 88 PLASTIC TRAFFIC ARROW 14 EA 89 PLASTIC CROSSWALK LINE 260 SF 90 PLASTIC STOP LINE 160 LF 91 PLASTIC BICYCLE SYMBOL 14 EA 92 RAISED PAVEMENT MARKER TYPE 2 1 70 HUND 93 TEMPORARY PAVEMENT MARKING 18,980 LF Schedule A Total City of Yakima N 1st Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No 1 SCHEDULE B ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 94 MOBILIZATION 1 LS 95 ROADWAY SURVEYING 1 LS 96 ADJUST MANHOLE 5 EA 97 PVC SANITARY SEWER PIPE 4 IN. DIAM 325 LF 98 PVC SANITARY SEWER PIPE 8 IN DIAM. 1,070 LF 99 MANHOLE 48 IN. DIAM TYPE 1 5 EA 100 PLUGGING EXISTING PIPE 24 EA 101 DUCTILE IRON PIPE FOR WATER MAIN, 6 IN. DIAM 13 LF 102 DUCTILE IRON PIPE FOR WATER MAIN, 8 IN. DIAM 584 LF 103 DUCTILE IRON PIPE FOR WATER MAIN, 12 IN DIAM. 2,043 LF 104 GATE VALVE 2 IN 5 EA 105 GATE VALVE 4 IN 2 EA 106 GATE VALVE 6 IN 1 EA 107 GATE VALVE 8 IN 7 EA 108 BUTTERFLY VALVE 12 IN 10 EA 109 BLOW -OFF ASSEMBLY 1 EA 110 CONNECT TO EXISTING WATER MAIN 9 EA 111 ADJUST VALVE BOX 6 EA 112 HYDRANT ASSEMBLY 8 EA 113 SERVICE CONNECTION 1 IN DIAM 4 EA 114 SERVICE CONNECTION 2 IN. DIAM 4 EA 115 DUCTILE IRON SERVICE CONNECTION 4 IN. DIAM 2 EA 116 BACKFLOW DEVICE 1 EA 117 TRENCH SAFETY SYSTEM 3,710 LF 118 DEWATERING 1 FA $ 50,000 00 $ 50,000 00 Schedule B Total Sales Tax (8.2%) for Water and Sanitary Sewer Schedule B Subtotal Construction Total (Sum Schedule A Subtotal + Schedule B Subtotal) City of Yakima N 1st Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No. 1 City of Yakima 129 N 2nd Street Yakima, WA 98901 509-576-6417 DATE: December 17, 2018 RE: Addendum No. 2 TO: Plan Holders PREPARED BY: John Buehler, PE / Ken Hash, PE SUBJECT: North 1s' Street Revitalization Project, Addendum 2 (Bids to be opened and read January 3, 2019) The following changes are made to the Invitation to Bid: Bid opening is change to 2:00 pm on January 3, 2019. The following changes are made to the Project Bid Proposal: 1. Add bid item, Schedule A, "DISPOSAL OF CONTAMINATED SOIL" — Force Account — Add unit price of $5,000 to Bid Schedule. 2. Add bid item, Schedule B, "DISPOSAL OF CONTAMINATED SOIL" — Force Account — Add unit price of $5,000 to Bid Schedule. The attached Addendum 2 bid schedule has been modified as described above. Post -modification and addition/deletions as noted above, all bid item numbers have been revised based on the updates. Include this revised bid schedule when submitting your bid. Any bid not including these new sheets will be rejected as non -responsive. The following changes are made to the Contract Special Provisions: 1 Lines 33 through 34 on page 123 Section 2-02.1 are revised to read: Removing Water Valves 16 EA Water Pipe Removal 1,350 LF Removal of Storm Sewer Pipe 4,050 LF Removal of Water Meter Vaults / Boxes 9 EA 2. The second paragraph of Section 8-03.3(1) Layout of Irrigation System (page 179, lines 38-40) is revised to read Sleeves under the roadway extending distances longer than 40 feet shall be constructed of PVC C-900 For sleeves extending long distances or at sleeve crossings, a maintenance junction box shall be installed every 300 feet. City of Yakima N 1st Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No. 2 3. Lines 26 and 27 of Section 8-20.1 Description (page 184) are revised to read - This work shall include removal of existing street lights. Luminaires called out for removal in the 4 Add the following special provision Contaminated Soils Description This work shall consist of remediation unexpected, contaminated soils Construction Requirements During the geotechnical explorations, hydrocarbon odor was encountered in some of the cores. If during excavation, the Contractor encounters soils with a sheen or odor of hydrocarbons, associated activities shall cease, and any removed material suspected of being contaminated shall be secured either in a covered dropbox or stockpiled on visqueen plastic, covered, and secured. The Engineer shall be contacted immediately. The Engineer will contact an environmental professional to characterize the material for management/disposal. The Contractor shall make every effort to move operations to another part of the project while the Engineer determines the disposition of the suspect materials Measurement There will be no unit of measurement for disposal of contaminated soil Payment "Disposal of Contaminated Soil", by force account as provided in Section 1-09 6 To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the Contractor's total Bid. Attachments: Revised Bid Schedule City of Yakima N 1st Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No 2 ITEM PROPOSAL BID SHEET North 1st Street Revitalization Federal Aid No. STPUS-4579(011) City Project No. 2340 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1 LS 2 ROADWAY SURVEYING 1 LS 3 SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN 1 LS 4 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS 5 TRAFFIC CONTROL SUPERVISOR 1 LS 6 FLAGGERS AND SPOTTERS 1,440 HR 7 CONSTRUCTION SIGNS CLASS A 380 SF 8 PORTABLE CHANGEABLE MESSAGE SIGN 1,440 HR 9 ROADSIDE CLEANUP 1 EST $ 25,000.00 $ 25,000 00 10 CLEARING AND GRUBBING 1 LS 11 SAWCUTTING EXISTING ASPHALT PAVEMENT 3,200 LF 12 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 13 REMOVING MANHOLE 15 EA 14 REMOVING DRAINAGE STRUCTURE 17 EA 15 REMOVING FENCE 280 LF 16 REMOVING FIRE HYDRANT 8 EA 17 ROADWAY EXCAVATION INCL. HAUL 6,410 CY 18 DISPOSAL OF CONTAMINATED SOIL 1 FA $ 5,000 00 $ 5,000.00 19 CRUSHED SURFACING BASE COURSE 17,000 TON 20 CRUSHED SURFACING TOP COURSE 700 TON 21 HMA CL. 3/4 IN PG 70-28 6,100 TON 22 HMA FOR APPROACH CL. 1/2 IN. PG 64-28 110 TON 23 HMA FOR TRENCH RESTORATION 420 SY 24 JOB MIX COMPLIANCE PRICE ADJUSTMENT 1 CALC $ -1.00 $ -1.00 25 COMPACTION PRICE ADJUSTMENT 1 CALC $ -1.00 $ -1 00 26 PVC C900 STORM SEWER PIPE 8 IN. DIAM 389 LF 27 PVC C900 STORM SEWER PIPE 12 IN DIAM 661 LF 28 PVC C905 STORM SEWER PIPE 18 IN. DIAM 471 LF 29 PVC C905 STORM SEWER PIPE 24 IN. DIAM 465 LF 30 SCHEDULE A STORM SEWER PIPE 8 IN DIAM. 62 LF 31 SCHEDULE A STORM SEWER PIPE 12 IN DIAM 172 LF 32 SCHEDULE A STORM SEWER PIPE 18 IN. DIAM 319 LF 33 SCHEDULE A STORM SEWER PIPE 24 IN DIAM 648 LF 34 DUCTILE IRON STORM SEWER PIPE 24 IN DIAM 360 LF City of Yakima N 1st Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No. 2 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 35 COMBINATION INLET 7 EA 36 CATCH BASIN TYPE 1 21 EA 37 CATCH BASIN TYPE 2 1 EA 38 MANHOLE 48 IN DIAM TYPE 3 12 EA 39 MANHOLE 60 IN DIAM TYPE 3 2 EA 40 MANHOLE 72 IN DIAM TYPE 3 1 EA 41 CDS STORM WATER TREATMENT SYSTEM 1 EA 42 ESC LEAD 20 DAY 43 EROSION CONTROL AND WATER POLLUTION CONTROL 1 LS 44 PSIPE ACER RUBRUM 'BOWHALL' / BOWHALL MAPLE (25"CAL ) 22 EA 45 PSIPE TILIA CORDATA'CORZAM'/ CORINTHIAN LITTLE LEAF LINDEN (2 5" CAL.) 49 EA 46 PSIPE BERBERIS THUNBERGII 'GORUZAM'/ DWARF GOLDEN RUBY BARBERRY (2 GAL.) 557 EA 47 PSIPE JUNIPERUS SQUAMATA 'BLUE STAR'/ BLUE STAR JUNIPER (2 GAL.) 582 EA 48 PSIPE HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS (1 GAL.) 192 EA 49 PSIPE JUNIPERUS HORIZONTALIS 'WILTONII'/ BLUE RUG JUNIPER (2 GAL ) 156 EA 50 PSIPE ROSA 'N0A831-00B' / FLOWER CARPET SCARLET ROSE (2 GAL.) 241 EA 51 PSIPE RUDBECKIA FULGIDA 'GOLDSTRUM' / BLACK EYED SUSAN (1 GAL.) 331 EA 52 BASALT ROCK MULCH 67 CY 53 TOPSOIL TYPE A 468 CY 54 SOIL AMENDMENT 1 CALC $ 10,000 00 $ 10,000 00 55 BACK OF SIDEWALK RESTORATION 1 CALC $ 10,000 00 $ 10,000 00 56 PEA GRAVEL 6 CY 57 WEED BARRIER FABRIC 703 SF 58 STREAMBED COBBLES (6" SIZE) 24 CY 59 STREAMBED BOULDERS (TWO MAN SIZE) 180 EA 60 ROOT BARRIER (12" DEPTH) 796 LF 61 TREE GRATES (4'X6') 20 EA 62 TREE GRATES (3'X6') 22 EA 63 ROOT PATH 1,989 LF 64 BENCHES 10 EA 65 TRASH RECEPTACLES 5 EA 66 BIKE RACKS 5 EA 67 IRRIGATION SYSTEM 1 LS City of Yakima N 1st Street Revitalization Project— Prj No 2340 — STPUS-4579(011) Addendum No 2 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 68 MINOR CHANGE 1 DOL $ 15,000.00 $ 15,000 00 69 BOLLARD TYPE 2 2 EA 70 TRENCH SAFETY SYSTEM 1,990 LF 71 CEMENT CONC. TRAFFIC CURB & GUTTER 4,885 LF 72 CEMENT CONC PEDESTRIAN CURB 250 LF 73 COMMERCIAL DRIVEWAY ENTRANCE 1,400 SY 74 CHAIN LINK FENCE 273 LF 75 END, GATE, CORNER, AND PULL POST FOR CHAIN LINK FENCE 7 EA 76 MONUMENT CASE & COVER 2 EA 77 CEMENT CONC SIDEWALK 3,220 SY 78 CEMENT CONC. CURB RAMP TYPE PARALLEL A 2 EA 79 CEMENT CONC. CURB RAMP TYPE PERPEDICULAR A 2 EA 80 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 5 EA 81 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION B 3 EA 82 ILLUMINATION SYSTEM 1 LS 83 PERMANENT TRAFFIC COUNT STATION 1 LS 84 ACCESSIBLE PEDESTRIAN SIGNAL 1 LS 85 PERMANENT SIGNING 1 LS 86 PLASTIC LINE 9,490 LF 87 PLASTIC WIDE LANE LINE 2,310 LF 88 12 IN PLASTIC WIDE LANE LINE 290 LF 89 PLASTIC TRAFFIC ARROW 14 EA 90 PLASTIC CROSSWALK LINE 260 SF 91 PLASTIC STOP LINE 160 LF 92 PLASTIC BICYCLE SYMBOL 14 EA 93 RAISED PAVEMENT MARKER TYPE 2 1.70 HUND 94 TEMPORARY PAVEMENT MARKING 18,980 LF Schedule A Total City of Yakima N 1st Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No 2 SCHEDULE B ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 95 MOBILIZATION 1 LS 96 ROADWAY SURVEYING 1 LS 97 ADJUST MANHOLE 5 EA 98 PVC SANITARY SEWER PIPE 4 IN DIAM 325 LF 99 PVC SANITARY SEWER PIPE 8 IN DIAM 1,070 LF 100 MANHOLE 48 IN DIAM TYPE 1 5 EA 101 PLUGGING EXISTING PIPE 24 EA 102 DUCTILE IRON PIPE FOR WATER MAIN, 6 IN DIAM 13 LF 103 DUCTILE IRON PIPE FOR WATER MAIN, 8 IN DIAM 584 LF 104 DUCTILE IRON PIPE FOR WATER MAIN, 12 IN DIAM 2,043 LF 105 GATE VALVE 2 IN 5 EA 106 GATE VALVE 4 IN 2 EA 107 GATE VALVE 6 IN 1 EA 108 GATE VALVE 8 IN. 7 EA 109 BUTTERFLY VALVE 12 IN 10 EA 110 BLOW -OFF ASSEMBLY 1 EA 111 CONNECT TO EXISTING WATER MAIN 9 EA 112 ADJUST VALVE BOX 6 EA 113 HYDRANT ASSEMBLY 8 EA 114 SERVICE CONNECTION 1 IN. DIAM 4 EA 115 SERVICE CONNECTION 2 IN DIAM 4 EA 116 DUCTILE IRON SERVICE CONNECTION 4 IN DIAM 2 EA 117 BACKFLOW DEVICE 1 EA 118 TRENCH SAFETY SYSTEM 3,710 LF 119 DEWATERING 1 FA $ 50,000 00 $ 50,000 00 120 DISPOSAL OF CONTAMINATED SOIL 1 FA $ 5,000 00 $ 5,000 00 Schedule B Total Sales Tax (8.2%) for Water and Sanitary Sewer Schedule B Subtotal Construction Total (Sum Schedule A Subtotal + Schedule B Subtotal) City of Yakima N 1st Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No 2 City of Yakima 129 N. 2nd Street Yakima, WA 98901 509-576-6417 DATE: December 21, 2018 RE: Addendum No. 3 TO: Plan Holders PREPARED BY: John Buehler, PE / Ken Hash, PE SUBJECT: North 16' Street Revitalization Project, Addendum 3 (Bids to be opened and read January 3, 2019) The following changes are made to the Project Bid Proposal: 1. Modify bid item # 19, "Crushed Surfacing Base Couse" — Change quantity to 7,100 TON 2. Modify bid item # 98, "PVC Sanitary Sewer Pipe 4 In. Diam." — Change quantity to 225 LF. 3. Modify bid item # 99, "PVC Sanitary Sewer Pipe 8 In. Diam." — Change quantity to 908 LF. 4. Modify bid item # 100, "Manhole 48 In. Diam. Type 1" — Change quantity to 4 EA. 5. Modify bid item # 118, "Trench Safety System" — Change quantity to 3,448 LF. The attached Addendum 3 bid schedule has been modified as described above. Post -modification and addition/deletions as noted above, all bid item numbers have been revised based on the updates Include this revised bid schedule when submitting your bid. Any bid not including these new sheets will be rejected as non -responsive. The following changes are made to the Contract Special Provisions: 1. Section 8-03 3 Construction Requirements, is supplemented with the following Additional parameters for the design build irrigation system. In addition to other requirements specified, the system shall include. • If junction boxes are located in driving surfaces, they shall be traffic rated. • Irrigation pipes shall be a minimum of 18" below finished surfaces, deeper if needed for local freeze zones. • Irrigations pipes and sleeves shall be bedded on compacted sand unless otherwise approved by the Engineer. 2. Section 8-20 2 Materials, is supplemented with the following: Junction Boxes Electrical junction boxes shall be: Quazite junction boxes with galvanized sweeps 3 Section 8-21 1 Description, page 189, lines 2-4 are revised to read City of Yakima N lst Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No. 3 All signs and sign posts removed along the project corridor as noted in the Plans shall remain the property of the City of Yakima The Contractor shall deliver all removed signs and sign posts to the Public Works yard. The Contractor shall make arrangements with the Engineer for exact time and place of delivery The following changes are made to the Project Plans: 4 Sheet 4 of 70, Typical Sections, modify as follows: a Revise note for CSBC call out to say "0 50' AVERAGE DEPTH" A revised plan sheet is being provided with this change. 5. Sheet 30 of 70, Water & Sanitary Plan & Profile, modify as follows. a. Sanitary is rerouted to `R' Street and plan revises conveyance and inverts b. Manhole relocated for end of main and 1 service removed. A revised plan sheet is being provided with this change. 6 Sheet 31 of 70, Water & Sanitary Plan & Profile, modify as follows. a. Manhole at `R' Street relocated. Notes to laterals to downstream manhole revised. Inverts revised for new main connection. b. 2 sanitary services removed. A revised plan sheet is being provided with this change 7. Sheet 32 of 70, Water & Sanitary Plan & Profile, modify as follows: a. 1 sanitary service removed. b Inverts revised for relocated manhole at 'R' Street. A revised plan sheet is being provided with this change. 8. Sheet 37 of 70, Water & Sanitary Plan & Profile, modify as follows. a Manhole at `R' Street relocated Inverts revised for new main connection A revised plan sheet is being provided with this change. Attachments Revised Bid Schedule, Sheet 4, Sheet 30, Sheet 31, Sheet 32, and Sheet 37. City of Yakima N 15t Street Revitalization Project — Prj No 2340 — STPUS-4579(011) Addendum No. 3 City of Yakima 129 N 2nd Street Yakima, WA 98901 509-576-6417 DATE: January 2, 2019 RE: Addendum No. 4 TO: Plan Holders PREPARED BY: John Buehler, PE / Ken Hash, PE SUBJECT: North 1st Street Revitalization Project, Addendum 4 (Bids to be opened and read January 10, 2019) The following changes are made to the Invitation to Bid: Bid opening is changed to 2:00 pm on January 10, 2019. Federal Wages Rates have changed as follows: 1. General Decision Number: WA18001 12/21/18 WA1 Modification Number 13 supersedes all other federal wage rates. Attachments: Federal Wage Rates - General Decision Number. WA18001 12/21/18 WA1 Modification Number 13 . City of Yakima N 1st Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No. 4 City of Yakima 129 N 2nd Street Yakima, WA 98901 509-576-6417 DATE: January 4, 2019 RE: Addendum No. 5 TO: Plan Holders PREPARED BY: John Buehler, PE / Ken Hash, PE SUBJECT: North 1st Street Revitalization Project, Addendum 5 (Bids to be opened and read January 10, 2019) The following changes are made to the Project Bid Proposal: 1. Modify bid item # 99, "PVC Sanitary Sewer Pipe 8 In. Diam " — Change quantity to 1,120 LF. The attached Addendum 5 bid schedule has been modified as described above. Include this revised bid schedule when submitting your bid. Any bid not including these new sheets will be rejected as non -responsive. The following changes are made to the Project Plans: 1. Sheet 37 of 70, Water & Sanitary Plan & Profile, modify as follows a Revise Station Information on sanitary manhole at `R' Street to match Sheet 31. A revised plan sheet is being provided with this change. Attachments- Revised Bid Schedule, and Sheet 37. City of Yakima N 1st Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No 5 North 1st Street Revitalization 'N' Street to SR 12 Federal Aid No. STPUS-4579(011) City Project No. 2340 TABLE OF CONTENTS CITY OF YAKIMA N 1st Street Revitalization Project 'N' Street to SR 12 Federal Aid No. STPUS-4573(011) City Project No. 2340 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Amendments to the 2018 Standard Specifications 7 CONTRACT PROVISIONS Special Provisions 69 Description of Work 71 1-01 Definitions and Terms 72 1-02 Bid Procedures and Conditions 73 1-03 Award and Execution of Contract 79 1-04 Scope of Work 80 1-05 Control of Work 81 1-06 Control of Materials 87 1-07 Legal Relations and Responsibilities to the Public 89 1-08 Prosecution and Progress 116 1-09 Measurement and Payment. 120 1-10 Temporary Traffic Control 121 2-01 Clearing, Grubbing, and Roadside Cleanup 123 2-02 Removal of Structures and Obstructions 123 2-04 Roadway Excavation and Embankment 125 2-07 Watering 126 5-04 Hot Mix Asphalt 127 7-04 Storm Sewers 157 7-05 Manholes, Inlets, Catch Basins, and Drywells 158 7-08 General Pipe Installation Requirements 159 7-09 Water Mains 160 7-12 Valves for Water Mains 164 7-14 Hydrants 165 7-15 Service Connections 166 7-17 Sanitary Sewer 168 7-18 Side Sewers 169 8-01 Erosion Control and Water Pollution Control 170 8-02 Roadside Restoration 170 8-03 Irrigation Systems 178 Site Furnishing (New Section) 180 8-04 Curbs, Gutters and Spillways 182 8-06 Cement Concrete Driveway Entrances 182 8-13 Monument Cases. 183 8-14 Cement Concrete Sidewalks 8-20 Illumination, Traffic Signal Systems and Electrical 8-21 Permanent Signing Bollards (New Section) 9-03 Aggregates 9-14 Erosion Control 9-30 Water Distribution Materials Site Furnishings (New Section) Appendices Standard Plans Required Contract Provisions Federal -Aid Construction Contracts Federal -Aid Construction Contracts — Amendment — Required Contract Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Designated Construction Project General Aggregate Limit Minimum Wage Affidavit Form PREVAILING WAGE RATES Prevailing Wage Rates Federal Wage Determinations For Highway Construction Washington State Prevailing Wage — Yakima County Washington State — Supplemental To Wage Rates Benefit Code Key PROPOSAL Proposal Form Item Proposal Bid Sheet. Proposal Signature Sheet Bid Bond Form Compliance with Immigration and Naturalization Act Non -Collusion Declaration Contractor Certification Wage Law Compliance — Responsibility Criteria Form Certification For Federal -Aid Contracts Non -Discrimination Provision Local Agency Subcontractor List Form Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Subcontractor Certification Form Contractor And Subcontractor Or Lower Ties Subcontractor Certification For Federal -Aid Projects Form Materially and Responsiveness Bidders Check List APPENDICES Appendix A. Limited Pavement Study by Hart Crowser (August 13, 2014) PLANS & DETAILS Construction Plans and Details 184 188 189 191 191 194 197 200 201 '211 233 235 237 239 241 243 245 247 '249 295 311 323 335 '337 341 343 345 347 349 351 353 355 357 36' 361 363 365 36'369 371 375 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901 until 2:00 pm on December 19, 2018 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA North 1st Street Revitalization 'N' Street to SR 12 Federal Aid No. STPUS-4579(011) City of Yakima Project No. 2340 This Contract provides for the improvement of North 1st Street from 200 feet south of 'N' Street to SR 12, including the intersections along the corridor The project reconstructs the existing roadway and the work includes roadway excavation, HMA, curb, gutter and sidewalk, stormwater collection/treatment/conveyance, grading, water, sanitary sewer, signing, striping, illumination, irrigation and other work, all to be constructed in accordance with the plans and specifications as prepared by the City Engineer of the City of Yakima. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Complete digital project Bidding Documents are available at www.questcdn com. You may download the digital plan documents for $20 00 by inputting QuestCDN project #6020602 on the website's Project Search page Please contact QuestCDN com at 952-233-1632 or info@questcdn com for assistance in free membership registration, downloading, and working with this digital project information An optional paper set of project plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street (509-575-6111), upon payment in the amount of $50 00 for each set, non-refundable Project questions should be directed to Randy Tabert at 509-576-6579 Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964 and 78 Stat. 252, 42 USC 2000d to 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 ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin or sex in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 26th day of November, 2018 PUBLISH November 27, 2018 December 4, 2018 5 1 North 1st Street Revitalization i `N' Street to SR 12 I Federal Aid No. STPUS-4579(011) City Project No. 2340 1 Amendments to the Standard Specifications 1 i 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 2018 3 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 7 The following Amendments to the Standard Specifications are made a part of this contract and 8 supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the 10 Amendment or the latest date of revision. 11 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Specifications and may include references which do not apply to this particular project. 14 15 Section 1-01, Definitions and Terms 16 August 6, 2018 17 1-01.3 Definitions 18 The following new term and definition is inserted before the definition for "Shoulder": 19 20 Sensitive Area — Natural features, which may be previously altered by human activity, 21 that are present on or adjacent to the project location and protected, managed, or 22 regulated by local, tribal, state, or federal agencies. 23 24 The following new term and definition is inserted after the definition for "Working Drawings": 25 26 WSDOT Form — Forms developed and maintained by WSDOT that are required or 27 available for use on a project. These forms can be downloaded from the forms catalogue 28 at: 29 30 http.//wsdot.wa gov/forms/pdfForms.html 31 32 Section 1-02, Bid Procedures and Conditions 33 October 30, 2018 34 1-02.4(1) General 35 This section is supplemented with the following: 36 37 Prospective Bidders are advised that the Contracting Agency may include a partially 38 completed Washington State Department of Ecology (Ecology) Transfer of Coverage 39 (Ecology Form ECY 020-87a) for the Construction Stormwater General Permit (CSWGP) 40 as part of the Bid Documents. When the Contracting Agency requires the transfer of 41 coverage of the CSWGP to the Contractor, an informational copy of the Transfer of 42 Coverage and the associated CSWGP will be included in the appendices. As a condition 43 of Section 1-03.3, the Contractor is required to complete sections I, III, and VIII of the 44 Transfer of Coverage and return the form to the Contracting Agency 45 46 The Contracting Agency is responsible for compliance with the CSWGP until the end of 47 day that the Contract is executed. Beginning on the day after the Contract is executed, 48 the Contractor shall assume complete legal responsibility for compliance with the CSWGP N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 9 1 and full implementation of all conditions of the CSWGP as they apply to the Contract 2 Work 3 4 1-02.5 Proposal Forms 5 The first sentence of the first paragraph is revised to read: 6 7 At the request of a Bidder, the Contracting Agency will provide a physical Proposal Form 8 for any project on which the Bidder is eligible to Bid. 9 10 1-02.6 Preparation of Proposal 11 Item number 1 of the second paragraph is revised to read 12 13 1 A unit price for each item (omitting digits more than two places to the right of the 14 decimal point), 15 16 In the third sentence of the fourth paragraph, "WSDOT Form 422-031" is revised to read 17 "WSDOT Form 422-031U" 18 19 The following new paragraph is inserted before the last paragraph: 20 21 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 22 Compliance form (WSDOT Form 272-009). Failure to return this certification as part of 23 the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award A 24 Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. 25 26 1-02.13 Irregular Proposals 27 Item 1(h) is revised to read: 28 29 h. The Bidder fails to submit Underutilized Disadvantaged Business Enterprise Good 30 Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the 31 documentation that is submitted fails to demonstrate that a Good Faith Effort to meet 32 the Condition of Award was made; 33 34 Item 1(i) is revised to read the following three items 35 36 i. The Bidder fails to submit an Underutilized Disadvantaged Business Enterprise 37 Trucking Credit Form, if applicable, as required in Section 1-02 6, or if the Form that 38 is submitted fails to meet the requirements of the Special Provisions, 39 40 j The Bidder fails to submit an Underutilized Disadvantaged Business Enterprise 41 Broker Agreement, if applicable, as required in Section 1-02 6, or if the 42 documentation that is submitted fails to demonstrate that the fee/commission is 43 reasonable as determined by the Contracting Agency; or 44 45 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 46 material terms of the Bid invitation 47 48 Section 1-03, Award and Execution of Contract 49 January 2, 2018 50 1-03.3 Execution of Contract 51 The first paragraph is revised to read N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 6, 2018 10 1 1 1 1 2 Within 20 calendar days after the Award date, the successful Bidder shall return the 3 signed Contracting Agency -prepared Contract, an insurance certification as required by 4 Section 1-07.18, a satisfactory bond as required by law and Section 1-03.4, the Transfer 5 of Coverage form for the Construction Stormwater General Permit with sections I, III, and 6 VIII completed when provided, and shall be registered as a contractor in the state of 7 Washington. 8 9 1-03.5 Failure to Execute Contract 10 The first sentence is revised to read' 11 12 Failure to return the insurance certification and bond with the signed Contract as required 13 in Section 1-03.3, or failure to provide Disadvantaged, Minority or Women's Business 14 Enterprise information if required in the Contract, or failure or refusal to sign the Contract, 15 or failure to register as a contractor in the state of Washington, or failure to return the 16 completed Transfer of Coverage for the Construction Stormwater General Permit to the 17 Contracting Agency when provided shall result in forfeiture of the proposal bond or deposit 18 of this Bidder 19 20 Section 1-05, Control of Work 21 August 6, 2018 22 1-05.5 Vacant 23 This section, including title, is revised to read: 24 25 1-05.5 Tolerances 26 Geometrical tolerances shall be measured from the points, lines, and surfaces defined in 27 Contract documents. 28 29 A plus (+) tolerance increases the amount or dimension to which it applies, or raises a 30 deviation from level. A minus (-) tolerance decreases the amount or dimension to which it 31 applies, or lowers a deviation from level. Where only one signed tolerance is specified (+ 32 or -), there is no specified tolerance in the opposing direction. 33 34 Tolerances shall not be cumulative. The most restrictive tolerance shall control. 35 36 Tolerances shall not extend the Work beyond the Right of Way or other legal boundaries 37 identified in the Contract documents. If application of tolerances causes the extension of 38 the Work beyond the Right of Way or legal boundaries, the tolerance shall be reduced for 39 that specific instance. 40 41 Tolerances shall not violate other Contract requirements If application of tolerances 42 causes the Work to violate other Contract requirements, the tolerance shall be reduced 43 for that specific instance If application of tolerances causes conflicts with other 44 components or aspects of the Work, the tolerance shall be reduced for that specific 45 instance. 46 47 1-05.9 Equipment 48 The following new paragraph is inserted before the first paragraph: 49 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 11 1 Prior to mobilizing equipment on site, the Contractor shall thoroughly remove all loose dirt 2 and vegetative debris from drive mechanisms, wheels, tires, tracks, buckets and 3 undercarriage The Engineer will reject equipment from the site until it returns clean 4 5 This section is supplemented with the following: 6 7 Upon completion of the Work, the Contractor shall completely remove all loose dirt and 8 vegetative debris from equipment before removing it from the job site 9 10 Section 1-06, Control of Material 11 October 30, 2018 12 1-06.1(3) Aggregate Source Approval (ASA) Database 13 This section is supplemented with the following 14 15 Regardless of status of the source, whether listed or not listed in the ASA database the 16 source owner may be asked to provide testing results for toxicity in accordance with 17 Section 9-03 21(1). 18 19 1-06.2(2)D Quality Level Analysis 20 This section is supplemented with the following new subsection 21 22 1-06.2(2)D5 Quality Level Calculation — HMA Compaction 23 The procedures for determining the quality level and pay factor for HMA compaction are 24 as follows: 25 26 1 Determine the arithmetic mean, Xm, for compaction of the lot: 27 28 X,,= 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Where. x = individual compaction test values for each sublot in the lot. Ex = summation of individual compaction test values n = total number test values 2. Compute the sample standard deviation, "S", for each constituent: S= —( 1X)' n(n—l) Where. Zxz - summation of the squares of individual compaction test values (Zx)2 = summation of the individual compaction test values squared 3. Compute the lower quality index (QL) 45 QL = X,,, — LSL S N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #: 3715 - COY PROJ. #: 2340 November 6, 2018 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Where: 3 LSL = 91 5 4 5 4. Determine PL (the percent within the lower Specification limit which corresponds 6 to a given QL) from Table 1. For negative values of QL, PL is equal to 100 minus 7 the table PL. If the value of QL does not correspond exactly to a figure in the 8 table, use the next higher value. 9 10 5 Determine the quality level (the total percent within Specification limits): 11 12 Quality Level = PL 13 14 6. Using the quality level from step 5, determine the composite pay factor (CPF) 15 from Table 2. 16 17 7 If the CPF determined from step 6 is 1.00 or greater: use that CPF for the 18 compaction lot; however, the maximum HMA compaction CPF using an LSL = 19 91.5 shall be 1.05. 20 21 8. If the CPF from step 6 is not 1.00 or greater: repeat steps 3 through 6 using an 22 LSL = 91 0 The value thus determined shall be the HMA compaction CPF for 23 that lot; however, the maximum HMA compaction CPF using an LSL = 91.00 24 shall be 1 00. 25 26 1-06.2(2)D4 Quality Level Calculation 27 The first paragraph (excluding the numbered list) is revised to read: 28 29 The procedures for determining the quality level and pay factors for a material, other than 30 HMA compaction, are as follows: 31 32 1-06.6 Recycled Materials 33 The first three sentences of the second paragraph are revised to read 34 35 The Contractor shall submit a Recycled Material Utilization Plan on WSDOT Form 350- 36 075A within 30 calendar days after the Contract is executed. The plan shall provide the 37 Contractor's anticipated usage of recycled concrete aggregates for meeting the 38 requirements of these Specifications. The quantity of recycled concrete aggregate will be 39 provided in tons and as a percentage of the Plan quantity for eligible material listed in 40 Section 9-03 21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 41 Material. 42 43 The last paragraph is revised to read 44 45 Within 30 calendar days after Physical Completion, the Contractor shall report the 46 quantity of recycled concrete aggregates that were utilized in the construction of the 47 project for each eligible item listed in Section 9-03.21(1)E The Contractor's report shall 48 be provided on WSDOT Form 350-075A, Recycled Materials Reporting. 49 50 1-06.6(1)A General 51 Item 1(a) in the second paragraph is revised to read: 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 6, 2018 13 1 a. The estimated costs for the Work for each material with 25 percent recycled concrete 2 aggregate The cost estimate shall include for each material a documented price 3 quote from the supplier with the lowest total cost for the Work. 4 5 6 Section 1-07, Legal Relations and Responsibilities to the Public 7 August 6, 2018 8 1-07.5 Environmental Regulations 9 This section is supplemented with the following new subsections: 10 11 1-07.5(5) U.S. Army Corps of Engineers 12 When temporary fills are permitted, the Contractor shall remove fills in their entirety and 13 the affected areas returned to pre -construction elevations. 14 15 If a U.S. Army Corps of Engineers permit is noted in Section 1-07 6 of the Special 16 Provisions, the Contractor shall retain a copy of the permit or the verification letter (in the 17 case of a Nationwide Permit) on the worksite for the life of the Contract. The Contractor 18 shall provide copies of the permit or verification letter to all subcontractors involved with 19 the authorized work prior to their commencement of any work in waters of the U S. 20 21 1-07.5(6) U.S. Fish/Wildlife Services and National Marine Fisheries Service 22 The Contracting Agency will provide fish exclusion and handling services if the Work 23 dictates However, if the Contractor discovers any fish stranded by the project and a 24 Contracting Agency biologist is not available, they shall immediately release the fish into 25 a flowing stream or open water. 26 27 1-07.5(1) General 28 The first sentence is deleted and replaced with the following: 29 30 No Work shall occur within areas under the jurisdiction of resource agencies unless 31 authorized in the Contract. 32 33 The third paragraph is deleted 34 35 1-07.5(2) State Department of Fish and Wildlife 36 This section is revised to read. 37 38 In doing the Work, the Contractor shall: 39 40 1. Not degrade water in a way that would harm fish, wildlife, or their habitat. 41 42 2. Not place materials below or remove them from the ordinary high water line 43 except as may be specified in the Contract. 44 45 3. Not allow equipment to enter waters of the State except as specified in the 46 Contract. 47 48 4 Revegetate in accordance with the Plans, unless the Special Provisions permit 49 otherwise. 50 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 6, 2018 14 1 1 1 1 5. Prevent any fish -threatening silt buildup on the bed or bottom of any body of 2 water. 3 4 6. Ensure continuous stream flow downstream of the Work area. 5 6 7. Dispose of any project debris by removal, burning, or placement above high- 7 water flows. 8 9 8. Immediately notify the Engineer and stop all work causing impacts, if at any time, 10 as a result of project activities, fish are observed in distress or a fish kill occurs. 11 12 If the Work in (1) through (3) above differs little from what the Contract requires, the 13 Contracting Agency will measure and pay for it at unit Contract prices. But if Contract 14 items do not cover those areas, the Contracting Agency will pay pursuant to Section 1- 15 09.4. Work in (4) through (8) above shall be incidental to Contract pay items. 16 17 1-07.5(3) State Department of Ecology 18 This section is revised to read 19 20 In doing the Work, the Contractor shall: 21 22 1. Comply with Washington State Water Quality Standards 23 24 2. Perform Work in such a manner that all materials and substances not specifically 25 identified in the Contract documents to be placed in the water do not enter 26 waters of the State, including wetlands These include, but are not limited to, 27 petroleum products, hydraulic fluid, fresh concrete, concrete wastewater, 28 process wastewater, slurry materials and waste from shaft drilling, sediments, 29 sediment -laden water, chemicals, paint, solvents, or other toxic or deleterious 30 materials. 31 32 3. Use equipment that is free of external petroleum -based products. 33 34 4. Remove accumulations of soil and debris from drive mechanisms (wheels, 35 tracks, tires) and undercarriage of equipment prior to using equipment below the 36 ordinary high water line. 37 38 5. Clean loose dirt and debris from all materials placed below the ordinary high 39 water line No materials shall be placed below the ordinary high water line 40 without the Engineer's concurrence. 41 42 6. When a violation of the Construction Stormwater General Permit (CSWGP) 43 occurs, immediately notify the Engineer and fill out WSDOT Form 422-011, 44 Contractor ECAP Report, and submit the form to the Engineer within 48 hours 45 of the violation. 46 47 7. Once Physical Completion has been given, prepare a Notice of Termination 48 (Ecology Form ECY 020-87) and submit the Notice of Termination electronically 49 to the Engineer in a PDF format a minimum of 7 calendar days prior to submitting 50 the Notice of Termination to Ecology. 51 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 15 1 8 Transfer the CSWGP coverage to the Contracting Agency when Physical 2 Completion has been given and the Engineer has determined that the project 3 site is not stabilized from erosion 4 5 9 Submit copies of all correspondence with Ecology electronically to the Engineer 6 in a PDF format within four calendar days. 7 8 1-07.5(4) Air Quality 9 This section is revised to read. 10 11 The Contractor shall comply with all regional clean air authority and/or State Department 12 of Ecology rules and regulations. 13 14 The air quality permit process may include additional State Environment Policy Act 15 (SEPA) requirements. Contractors shall contact the appropriate regional air pollution 16 control authority well in advance of beginning Work. 17 18 When the Work includes demolition or renovation of any existing facility or structure that 19 contains Asbestos Containing Material (ACM) and/or Presumed Asbestos -Containing 20 Material (PACM), the Contractor shall comply with the National Emission Standards for 21 Hazardous Air Pollutants (NESHAP). 22 23 Any requirements included in Federal and State regulations regarding air quality that 24 applies to the "owner or operator" shall be the responsibility of the Contractor. 25 26 1-07.7(1) General 27 The first sentence of the third paragraph is revised to read 28 29 When the Contractor moves equipment or materials on or over Structures, culverts or 30 pipes, the Contractor may operate equipment with only the load -limit restrictions in 31 Section 1-07 7(2) 32 33 The first sentence of the last paragraph is revised to read 34 35 Unit prices shall cover all costs for operating over Structures, culverts and pipes 36 37 1-07.9(1) General 38 The last sentence of the sixth paragraph is revised to read. 39 40 Generally, the Contractor initiates the request by preparing standard form 1444 Request 41 for Authorization of Additional Classification and Rate, available at 42 https.//www.dol gov/whd/recovery/dbsurvey/conformance htm, and submitting it to the 43 Engineer for further action 44 45 1-07.9(2) Posting Notices 46 The second sentence of the first paragraph (up until the colon) is revised to read 47 48 The Contractor shall ensure the most current edition of the following are posted 49 50 In items 1 through 10, the revision dates are deleted. 51 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 16 1 1-07.11(2) Contractual Requirements 2 In this section, "creed" is revised to read "religion". 3 4 Item numbers 1 through 9 are revised to read 2 through 10, respectively. 5 6 After the preceding Amendment is applied, the following new item number 1 is inserted: 7 8 1. The Contractor shall maintain a Work site that is free of harassment, humiliation, fear, 9 hostility and intimidation at all times. Behaviors that violate this requirement include 10 but are not limited to: 11 12 a. Persistent conduct that is offensive and unwelcome. 13 14 b. Conduct that is considered to be hazing. 15 16 c. Jokes about race, gender, or sexuality that are offensive 17 18 d. Unwelcome, unwanted, rude or offensive conduct or advances of a sexual 19 nature which interferes with a person's ability to perform their job or creates an 20 intimidating, hostile, or offensive work environment. 21 22 e. Language or conduct that is offensive, threatening, intimidating or hostile based 23 on race, gender, or sexual orientation. 24 25 f. Repeating rumors about individuals in the Work Site that are considered to be 26 harassing or harmful to the individual's reputation. 27 28 1-07.11(5) Sanctions 29 This section is supplemented with the following. 30 31 Immediately upon the Engineer's request, the Contractor shall remove from the Work site 32 any employee engaging in behaviors that promote harassment, humiliation, fear or 33 intimidation including but not limited to those described in these specifications. 34 35 1-07.11(6) Incorporation of Provisions 36 The first sentence is revised to read: 37 38 The Contractor shall include the provisions of Section 1-07 11(2) Contractual 39 Requirements (1) through (5) and the Section 1-07.11(5) Sanctions in every subcontract 40 including procurement of materials and leases of equipment. 41 42 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan 43 The last sentence of the first paragraph is revised to read. 44 45 An SPCC Plan template and guidance information is available at 46 http://www.wsdot.wa gov/environment/technical/disciplines/hazardous-materials/spill- 47 prevent -report. 48 49 1-07.18 Public Liability and Property Damage Insurance 50 Item number 1 is supplemented with the following new sentence: 51 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 6, 2018 17 1 This policy shall be kept in force from the execution date of the Contract until the Physical 2 Completion Date. 3 4 Section 1-08, Prosecution and Progress 5 August 6, 2018 6 1-08.1 Subcontracting 7 The first sentence of the seventh paragraph is revised to read 8 9 All Work that is not performed by the Contractor will be considered as subcontracting 10 except: purchase of sand, gravel, crushed stone, crushed slag, batched concrete 11 aggregates, ready -mix concrete, off -site fabricated structural steel, other off -site 12 fabricated items, and any other materials supplied by established and recognized 13 commercial plants; or (2) delivery of these materials to the Work site in vehicles owned 14 or operated by such plants or by recognized independent or commercial hauling 15 companies hired by those commercial plants. 16 17 1-08.5 Time for Completion 18 Item number 2 of the sixth paragraph is supplemented with the following. 19 20 f A copy of the Notice of Termination sent to the Washington State Department of 21 Ecology (Ecology), the elapse of 30 calendar days from the date of receipt of the 22 Notice of Termination by Ecology; and no rejection of the Notice of Termination by 23 Ecology. This requirement will not apply if the Construction Stormwater General 24 Permit is transferred back to the Contracting Agency in accordance with Section 8- 25 01.3(16). 26 27 1-08.7 Maintenance During Suspension 28 The fifth paragraph is revised to read. 29 30 The Contractor shall protect and maintain all other Work in areas not used by traffic. All 31 costs associated with protecting and maintaining such Work shall be the responsibility of 32 the Contractor 33 34 Section 1-09, Measurement and Payment 35 August 6, 2018 36 1-09.2(1) General Requirements for Weighing Equipment 37 The last paragraph is supplemented with the following. 38 39 When requested by the Engineer, the Contractor's representative shall collect the tickets 40 throughout the day and provide them to the Engineer's designated receiver, not later than 41 the end of shift, for reconciliation Tickets for loads not verified as delivered will receive 42 no pay. 43 44 1-09.2(2) Specific Requirements for Batching Scales 45 The last sentence of the first paragraph is revised to read. 46 47 Batching scales used for concrete or hot mix asphalt shall not be used for batching 48 other materials 49 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-09.10 Payment for Surplus Processed Materials 2 The following sentence is inserted after the first sentence of the second paragraph: 3 4 For Hot Mix Asphalt, the Plan quantity and quantity used will be adjusted for the quantity 5 of Asphalt and quantity of RAP or other materials incorporated into the mix. 6 7 Section 2-02, Removal of Structures and Obstructions 8 April 2, 2018 9 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 10 In item number 3 of the first paragraph, the second sentence is revised to read: 11 12 For concrete pavement removal, a second vertical full depth relief saw cut offset 12 to 18 13 inches from and parallel to the initial saw cut is also required, unless the Engineer allows 14 otherwise 15 16 Section 4-04, Ballast and Crushed Surfacing 17 April 2, 2018 18 4-04.3(5) Shaping and Compaction 19 This section is supplemented with the following new paragraph: 20 21 When using 100% Recycled Concrete Aggregate, the Contractor may submit a written 22 request to use a test point evaluation for compaction acceptance testing in lieu of 23 compacting to 95% of the standard density as determined by the requirements of Section 24 2-03.3(14)D The test point evaluation shall be performed in accordance with SOP 738. 25 26 Section 5-04, Hot Mix Asphalt 27 April 2, 2018 28 5-04.1 Description 29 The last sentence of the first paragraph is revised to read: 30 31 The manufacture of HMA may include additives or processes that reduce the optimum 32 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance with 33 these Specifications 34 35 5-04.2 Materials 36 The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". 37 38 5-04.2(1) How to Get an HMA Mix Design on the QPL 39 The last bullet in the first paragraph is revised to read: 40 41 Do not include HMA additives that reduce the optimum mixing temperature or serve 42 as a compaction aid when developing a mix design or submitting a mix design for 43 QPL evaluation The use of HMA additives is not part of the process for obtaining 44 approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. 45 46 In the table, "WSDOT Standard Practice QC-8" is revised to read "WSDOT Standard Practice 47 QC-8 located in the WSDOT Materials Manual M 46-01". 48 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 19 1 5-04.2(1)C Mix Design Resubmittal for QPL Approval 2 Item number 3 of the first paragraph is revised to read: 3 4 3 Changes in modifiers used in the asphalt binder. 5 6 5-04.2(2)B Using Warm Mix Asphalt Processes 7 This section, including title, is revised to read 8 9 5-04.2(2)B Using HMA Additives 10 The Contractor may, at the Contractor's discretion, elect to use additives that reduce the 11 optimum mixing temperature or serve as a compaction aid for producing HMA. Additives 12 include organic additives, chemical additives and foaming processes. The use of 13 Additives is subject to the following 14 15 Do not use additives that reduce the mixing temperature in accordance with 16 Section 5-04.3(6) in the production of High RAP/Any RAS mixtures. 17 18 • Before using additives, obtain the Engineer's approval using WSDOT Form 350- 19 076 to describe the proposed additive and process 20 21 5-04.3(3)A Mixing Plant 22 In item number 5 of the first paragraph, "WSDOT T 168" is revised to read "FOP for AASHTO 23 T 168". 24 25 5-04.3(4) Preparation of Existing Paved Surfaces 26 The first sentence of the fourth paragraph is revised to read 27 28 Unless otherwise allowed by the Engineer, use cationic emulsified asphalt CSS-1, CSS- 29 1 h, or Performance Graded (PG) asphalt for tack coat. 30 31 5-04.3(6) Mixing 32 The first paragraph is revised to read 33 34 The asphalt supplier shall introduce recycling agent and anti -stripping additive, in the 35 amount designated on the QPL for the mix design, into the asphalt binder prior to 36 shipment to the asphalt mixing plant. 37 38 The seventh paragraph is revised to read 39 40 Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed 41 the optimum mixing temperature shown on the accepted Mix Design Report by more than 42 25°F, or as allowed by the Engineer When an additive is included in the manufacture of 43 HMA, do not heat the additive (at any stage of production including in binder storage 44 tanks) to a temperature higher than the maximum recommended by the manufacturer of 45 the additive. 46 47 5-04.3(7) Spreading and Finishing 48 The last row of the table is revised to read. 49 50 3/8 inch 0 25 feet 0 30 feet N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 6, 2018 20 1 1 1 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 2 The following new paragraph is inserted after the first paragraph: 3 4 The Contracting Agency's combined aggregate bulk specific gravity (Gsb) blend as shown 5 on the HMA Mix Design will be used for VMA calculations until the Contractor submits a 6 written request for a Gsb test. The new Gsb will be used in the VMA calculations for HMA 7 from the date the Engineer receives the written request for a Gsb retest. The Contractor 8 may request aggregate specific gravity (Gsb) testing be performed by the Contracting 9 Agency twice per project. The Gsb blend of the combined stockpiles will be used to 10 calculate voids in mineral aggregate (VMA) of any HMA produced after the new Gsb is 11 determined 12 13 5-04.3(9)A1 Test Section — When Required, When to Stop 14 The following new row is inserted after the second row in Table 9: 15 VMA Minimum PF; of 0 95 based on the criteria in Section 5- None4 04 3(9)B42 16 17 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section 18 In Table 9a, the test property "Gradation, Asphalt Binder, and Va" is revised to read "Gradation, 19 Asphalt Binder, VMA, and Va" 20 21 5-04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing 22 In Table 11, "Va" is revised to read "VMA and Va" 23 24 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) 25 The following new row is inserted above the last row in Table 12 26 Voids in Mineral Aggregate (VMA) 2 27 28 5-04.3(9)B7 Mixture Statistical Evaluation — Retests 29 The second to last sentence is revised to read: 30 31 The sample will be tested for a complete gradation analysis, asphalt binder content, VMA 32 and Va, and the results of the retest will be used for the acceptance of the HMA mixture 33 in place of the original mixture sublot sample test results. 34 35 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots 36 The bulleted item in the fourth paragraph is revised to read: 37 38 For a compaction lot in progress with a compaction CPF less than 0.75 using an LSL 39 = 91 0, a new compaction lot will begin at the Contractor's request after the Engineer 40 is satisfied that material conforming to the Specifications can be produced. See also 41 Section 5-04.3(11)F 42 43 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing 44 In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". 45 46 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments 47 In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO 48 T 355". N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #: 3715 - COY PROJ. #: 2340 November 6, 2018 21 1 2 The first sentence in the second paragraph is revised to read 3 4 For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not 5 meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in 6 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay Factor 7 (CPF) 8 9 The last two paragraphs are revised to read 10 11 12 13 14 15 16 17 18 19 20 Determine the Compaction Price Adjustment (CPA) from the table below, selecting the equation for CPA that corresponds to the value of CPF determined above. Calculating HMA Compaction Price Adjustment (CPA) Value of CPF Equation for Calculating CPA When CPF >1 00 CPA = [0 80 x (CPF — 1 00)]xQxUP When CPF = 1 00 CPA = $0 When CPF < 1 0 CPA = [0 40 x (CPF — 1 00)] x Q x UP Where CPA = Compaction Price Adjustment for the compaction lot ($) CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) Q = Quantity in the compaction lot (tons) UP = Unit price of the HMA in the compaction lot ($/ton) 21 5-04.3(13) Surface Smoothness 22 The second to last paragraph is revised to read 23 24 25 26 27 28 29 5-04.5 Payment 30 The paragraph following the Bid item "Crack Sealing-LF", per linear foot is revised to read. 31 32 The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment for all 33 costs incurred to perform the Work described in Section 5-04 3(4)A 34 35 Section 5-05, Cement Concrete Pavement 36 August 6, 2018 When concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the Plan grade minus the specified Plan depth of concrete pavement. Prior to placing the concrete pavement, bring any such irregularities to the required tolerance by grinding or other means allowed by the Engineer 37 5-05.1 Description 38 In the first paragraph, "portland cement concrete" is revised to read "cement concrete". 39 40 5-05.2 Materials 41 In the first paragraph, the reference to "Portland Cement" is revised to read: 42 43 Cement 9-01 44 45 In the first paragraph, the section reference for Concrete Patching Material is revised to read 46 "9-20 1" N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 22 1 1 1 1 2 5-05.3(1) Concrete Mix Design for Paving 3 The table title in item number 4 is revised to read Concrete Batch Weights. 4 5 In item 4a, "Portland Cement" is revised to read "Cement". 6 7 5-05.3(4) Measuring and Batching Materials 8 Item number 2 is revised to read: 9 10 2. Batching Materials — On all projects requiring more than 2,500 cubic yards of 11 concrete for paving, the batching plant shall be equipped to proportion aggregates 12 and cement by weight by means of automatic and interlocked proportioning devices 13 of accepted type. 14 15 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 16 17 This section's title is revised to read: 18 19 Acceptance of Portland Cement or Blended Hydraulic Cement Concrete 20 Pavement 21 22 The first sentence is revised to read. 23 24 Acceptance of portland cement or blended hydraulic cement concrete pavement shall be 25 as provided under statistical or nonstatistical acceptance. 26 27 5-05.4 Measurement 28 The last paragraph is revised to read: 29 30 The calculation for cement concrete compliance adjustment is the volume of concrete 31 represented by the CPF and the Thickness deficiency adjustment. 32 33 5-05.5 Payment 34 The bid item "Portland Cement Concrete Compliance Adjustment", by calculation, and the 35 paragraph following this bid item are revised to read: 36 37 "Cement Concrete Compliance Adjustment", by calculation. 38 39 Payment for "Cement Concrete Compliance Adjustment" will be calculated by multiplying 40 the unit Contract price for the cement concrete pavement, times the volume for 41 adjustment, times the percent of adjustment determined from the calculated CPF and the 42 Deficiency Adjustment listed in Section 5-05.5(1)A. 43 44 Section 6-01, General Requirements for Structures 45 August 6, 2018 46 This section is supplemented with the following new subsections: 47 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 6, 2018 23 1 6-01.16 Repair of Defective Work 2 6-01.16(1) General 3 When using repair procedures that are described elsewhere in the Contract 4 Documents, the Working Drawing submittal requirements of this Section shall not 5 apply to those repairs unless noted otherwise. 6 7 Repair procedures for defective Work shall be submitted as Type 2 Working 8 Drawings Type 2E Working Drawings shall be submitted when required by the 9 Engineer As an alternative to submitting Type 2 or 2E Working Drawings, defective 10 Work within the limits of applicability of a pre -approved repair procedure may be 11 repaired using that procedure. Repairs using a pre -approved repair procedure shall 12 be submitted as a Type 1 Working Drawing 13 14 Pre -approved repair procedures shall consist of the following 15 16 • The procedures listed in Section 6-01 16(2) 17 18 • For precast concrete, repair procedures in the annual plant approval 19 process documents that have been approved for use by the Contracting 20 Agency 21 22 All Working Drawings for repair procedures shall include. 23 24 • A description of the defective Work including location, extent and pictures 25 26 • Materials to be used in the repair Repairs using manufactured products 27 shall include written manufacturer recommendations for intended uses of 28 the product, surface preparation, mixing, aggregate extension (if 29 applicable), ambient and surface temperature limits, placement methods, 30 finishing and curing. 31 32 • Construction procedures 33 34 • Plan details of the area to be repaired 35 36 • Calculations for Type 2E Working Drawings 37 38 Material manufacturer's instructions and recommendations shall supersede any 39 conflicting requirements in pre -approved repair procedures 40 41 The Engineer shall be notified prior to performing any repair procedure and shall be 42 given an opportunity to inspect the repair work being performed 43 44 6-01.16(2) Pre -Approved Repair Procedures 45 6-01.16(2)A Concrete Spalls and Poor Consolidation (Rock Pockets, 46 Honeycombs, Voids, etc.) 47 This repair shall be limited to the following areas 48 49 Areas that are not on top Roadway surfaces (with or without an overlay) 50 including but not limited to concrete bridge decks, bridge approach 51 slabs or cement concrete pavement 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • Areas that are not underwater 2 3 Areas that are not on precast barrier, except for the bottom 4 inches 4 (but not to exceed 1 inch above blockouts) 5 6 Areas that do not affect structural adequacy as determined by the 7 Engineer. 8 9 The repair procedure is as follows: 10 11 1. Remove all loose and unsound concrete. Impact breakers shall not 12 exceed 15 pounds in weight when removing concrete adjacent to 13 reinforcement or other embedments and shall not exceed 30 pounds 14 in weight otherwise. Operate impact breakers at angles less than 45 15 degrees as measured from the surface of the concrete to the tool and 16 moving away from the edge of the defective Work. Concrete shall be 17 completely removed from exposed surfaces of existing steel reinforcing 18 bars. If half or more of the circumference of any steel reinforcing bar is 19 exposed, if the reinforcing bar is loose or if the bond to existing concrete 20 is poor then concrete shall be removed at least % inch behind the 21 reinforcing bar. Do not damage any existing reinforcement. Stop work 22 and allow the Engineer to inspect the repair area after removing all 23 loose and unsound concrete. Submit a modified repair procedure when 24 required by the Engineer. 25 26 2. Square the edges of the repair area by cutting an edge perpendicular 27 to the concrete surface around the repair area. The geometry of the 28 repair perimeter shall minimize the edge length and shall be 29 rectangular with perpendicular edges, avoiding reentrant corners. The 30 depth of the cut shall be a minimum of 3/4 inch, but shall be reduced if 31 necessary to avoid damaging any reinforcement. For repairs on vertical 32 surfaces, the top edge shall slope up toward the front at a 1-vertical-to- 33 3-horizontal slope. 34 35 3 Remove concrete within the repair area to a depth at least matching 36 the cut depth at the edges. Large variations in the depth of removal 37 within short distances shall be avoided. Roughen the concrete surface. 38 The concrete surface should be roughened to at least Concrete 39 Surface Profile (CSP) 5 in accordance with ICRI Guideline No. 310.2R, 40 unless a different CSP is recommended by the patching material 41 manufacturer. 42 43 4. Inspect the concrete repair surface for delaminations, debonding, 44 microcracking and voids using hammer tapping or a chain drag 45 Remove any additional loose or unsound concrete in accordance with 46 steps 1 through 3 47 48 5. Select a patching material in accordance with Section 9-20.2 that is 49 appropriate for the repair location and thickness. The concrete patching 50 material shall be pumpable or self -consolidating as required for the 51 type of placement that suits the repair The patching material shall have N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 6, 2018 25 1 a minimum compressive strength at least equal to the specified 2 compressive strength of the concrete 3 4 6. Prepare the concrete surface and reinforcing steel in accordance with 5 the patching material manufacturer's recommendations At a minimum, 6 clean the concrete surfaces (including perimeter edges) and reinforcing 7 steel using oil -free abrasive blasting or high-pressure (minimum 5,000 8 psi) water blasting. All dirt, dust, loose particles, rust, laitance, oil, film, 9 microcracked/bruised concrete or foreign material of any sort shall be 10 removed Damage to the epoxy coating on steel reinforcing bars shall 11 be repaired in accordance with Section 6-02 3(24)H 12 13 7 Construct forms if necessary, such as for patching vertical or overhead 14 surfaces or where patching extends to the edge or corner of a 15 placement. 16 17 8 When recommended by the patching material manufacturer, saturate 18 the concrete in the repair area and remove any free water at the 19 concrete surface to obtain a saturated surface dry (SSD) substrate 20 When recommended by the patching material manufacturer, apply a 21 primer, scrub coat or bonding agent to the existing surfaces Epoxy 22 bonding agents, if used, shall be Type II or Type V in accordance with 23 Section 9-26 1 24 25 9 Place and consolidate the patching material in accordance with the 26 manufacturer's recommendations Work the material firmly into all 27 surfaces of the repair area with sufficient pressure to achieve proper 28 bond to the concrete. 29 30 10 The patching material shall be textured, cured and finished in 31 accordance with the patching material manufacturer's 32 recommendations and/or the requirements for the repaired component. 33 Protect the newly placed patch from vibration in accordance with 34 Section 6-02.3(6)D 35 36 11. When the completed repair does not match the existing concrete color 37 and will be visible to the public, a sand and cement mixture that is color 38 matched to the existing concrete shall be rubbed, brushed, or applied 39 to the surface of the patching material and the concrete 40 41 6-01.10 Utilities Supported by or Attached to Bridges 42 In the third paragraph, "Federal Standard 595" is revised to read "SAE AMS Standard 595". 43 44 6-01.12 Final Cleanup 45 The second paragraph is deleted 46 47 6-02.AP6 48 Section 6-02, Concrete Structures 49 August 6, 2018 50 6-02.1 Description 51 The first sentence is revised to read N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 26 1 2 This Work consists of the construction of all Structures (and their parts) made of portland 3 cement or blended hydraulic cement concrete with or without reinforcement, including 4 bridge approach slabs. 5 6 6-02.2 Materials 7 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland 8 Cement Concrete" are revised to read: 9 10 Cement 9-01 11 Aggregates for Concrete 9-03.1 12 13 6-02.3(2) Proportioning Materials 14 The second paragraph is revised to read: 15 16 Unless otherwise specified, the Contractor shall use Type I or II portland cement or 17 blended hydraulic cement in all concrete as defined in Section 9-01.2(1) 18 19 6-02.3(2)A Contractor Mix Design 20 The last sentence of the last paragraph is revised to read: 21 22 For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 23 7.5 percent for all concrete placed above the finished ground line unless noted otherwise 24 25 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 26 Item number 5 of the first paragraph is deleted. 27 28 Item number 6 of the first paragraph (after the preceding Amendment is applied) is 29 renumbered to 5. 30 31 6-02.3(2)B Commercial Concrete 32 The second paragraph is revised to read: 33 34 Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging 35 culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and 36 RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, 37 sidewalks, concrete curbs, curbs and gutters, and gutters, the Contractor may use 38 commercial concrete. If commercial concrete is used for sidewalks, concrete curbs, curbs 39 and gutters, and gutters, it shall have a minimum cementitious material content of 564 40 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 41 6-02.3(5)C shall apply. 42 43 6-02.3(4) Ready -Mix Concrete 44 The first sentence of the first paragraph is revised to read: 45 46 All concrete, except lean concrete, shall be batched in a prequalified manual, semi- 47 automatic, or automatic plant as described in Section 6-02.3(4)A. 48 49 6-02.3(4)D Temperature and Time For Placement 50 The following is inserted after the first sentence of the first paragraph: 51 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 6, 2018 27 1 The upper temperature limit for placement for Class 4000D concrete may be increased 2 to a maximum of 80°F if allowed by the Engineer 3 4 6-02.3(5)C Conformance to Mix Design 5 Item number 1 of the second paragraph is revised to read 6 7 1 Cement weight plus 5 percent or minus 1 percent of that specified in the mix design 8 9 6-02.3(6)A1 Hot Weather Protection 10 The first paragraph is revised to read 11 12 The Contractor shall provide concrete within the specified temperature limits Cooling of 13 the coarse aggregate piles by sprinkling with water is permitted provided the moisture 14 content is monitored, the mixing water is adjusted for the free water in the aggregate and 15 the coarse aggregate is removed from at least 1 foot above the bottom of the pile. 16 Sprinkling of fine aggregate piles with water is not allowed. Refrigerating mixing water or 17 replacing all or part of the mixing water with crushed ice is permitted, provided the ice is 18 completely melted by placing time. 19 20 The second sentence of the second paragraph is revised to read 21 22 These surfaces include forms, reinforcing steel, steel beam flanges, and any others that 23 touch the concrete 24 25 6-02.3(7) Vacant 26 This section, including title, is revised to read 27 28 6-02.3(7) Tolerances 29 Unless noted otherwise, concrete construction tolerances shall be in accordance with this 30 section Tolerances in this section do not apply to cement concrete pavement. 31 32 Horizontal deviation of roadway crown points, cross -slope break points, and curb, barrier 33 or railing edges from alignment or work line ±1 0 inch 34 35 Deviation from plane: ±0.5 inch in 10 feet 36 37 Deviation from plane for roadway surfaces: ±0.25 inch in 10 feet 38 39 Deviation from plumb or specified batter: ±0.5 inch in 10 feet, but not to exceed a total of 40 ±1 5 inches 41 42 Vertical deviation from profile grade for roadway surfaces. ±1 inch 43 44 Vertical deviation of top surfaces (except roadway surfaces) ±0 75 inch 45 46 Thickness of bridge decks and other structural slabs not at grade ±0 25 inch 47 48 Length, width and thickness of elements such as columns, beams, crossbeams, 49 diaphragms, corbels, piers, abutments and walls, including dimensions to construction 50 joints in initial placements +0.5 inch, -0 25 inch 51 52 Length, width and thickness of spread footing foundations: +2 inches, -0.5 inch N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ. #• 2340 November 6, 2018 28 1 2 Horizontal location of the as -placed edge of spread footing foundations: The greater of 3 ±2% of the horizontal dimension of the foundation perpendicular to the edge and ±0.5 4 inch. However, the tolerance shall not exceed ±2 inches. 5 6 Location of opening, insert or embedded item at concrete surface: ±0.5 inch 7 8 Cross -sectional dimensions of opening ±0.5 inch 9 10 Bridge deck, bridge approach slab, and bridge traffic barrier expansion joint gaps with a 11 specified temperature range, measured at a stable temperature: ±0.25 inch 12 13 Horizontal deviation of centerline of bearing pad, oak block or other bearing assembly: 14 ±0.125 inch 15 16 Horizontal deviation of centerline of supported element from centerline of bearing pad, 17 oak block or other bearing assembly ±0 25 inch 18 19 Vertical deviation of top of bearing pad, oak block or other bearing assembly: ±0.125 inch 20 21 6-02.3(10)C Finishing Equipment 22 The first paragraph is revised to read: 23 24 The finishing machine shall be self-propelled and be capable of forward and reverse 25 movement under positive control The finishing machine shall be equipped with augers 26 and a rotating cylindrical single or double drum screed. The finishing machine shall have 27 the necessary adjustments to produce the required cross section, line, and grade The 28 finishing machine shall be capable of raising the screeds, augers, and any other parts of 29 the finishing mechanical operation to clear the screeded surface, and returning to the 30 specified grade under positive control. Unless otherwise allowed by the Engineer, a 31 finishing machine manufacturer technical representative shall be on site to assist the first 32 use of the machine on the Contract. 33 34 The first sentence of the second paragraph is revised to read. 35 36 For bridge deck widening of 20 feet or less, and for bridge approach slabs, or where 37 jobsite conditions do not allow the use of the conventional configuration finishing 38 machines, or modified conventional machines as described above; the Contractor may 39 submit a Type 2 Working Drawing proposing the use of a hand -operated motorized power 40 screed such as a "Texas" or "Bunyan" screed. 41 42 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 43 This section, including title, is revised to read: 44 45 6-02.3(10)D4 Vacant 46 47 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 48 In the third subparagraph of the first paragraph, the last sentence is revised to read: 49 50 The Contractor shall texture the bridge deck surface to within 3-inches minimum and 24- 51 inches maximum of the edge of concrete at expansion joints, within 1-foot minimum and N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 29 1 2-feet maximum of the curb line, and within 3-inches minimum and 9-inches maximum of 2 the perimeter of bridge drain assemblies 3 4 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 5 The second to last paragraph is revised to read 6 7 The compression seal shall be a 2% inch wide gland and shall conform to Section 9- 8 041(4) 9 10 The last paragraph is deleted 11 12 6-02.3(13)A Strip Seal Expansion Joint System 13 In item number 3 of the third paragraph, "Federal Standard 595" is revised to read "SAE AMS 14 Standard 595" 15 16 6-02.3(13)B Compression Seal Expansion Joint System 17 The first paragraph is revised to read 18 19 Compression seal glands shall conform to Section 9-04 1(4) and be sized as shown in 20 the Plans 21 22 6-02.3(23) Opening to Traffic 23 This section is supplemented with the following new paragraph 24 25 After curing bridge approach slabs in accordance with Section 6-02 3(11), the 26 bridge approach slabs may be opened to traffic when a minimum compressive strength 27 of 2,500 psi is achieved. 28 29 6-02.3(24)C Placing and Fastening 30 This section is revised to read: 31 32 The Contractor shall position reinforcing steel as the Plans require and shall ensure that 33 the steel is set within specified tolerances Adjustments to reinforcing details outside of 34 specified tolerances to avoid interferences and for other purposes are acceptable when 35 approved by the Engineer. 36 37 When spacing between bars is 1 foot or more, they shall be tied at all intersections. When 38 spacing is less than 1 foot, every other intersection shall be tied If the Plans require 39 bundled bars, they shall be tied together with wires at least every 6 feet. All epoxy -coated 40 bars in the top mat of the bridge deck shall be tied at all intersections, however they may 41 be tied at alternate intersections when spacing is less than 1 foot in each direction and 42 they are supported by continuous supports meeting all other requirements of supports for 43 epoxy -coated bars. Other epoxy -coated bars shall also be tied at all intersections, but 44 shall be tied at alternate intersections when spacing is less than 1 foot in each direction 45 Wire used for tying epoxy -coated reinforcing steel shall be plastic coated Tack welding 46 is not permitted on reinforcing steel. 47 48 Abrupt bends in the steel are permitted only when one steel member bends around 49 another Vertical stirrups shall pass around main reinforcement or be firmly attached to it. 50 51 For slip -formed concrete, the reinforcing steel bars shall be tied at all intersections and 52 cross braced to keep the cage from moving during concrete placement. Cross bracing N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 30 I 1 1 t 1 1 shall be with additional reinforcing steel. Cross bracing shall be placed both longitudinally 2 and transversely. 3 4 After reinforcing steel bars are placed in a traffic or pedestrian barrier and prior to slip- 5 form concrete placement, the Contractor shall check clearances and reinforcing steel bar 6 placement. This check shall be accomplished by using a template or by operating the slip- 7 form machine over the entire length of the traffic or pedestrian barrier All clearance and 8 reinforcing steel bar placement deficiencies shall be corrected by the Contractor before 9 slip -form concrete placement. 10 11 Precast concrete supports (or other accepted devices) shall be used to maintain the 12 concrete coverage required by the Plans. The precast concrete supports shall. 13 14 1. Have a bearing surface measuring not greater than 2 inches in either dimension, and 15 16 2. Have a compressive strength equal to or greater than that of the concrete in which 17 they are embedded. 18 19 In slabs, each precast concrete support shall have either: (1) a grooved top that will hold 20 the reinforcing bar in place, or (2) an embedded wire that protrudes and is tied to the 21 reinforcing steel. If this wire is used around epoxy -coated bars, it shall be coated with 22 plastic. 23 24 Precast concrete supports may be accepted based on a Manufacturer's Certificate of 25 Compliance. 26 27 In lieu of precast concrete supports, the Contractor may use metal or all -plastic supports 28 to hold uncoated bars. Any surface of a metal support that will not be covered by at least 29 I/2 inch of concrete shall be one of the following: 30 31 1 Hot -dip galvanized after fabrication in keeping with AASHTO M232 Class D, 32 33 2. Coated with plastic firmly bonded to the metal This plastic shall be at least 332 34 inch thick where it touches the form and shall not react chemically with the 35 concrete when tested in the State Materials Laboratory The plastic shall not 36 shatter or crack at or above -5°F and shall not deform enough to expose the 37 metal at or below 200°F; or 38 39 3. Stainless steel that meet the requirements of ASTM A493, Type 302. Stainless 40 steel chair supports are not required to be galvanized or plastic coated. 41 42 In lieu of precast concrete supports, epoxy -coated reinforcing bars may be supported by 43 one of the following: 44 45 1. Metal supports coated entirely with a dielectric material such as epoxy or plastic, 46 47 2 Other epoxy -coated reinforcing bars, or 48 49 3. All -plastic supports. 50 51 Damaged coatings on m, !tal bar supports shall be repaired prior to placing concrete. 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 6, 2018 31 1 All -plastic supports shall be lightweight, non -porous, and chemically inert in concrete All- 2 plastic supports shall have rounded seatings, shall not deform under load during normal 3 temperatures, and shall not shatter or crack under impact loading in cold weather All- 4 plastic supports shall be placed at spacings greater than 1 foot along the bar and shall 5 have at least 25 percent of their gross place area perforated to compensate for the 6 difference in the coefficient of thermal expansion between plastic and concrete The 7 shape and configuration of all -plastic supports shall permit complete concrete 8 consolidation in and around the support. 9 10 A "mat" is two adjacent and perpendicular layers of reinforcing steel. In bridge decks, top 11 and bottom mats shall be supported adequately enough to hold both in their proper 12 positions. If bar supports directly support, or are directly supported on No. 4 bars, they 13 shall be spaced at not more than 3-foot intervals (or not more than 4-foot intervals for 14 bars No. 5 and larger). Wire ties to girder stirrups shall not be considered as supports. To 15 provide a rigid mat, the Contractor shall add other supports and tie wires to the top mat 16 as needed. 17 18 Unless noted otherwise, the minimum concrete cover for main reinforcing bars shall be 19 20 3 inches to a concrete surface deposited against earth without intervening forms 21 22 2'/2 inches to the top surface of a concrete bridge deck or bridge approach slab 23 24 2 inches to a concrete surface when not specified otherwise in this section or in the 25 Contract documents 26 27 1 Y2 inches to a concrete barrier or curb surface. 28 29 Except for top cover in bridge decks and bridge approach slabs, minimum concrete cover 30 to ties and stirrups may be reduced by inch but shall not be less than 1 inch. Minimum 31 concrete cover shall also be provided to the outermost part of mechanical splices and 32 headed steel reinforcing bars. 33 34 Reinforcing steel bar location, concrete cover and clearance shall not vary more than the 35 following tolerances from what is specified in the Contract documents. 36 37 Reinforcing bar location for members 12 inches or less in thickness ±0 25 inch 38 39 Reinforcing bar location for members greater than 12 inches in thickness ±0 375 40 inch 41 42 Reinforcing bar location for bars placed at equal spacing within a plane: the greater 43 of either ±1 inch or ±1 bar diameter within the plane The total number of bars shall 44 not be fewer than that specified 45 46 The clearance between reinforcement shall not be less than the greater of the bar 47 diameter or 1 inch for unbundled bars. For bundled bars, the clearance between 48 bundles shall not be less than the greater of 1 inch or a bar diameter derived from 49 the equivalent total area of all bars in the bundle. 50 51 Longitudinal location of bends and ends of bars ±1 inch 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 32 1 t 1 Embedded length of bars and length of bar lap splices 2 3 No. 3 through No. 11: -1 inch 4 5 No 14 through No. 18: -2 inches 6 7 Concrete cover measured perpendicular to concrete surface (except for the top 8 surface of bridge decks, bridge approach slabs and other roadway surfaces): ±0.25 9 inch 10 11 Concrete cover measured perpendicular to concrete surface for the top surface of 12 bridge decks, bridge approach slabs and other roadway surfaces +0.25 inch, -0 inch 13 14 Before placing any concrete, the Contractor shall: 15 16 1. Clean all mortar from reinforcement, and 17 18 2. Obtain the Engineer's permission to place concrete after the Engineer has 19 inspected the placement of the reinforcing steel. (Any concrete placed without 20 the Engineer's permission shall be rejected and removed.) 21 22 6-02.3(25)H Finishing 23 The last paragraph is revised to read: 24 25 The Contractor may repair defects in prestressed concrete girders in accordance with 26 Section 6-01.16. 27 28 6-02.3(27) Concrete for Precast Units 29 The last sentence of the first paragraph is revised to read: 30 31 Type III portland cement or blended hydraulic cement is permitted to be used in precast 32 concrete units. 33 34 6-02.3(28)B Casting 35 In the second paragraph, the reference to Section 6-02.3(25)B is revised to read Section 6- 36 02.3(25)C 37 38 6-02.3(28)D Contractors Control Strength 39 In the first paragraph, "WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO 40 T 23" 41 42 6-02.3(28)E Finishing 43 This section is supplemented with the following: 44 45 The Contractor may repair defects in precast panels in accordance with Section 6-01 16. 46 47 Section 7-05, Manholes, Inlets, Catch Basins, and Drywells 48 August 6, 2018 49 7-05.3 Construction Requirements 50 The fourth sentence of the third paragraph is deleted N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 6, 2018 33 1 2 7-08.AP7 3 Section 7-08, General Pipe Installation Requirements 4 April 2, 2018 5 7-08.3(3) Backfilling 6 The fifth sentence of the fourth paragraph is revised to read 7 8 All compaction shall be in accordance with the Compaction Control Test of Section 2- 9 03 3(14)D except in the case that 100% Recycled Concrete Aggregate is used 10 11 The following new sentences are inserted after the fifth sentence of the fourth paragraph. 12 13 When 100% Recycled Concrete Aggregate is used, the Contractor may submit a written 14 request to use a test point evaluation for compaction acceptance Test Point evaluation 15 shall be performed in accordance with SOP 738 16 17 Section 8-01, Erosion Control and Water Pollution Control 18 April 2, 2018 19 8-01.1 Description 20 This section is revised to read. 21 22 This Work consists of furnishing, installing, maintaining, removing and disposing of best 23 management practices (BMPs), as defined in the Washington Administrative Code (WAC) 24 173-201A, to manage erosion and water quality in accordance with these Specifications 25 and as shown in the Plans or as designated by the Engineer 26 27 The Contracting Agency may have a National Pollution Discharge Elimination System 28 Construction Stormwater General Permit (CSWGP) as identified in the Contract Special 29 Provisions The Contracting Agency may or may not transfer coverage of the CSWGP to 30 the Contractor when a CSWGP has been obtained The Contracting Agency may not 31 have a CSWGP for the project but may have another water quality related permit as 32 identified in the Contract Special Provisions or the Contracting Agency may not have 33 water quality related permits but the project is subject to applicable laws for the Work. 34 Section 8-01 covers all of these conditions 35 36 8-01.2 Materials 37 The first paragraph is revised to read 38 39 Materials shall meet the requirements of the following sections 40 41 Corrugated Polyethylene Drain Pipe 9-05 1(6) 42 Quarry Spalls 9-13 43 Erosion Control and Roadside Planting 9-14 44 Construction Geotextile 9-33 45 46 8-01.3(1) General 47 This section is revised to read 48 49 Adaptive management shall be employed throughout the duration of the project for the 50 implementation of erosion and water pollution control permit requirements for the current N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #: 3715 - COY PROJ. #: 2340 November 6, 2018 34 condition of the project site. The adaptive management includes the selection and 2 utilization of BMPs, scheduling of activities, prohibiting unacceptable practices, 3 implementing maintenance procedures, and other managerial practices that when used 4 singularly or in combination, prevent or reduce the release of pollutants to waters of the 5 State The adaptive management shall use the means and methods identified in this 6 section and means and methods identified in the Washington State Department of 7 Transportation's Temporary Erosion and Sediment Control Manual or the Washington 8 State Department of Ecology's Stormwater Management Manuals for construction 9 stormwater. 10 11 The Contractor shall install a high visibility fence along the site preservation lines shown 12 in the Plans or as instructed by the Engineer. 13 14 Throughout the life of the project, the Contractor shall preserve and protect the delineated 15 preservation area, acting immediately to .repair or restore any fencing damaged or 16 removed. 17 18 All discharges to surface waters shall comply with surface water quality standards as 19 defined in Washington Administrative Code (WAC) Chapter 173-201A. All discharges to 20 the ground shall comply with groundwater quality standards WAC Chapter 173-200. 21 22 The Contractor shall comply with the CSWGP when the project is covered by the CSWGP 23 Temporary Work, at a minimum, shall include the implementation of: 24 25 1. Sediment control measures prior to ground disturbing activities to ensure all 26 discharges from construction areas receive treatment prior to discharging from 27 the site. 28 29 2. Flow control measures to prevent erosive flows from developing. 30 31 3. Water management strategies and pollution prevention measures to prevent 32 contamination of waters that will be discharged to surface waters or the ground. 33 34 4. Erosion control measures to stabilize erodible earth not being worked. 35 36 5. Maintenance of BMPs to ensure continued compliant performance 37 38 6 Immediate corrective action if evidence suggests construction activity is not in 39 compliance. Evidence includes sampling data, olfactory or visual evidence such 40 as the presence of suspended sediment, turbidity, discoloration, or oil sheen in 41 discharges. 42 43 To the degree possible, the Contractor shall coordinate this temporary Work with 44 permanent drainage and erosion control Work the Contract requires. 45 46 47 48 1 Clearing, grubbing, excavation, borrow, or fill within the Right of Way shall never expose more erodible earth than as listed below: Western Washington (West of the Cascade Mountain Crest) N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 35 Eastern Washington (East of the Cascade Mountain Crest) 1 2 3 4 5 7 8 10 11 12 13 May 1 through September 30 17 Acres October 1 through April 30 5 Acres April 1 through October 31 17 Acres November 1 through March 31 5 Acres The Engineer may increase or decrease the limits based on project conditions. Erodible earth is defined as any surface where soils, grindings, or other materials may be capable of being displaced and transported by rain, wind, or surface water runoff Erodible earth not being worked, whether at final grade or not, shall be covered within the specified time period (see the table below), using BMPs for erosion control Western Washington (West of the Cascade Mountain Crest) October 1 through April 30 2 days maximum May 1 to September 30 7 days maximum Eastern Washington (East of the Cascade Mountain Crest) October 1 through June 30 5 days maximum November 1 through March 31 10 days maximum When applicable, the Contractor shall be responsible for all Work required for compliance with the CSWGP including annual permit fees 14 If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall 15 continue to comply with this division during the suspension. 16 17 Nothing in this Section shall relieve the Contractor from complying with other Contract 18 requirements 19 20 8-01.3(1)A Submittals 21 This section's content is deleted 22 23 This section is supplemented with the following new subsection: 24 25 8-01.3(1)A1 Temporary Erosion and Sediment Control 26 A Temporary Erosion and Sediment Control (TESC) plan consists of a narrative section 27 and plan sheets that meets the Washington State Department of Ecology's Stormwater 28 Pollution Prevention Plan (SWPPP) requirement in the CSWGP Abbreviated TESC plans 29 are not required to include plan sheets and are used on small projects that disturb soil 30 and have the potential to discharge but are not covered by the CSWGP. The contract 31 uses the term "TESC plan" to describe both TESC plans and abbreviated TESC plans 32 When the Contracting Agency has developed a TESC plan for a Contract, the narrative 33 is included in the appendix to the Special Provisions and the TESC plan sheets, when 34 required, are included in the Contract Plans The Contracting Agency TESC plan will not 35 include off -site areas used to directly support construction activity 36 37 38 39 40 41 42 The Contractor shall either adopt the TESC Plan in the Contract or develop a new TESC Plan If the Contractor adopts the Contracting Agency TESC Plan, the Contractor shall modify the TESC Plan to meet the Contractor's schedule, method of construction, and to include off -site areas that will be used to directly support construction activity such as equipment staging yards, material storage areas, or borrow areas Contractor TESC Plans shall include all high visibility fence delineation shown on the Contracting Agency N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 6, 2018 36 1 Contract Plans. All TESC Plans shall meet the requirements of the current edition of the 2 WSDOT Temporary Erosion and Sediment Control Manual M 3109 and be adaptively 3 managed as needed throughout construction based on site inspections and discharge 4 samples to maintain compliance with the CSWGP. The Contractor shall develop a 5 schedule for implementation of the TESC work and incorporate it into the Contractor's 6 progress schedule. 7 8 The Contractor shall submit their TESC Plan (either the adopted plan or new plan) and 9 implementation schedule as Type 2 Working Drawings. At the request of the Engineer, 10 updated TESC Plans shall be submitted as Type 1 Working Drawings. 11 12 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 13 This section is revised to read. 14 15 The Contractor shall identify the ESC Lead at the preconstruction discussions and in the 16 TESC Plan. The ESC Lead shall have, for the life of the Contract, a current Certificate of 17 Training in Construction Site Erosion and Sediment Control from a course approved by 18 the Washington State Department of Ecology. The ESC Lead must be onsite or on call at 19 all times throughout construction. The ESC Lead shall be listed on the Emergency 20 Contact List required under Section 1-05.13(1). 21 22 The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not 23 limited to: 24 25 1. Installing, adaptively managing, and maintaining temporary erosion and 26 sediment control BMPs to assure continued performance of their intended 27 function. Damaged or inadequate BMPs shall be corrected immediately. 28 29 2 Updating the TESC Plan to reflect current field conditions 30 31 3. Discharge sampling and submitting Discharge Monitoring Reports (DMRs) to 32 the Washington State Department of Ecology in accordance with the CSWGP. 33 34 4. Develop and maintain the Site Log Book as defined in the CSWGP. When the 35 Site Log Book or portion thereof is electronically developed, the electronic 36 documentation must be accessible onsite. As a part of the Site Log Book, the 37 Contractor shall develop and maintain a tracking table to show that identified 38 TESC compliance issues are fully resolved within 10 calendar days The table 39 shall include the date an issue was identified, a description of how it was 40 resolved, and the date the issue was fully resolved 41 42 The ESC Lead shall also inspect all areas disturbed by construction activities, all on -site 43 erosion and sediment control BMPs, and all stormwater discharge points at least once 44 every calendar week and within 24-hours of runoff events in which stormwater discharges 45 from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once 46 every calendar month. The Washington State Department of Ecology's Erosion and 47 Sediment Control Site Inspection Form, located at https://ecology.wa.gov/Regulations- 48 Permits/Permits-certifications/Stormwater-general-permits/Construction-stormwater- 49 permit, shall be completed for each inspection and a copy shall be submitted to the 50 Engineer no later than the end of the next working day following the inspection. 51 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 37 1 8-01.3(1)C Water Management 2 This section is supplemented with the following new subsections: 3 4 8-01.3(1)C5 Water Management for In -Water Work Below Ordinary High 5 Water Mark (OHWM) 6 Work over surface waters of the state (defined in WAC 173-201A-010) or below the 7 OHWM (defined in RCW 90 58 030) must comply with water quality standards for surface 8 waters of the state of Washington 9 10 8-01.3(1)C6 Environmentally Acceptable Hydraulic Fluid 11 All equipment containing hydraulic fluid that extends from a bridge deck over surface 12 waters of the state or below the OHWM, shall be equipped with an environmentally 13 acceptable hydraulic fluid The fluid shall meet specific requirements for biodegradability, 14 aquatic toxicity, and bioaccumulation in accordance with the United States Environmental 15 Protection Agency (EPA) publication EPA800-R-11-002 Acceptance shall be in 16 accordance with Section 1-06 3, Manufacturer's Certification of Compliance. 17 18 The designation of environmentally acceptable hydraulic fluid does not mean fluid spills 19 are acceptable The Contractor shall respond to spills to land or water in accordance with 20 the Contract. 21 22 8-01.3(1)C7 Turbidity Curtain 23 All Work for the turbidity curtain shall be in accordance with the manufacturer's 24 recommendations for the site conditions. Removal procedures shall be developed and 25 used to minimize silt release and disturbance of silt. The Contractor shall submit a Type 26 2 Working Drawing, detailing product information, installation and removal procedures, 27 equipment and workforce needs, maintenance plans, and emergency repair/replacement 28 plans. 29 30 Turbidity curtain materials, installation, and maintenance shall be sufficient to comply with 31 water quality standards 32 33 The Contractor shall notify the Engineer 10 days in advance of removing the turbidity 34 curtain. All components of the turbidity curtain shall be removed from the project. 35 36 8-01.3(1)C1 Disposal of Dewatering Water 37 This section is revised to read: 38 39 When uncontaminated groundwater is encountered in an excavation on a project it may 40 be infiltrated within vegetated areas of the right of way not designated as Sensitive Areas 41 or incorporated into an existing stormwater conveyance system at a rate that will not 42 cause erosion or flooding in any receiving surface water 43 44 Alternatively, the Contractor may pursue independent disposal and treatment alternatives 45 that do not use the stormwater conveyance system provided it is in compliance with the 46 applicable WACs and permits 47 48 8-01.3(1)C2 Process Wastewater 49 This section is revised to read: 50 51 Wastewater generated on -site as a byproduct of a construction process shall not be 52 discharged to surface waters of the State. Some sources of process wastewater may be N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 38 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 infiltrated in accordance with the CSWGP with concurrence from the Engineer. Some 2 sources of process wastewater may be disposed via independent disposal and treatment 3 alternatives in compliance with the applicable WACs and permits 4 5 8-01.3(1)C3 Shaft Drilling Slurry Wastewater 6 This section is revised to read: 7 8 Wastewater generated on -site during shaft drilling activity shall be managed and disposed 9 of in accordance with the requirements below. No shaft drilling slurry wastewater shall be 10 discharged to surface waters of the State. Neither the sediment nor liquid portions of the 11 shaft drilling slurry wastewater shall be contaminated, as detectable by visible or olfactory 12 indication (e g , chemical sheen or smell) 13 14 1. Water -only shaft drilling slurry or water slurry with accepted flocculants may be 15 infiltrated on -site. Flocculants used shall meet the requirements of Section 9- 16 14.5(1) or shall be chitosan products listed as General Use Level Designation 17 (GULD) on the Washington State Department of Ecology's stormwater treatment 18 technologies webpage for construction treatment. Infiltration is permitted if the 19 following requirements are met: 20 21 a. Wastewater shall have a pH of 6.5 — 8.5 prior to discharge. 22 23 b. The amount of flocculant added to the slurry shall be kept to the minimum 24 needed to adequately settle out solids The flocculant shall be thoroughly 25 mixed into the slurry. 26 27 c. The slurry removed from the shaft shall be contained in a leak proof cell or 28 tank for a minimum of 3 hours. 29 30 d. The infiltration rate shall be reduced if needed to prevent wastewater from 31 leaving the infiltration location. The infiltration site shall be monitored 32 regularly during infiltration activity All wastewater discharged to the ground 33 shall fully infiltrate and discharges shall stop before the end of each work 34 day. 35 36 e. Drilling spoils and settled sediments remaining in the containment cell or 37 tank shall be disposed of in accordance with Section 6-19.3(4)F. 38 39 f. Infiltration locations shall be in upland areas at least 150 feet away from 40 surface waters, wells, on -site sewage systems, aquifer sensitive recharge 41 areas, sole source aquifers, well head protection areas, and shall be 42 marked on the plan sheets before the infiltration activity begins. 43 44 g. Prior to infiltration, the Contractor shall submit a Shaft Drilling Slurry 45 Wastewater Management and Infiltration Plan as a Type 2 Working 46 Drawing. This Plan shall be kept on -site, adapted if needed to meet the 47 construction requirements, and updated to reflect what is being done in the 48 field. The Working Drawing shall include, at a minimum, the following 49 information 50 51 i Plan sheet showing the proposed infiltration location and all surface 52 waters, wells, on -site sewage systems, aquifer -sensitive recharge N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 6, 2018 39 1 areas, sole source aquifers, and well -head protection areas within 150 2 feet. 3 4 ii The proposed elevation of soil surface receiving the wastewater for 5 infiltration and the anticipated phreatic surface (i.e., saturated soil) 6 7 iii The source of the water used to produce the slurry. 8 9 iv The estimated total volume of wastewater to be infiltrated 10 11 v The accepted flocculant to be used (if any) 12 13 vi The controls or methods used to prevent surface wastewater runoff 14 from leaving the infiltration location. 15 16 vii The strategy for removing slurry wastewater from the shaft and 17 containing the slurry wastewater once it has been removed from the 18 shaft. 19 20 viii. The strategy for monitoring infiltration activity and adapting methods to 21 ensure compliance. 22 23 ix A contingency plan that can be implemented immediately if it becomes 24 evident that the controls in place or methods being used are not 25 adequate 26 27 x The strategy for cleaning up the infiltration location after the infiltration 28 activity is done. Cleanup shall include stabilizing any loose sediment 29 on the surface within the infiltration area generated as a byproduct of 30 suspended solids in the infiltrated wastewater or soil disturbance 31 associated with BMP placement and removal 32 33 2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives not 34 allowed for infiltration shall be contained and disposed of by the Contractor at 35 an accepted disposal facility in accordance with Section 2-03 3(7)C. Spoils that 36 have come into contact with mineral slurry shall be disposed of in accordance 37 with Section 6-19.3(4)F 38 39 8-01.3(1)C4 Management of Off -Site Water 40 This section is revised to read 41 42 Prior to clearing and grubbing, the Contractor shall intercept all sources of off -site surface 43 water and overland flow that will run-on to the project. Off -site surface water run-on shall 44 be diverted through or around the project in a way that does not introduce construction 45 related pollution It shall be diverted to its preconstruction discharge location in a manner 46 that does not increase preconstruction flow rate and velocity and protects contiguous 47 properties and waterways from erosion. The Contractor shall submit a Type 2 Working 48 Drawing consisting of the method for performing this Work. 49 50 8-01.3(1)E Detention/Retention Pond Construction 51 This section is revised to read: 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 6, 2018 40 1 Whether permanent or temporary, ponds shall be constructed before beginning other 2 grading and excavation Work in the area that drains into that pond. Detention/retention 3 ponds may be constructed concurrently with grading and excavation when allowed by the 4 Engineer. Temporary conveyances shall be installed concurrently with grading in 5 accordance with the TESC Plan so that newly graded areas drain to the pond as they are 6 exposed. 7 8 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 9 In the table, the second column heading is revised to read. 10 11 Eastern Washington' 12 (East of the Cascade Mountain Crest) 13 14 Footnote 1 in the table is revised to read: 15 16 Seeding may be allowed outside these dates when allowed or directed by the Engineer. 17 18 8-01.3(5) Plastic Covering 19 The first sentence of the first paragraph is revised to read: 20 21 Erosion Control — Plastic coverings used to temporarily cover stockpiled materials, 22 slopes or bare soils shall be installed and maintained in a way that prevents water from 23 intruding under the plastic and prevents the plastic cover from being damaged by wind. 24 25 8-01.3(7) Stabilized Construction Entrance 26 The first paragraph is revised to read: 27 28 Temporary stabilized construction entrance shall be constructed in accordance with the 29 Standard Plans, prior to construction vehicles entering the roadway from locations that 30 generate sediment track out on the roadway. Material used for stabilized construction 31 entrance shall be free of extraneous materials that may cause or contribute to track out. 32 33 8-01.3(8) Street Cleaning 34 This section is revised to read: 35 36 Self-propelled pickup street sweepers shall be used to remove and collect dirt and other 37 debris from the Roadway. The street sweeper shall effectively collect these materials and 38 prevent them from being washed or blown off the Roadway or into waters of the State. 39 Street sweepers shall not generate fugitive dust and shall be designed and operated in 40 compliance with applicable air quality standards. Material collected by the street sweeper 41 shall be disposed of in accordance with Section 2-03 3(7)C. 42 43 When allowed by the Engineer, power broom sweepers may be used in non- 44 environmentally sensitive areas. The broom sweeper shall sweep dirt and other debris 45 from the roadway into the work area. The swept material shall be prevented from entering 46 or washing into waters of the State 47 48 Street washing with water will require the concurrence of the Engineer. 49 50 8-01.3(12) Compost Socks 51 The first two sentences of the first paragraph are revised to read: 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 6, 2018 41 1 Compost socks are used to disperse flow and sediment. Compost socks shall be installed 2 as soon as construction will allow hut before flow conditions create erosive flows or 3 discharges from the site Compost socks shall be installed prior to any mulching or 4 compost placement. 5 6 8-01.3(13) Temporary Curb 7 The second to last sentence of the second paragraph is revised to read 8 9 Temporary curbs shall be a minimum of 4 inches in height. 10 11 8-01.3(14) Temporary Pipe Slope Drain 12 The third and fourth paragraphs are revised to read. 13 14 The pipe fittings shall be water tight and the pipe secured to the slope with metal posts, 15 wood stakes, sand bags, or as allowed by the Engineer. 16 17 The water shall be discharged to a stabilized conveyance, sediment trap, stormwater 18 pond, rock splash pad, or vegetated strip, in a manner to prevent erosion and maintain 19 water quality compliance 20 21 The last paragraph is deleted. 22 23 8-01.3(15) Maintenance 24 This section is revised to read 25 26 Erosion and sediment control BMPs shall be maintained or adaptively managed as 27 required by the CSWGP until the Engineer determines they are no longer needed When 28 deficiencies in functional performance are identified, the deficiencies shall be rectified 29 immediately. 30 31 The BMPs shall be inspected on the schedule outlined in Section 8-01 3(1)B for damage 32 and sediment deposits. Damage to or undercutting of BMPs shall be repaired 33 immediately. 34 35 In areas where the Contractor's activities have compromised the erosion control functions 36 of the existing grasses, the Contractor shall overseed at no additional cost to the 37 Contracting Agency. 38 39 The quarry spalls of construction entrances shall be refreshed, replaced, or screened to 40 maintain voids between the spalls for collecting mud and dirt. 41 42 Unless otherwise specified, when the depth of accumulated sediment and debris reaches 43 approximately 1/3 the height of the BMP the deposits shall be removed Debris or 44 contaminated sediment shall be disposed of in accordance with Section 2-03 3(7)C. 45 Clean sediments may be stabilized on -site using BMPs as allowed by the Engineer. 46 47 8-01.3(16) Removal 48 This section is revised to read 49 50 The Contractor shall remove all temporary BMPs, all associated hardware and associated 51 accumulated sediment deposition !rom the project limits prior to Physical Completion 52 unless otherwise allowed by the Engineer. When the temporary BMP materials are made N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 6, 2018 42 1 of natural plant fibers unaltered by synthetic materials the Engineer may allow leaving the 2 BMP in place. 3 4 The Contractor shall remove BMPs and associated hardware in a way that minimizes soil 5 disturbance The Contractor shall permanently stabilize all bare and disturbed soil after 6 removal of BMPs If the installation and use of the erosion control BMPs have compacted 7 or otherwise rendered the soil inhospitable to plant growth, such as construction 8 entrances, the Contractor shall take measures to rehabilitate the soil to facilitate plant 9 growth. This may include, but is not limited to, ripping the soil, incorporating soil 10 amendments, or seeding with the specified seed. 11 12 At the request of the Contractor and at the sole discretion of the Engineer the CSWGP 13 may be transferred back to the Contracting Agency Approval of the Transfer of Coverage 14 request will require the following: 15 16 1. All other Work required for Contract Completion has been completed. 17 18 2. All Work required for compliance with the CSWGP has been completed to the 19 maximum extent possible. This includes removal of BMPs that are no longer 20 needed and the site has undergone all Stabilization identified for meeting the 21 requirements of Final Stabilization in the CSWGP. 22 23 3 An Equitable Adjustment change order for the cost of Work that has not been 24 completed by the Contractor 25 26 4. Submittal of the Washington State Department of Ecology Transfer of Coverage 27 form (Ecology form ECY 020-87a) to the Engineer 28 29 If the Engineer approves the transfer of coverage back to the Contracting Agency, the 30 requirement in Section 1-07.5(3) for the Contractor's submittal of the Notice of 31 Termination form to the Washington State Department of Ecology will not apply 32 33 8-01.4 Measurement 34 This section's content is deleted and replaced with the following new subsections: 35 36 8-01.4(1) Lump Sum Bid for Project (No Unit Items) 37 When the Bid Proposal contains the item "Erosion Control and Water Pollution 38 Prevention" there will be no measurement of unit or force account items for Work defined 39 in Section 8-01 except as described in Sections 8-01.4(3) and 8-01.4(4). Also, except as 40 described in Section 8-01.4(3), all of Sections 8-01.4(2) and 8-01.5(2) are deleted. 41 42 8-01.4(2) Item Bids 43 When the Proposal does not contain the items "Erosion Control and Water Pollution 44 Prevention", Section 8-01.4(1) and 8-01.5(1) are deleted and the Bid Proposal will contain 45 some or all of the following items measured as noted. 46 47 ESC lead will be measured per day for each day that an inspection is made and a 48 report is filed. 49 50 Biodegradable erosion control blanket and plastic covering will be measured by the 51 square yard along the ground slope line of surface area covered and accepted. 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 43 1 Turbidity curtans will be measured by the linear foot along the ground line of the 2 installed curtain 3 4 Check dams will be measured per linear foot one time only along the ground line of 5 the completed check dam No additional measurement will be made for check dams 6 that are required to be rehabilitated or replaced due to wear 7 8 Stabilized construction entrances will be measured by the square yard by ground 9 slope measurement for each entrance constructed 10 11 Tire wash facilities will be measured per each for each tire wash installed 12 13 Street cleaning will be measured by the hour for the actual time spent cleaning 14 pavement, refilling with water, dumping and transport to and from cleaning locations 15 within the project limits, as authorized by the Engineer Time to mobilize the 16 equipment to or from the project limits on which street cleaning is required will not be 17 measured 18 19 Inlet protections will be measured per each for each initial installation at a 20 drainage structure 21 22 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by 23 the linear foot along the ground line of the completed barrier 24 25 Wattles and compost socks will be measured by the linear foot. 26 27 Temporary curbs will be measured by the linear foot along the ground line of the 28 completed installation. 29 30 Temporary pipe slope drains will be measured by the linear foot along the flow line 31 of the pipe 32 33 Coir logs will be measured by the linear foot along the ground line of the completed 34 installation. 35 36 Outlet protections will be measured per each initial installation at an outlet location. 37 38 Tackifiers will be measure by the acre by ground slope measurement. 39 40 8-01.4(3) Reinstating Unit Items with Lump Sum Erosion Control and 41 Water Pollution Prevention 42 The Contract Provisions may establish the project as lump sum, in accordance with 43 Section 8-01.4(1) and also include one or more of the items included above in Section 8- 44 01 4(2) When that occurs, the corresponding measurement provision in Section 8- 45 01 4(2) is not deleted and the Work under that item will be measured as specified 46 47 8-01.4(4) Items not included with Lump Sum Erosion Control and Water 48 Pollution Prevention 49 Compost blanket will be measured by the square yard by ground slope surface area 50 covered and accepted 51 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 6, 2018 44 1 Mulching will be measured by the acre by ground slope surface area covered and 2 accepted 3 4 Seeding, fertilizing, liming, mulching, and mowing, will be measured by the acre by ground 5 slope measurement. 6 7 Seeding and fertilizing by hand will be measured by the square yard by ground slope 8 measurement. No adjustment in area size will be made for the vegetation free zone 9 around each plant. 10 11 Fencing will be measured by the linear foot along the ground line of the completed fence. 12 13 8-01.5 Payment 14 This section's content is deleted and replaced with the following new subsections. 15 16 8-01.5(1) Lump Sum Bid for Project (No Unit Items) 17 Payment will be made for the following Bid item when it is included in the Proposal. 18 19 "Erosion Control and Water Pollution Prevention", lump sum. 20 21 The lump sum Contract price for "Erosion Control and Water Pollution Prevention" 22 shall be full pay to perform the Work as described in Section 8-01 except for costs 23 compensated by Bid Proposal items inserted through Contract Provisions as 24 described in Section 8-01 4(2). Progress payments for the lump sum item "Erosion 25 Control and Water Pollution Prevention" will be made as follows: 26 27 1. The Contracting Agency will pay 15 percent of the bid amount for the initial 28 set up for the item. Initial set up includes the following: 29 30 a. Acceptance of the TESC Plan provided by the Contracting Agency or 31 submittal of a new TESC Plan, 32 33 b Submittal of a schedule for the installation of the BMPs, and 34 35 c. Identifying water quality sampling locations 36 37 2. 70 percent of the bid amount will be paid in accordance with Section 1-09.9. 38 39 3. Once the project is physically complete and copies of the all reports 40 submitted to the Washington State Department of Ecology have been 41 submitted to the Engineer, and, if applicable, transference of the CSWGP 42 back to the Contracting Agency is complete, the remaining 15 percent of 43 the bid amount shall be paid in accordance with Section 1-09.9. 44 45 8-01.5(2) Item Bids 46 "ESC Lead", per day 47 48 "Turbidity Curtain", per linear foot. 49 50 "Biodegradable Erosion Control Blanket", per square yard. 51 52 "Plastic Covering", per square yard. N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 45 1 2 "Check Dam", per linear foot. 3 4 "Inlet Protection", per each 5 6 "Gravel Filter Berm", per linear foot. 7 8 "Stabilized Construction Entrance", per square yard 9 10 "Street Cleaning", per hour 11 12 "Silt Fence", per linear foot. 13 14 "Wood Chip Berm", per linear foot. 15 16 "Compost Berm", per linear foot. 17 18 "Wattle", per linear foot. 19 20 "Compost Sock", per linear foot. 21 22 "Coir Log", per linear foot. 23 24 "Temporary Curb", per linear foot. 25 26 "Temporary Pipe Slope Drain", per linear foot. 27 28 "Temporary Seeding", per acre. 29 30 "Outlet Protection", per each. 31 32 "Tackifier", per acre. 33 34 "Erosion/Water Pollution Control", by force account as provided in Section 1-09 6 35 36 Maintenance and removal of erosion and water pollution control devices including 37 removal and disposal of sediment, stabilization and rehabilitation of soil disturbed 38 by these activities, and any additional Work deemed necessary by the Engineer to 39 control erosion and water pollution will be paid by force account in accordance with 40 Section 1-09 6. 41 42 To provide a common Proposal for all Bidders, the Contracting Agency has entered an 43 amount in the Proposal to become a part of the Contractor's total Bid 44 45 8-01.5(3) Reinstating Unit Items with Lump Sum Erosion Control and 46 Water Pollution Prevention 47 The Contract may establish the project as lump sum, in accordance with Section 8-01.4(1) 48 and also reinstate the measurement of one or more of the items described in Section 8- 49 01.4(2), except for Erosion/Water Pollution Control, by force account. When that occurs, 50 the corresponding payment provision in Section 8-01 5(2) is not deleted and the Work 51 under that item will be paid as specified. 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 6, 2018 46 1 8-01.5(4) Items not included with Lump Sum Erosion Control and Water 2 Pollution Prevention 3 Payment will be made for each of the following Bid items when they are included in the 4 Proposal: 5 6 "Compost Blanket", per square yard 7 8 "Mulching", per acre 9 10 "Mulching with PAM", per acre 11 12 "Mulching with Short -Term Mulch", per acre 13 14 "Mulching with Moderate -Term Mulch", per acre. 15 16 "Mulching with Long -Term Mulch", per acre. 17 18 "Seeding, Fertilizing and Mulching", per acre. 19 20 "Seeding and Fertilizing", per acre. 21 22 "Seeding and Fertilizing by Hand", per square yard. 23 24 "Second Application of Fertilizer", per acre 25 26 "Liming", per acre. 27 28 "Mowing", per acre 29 30 "Seeding and Mulching", per acre. 31 32 "High Visibility Fence", per linear foot. 33 34 Section 8-02, Roadside Restoration 35 January 2, 2018 36 8-02.2 Materials 37 The reference to the material "Soil" is revised to read "Topsoil". 38 39 8-02.5 Payment 40 The following new paragraph is inserted following the Bid item "Plant Selection ", per each: 41 42 The unit Contract price for "Plant Selection ", per each shall be full pay for all Work to 43 perform the work as specified within the planting area prior to planting for weed control, 44 planting area preparation and installation of plants with initial watering. 45 46 The paragraph following the Bid item "PSIPE ", per each is revised to read: 47 48 The unit Contract price for "PSIPE ", per each, shall be full pay for all Work to perform 49 the work as specified within the planting area for weed control and planting area 50 preparation, planting, cleanup, and water necessary to complete planting operations as 51 specified to the end of first year plant establishment. N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 47 1 2 Section 8-04, Curbs, Gutters, and Spillways 3 April 2, 2018 4 8-04.2 Materials 5 In the first paragraph, the reference to "Portland Cement" is revised to read 6 7 Cement 9-01 8 9 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 10 The first paragraph is supplemented with the following: 11 12 Roundabout truck apron cement concrete curb and gutter shall be constructed with air 13 entrained concrete Class 4000 conforming to the requirements of Section 6-02 14 15 Section 8-06, Cement Concrete Driveway Entrances 16 April 2, 2018 17 8-06.2 Materials 18 In the first paragraph, the reference to "Portland Cement" is revised to read: 19 20 Cement 9-01 21 22 8-06.3 Construction Requirements 23 The first paragraph is revised to read 24 25 Cement concrete driveway approaches shall be constructed with air entrained concrete 26 Class 4000 conforming to the requirements of Section 6-02 or Portland Cement or 27 Blended Hydraulic Cement Concrete Pavement conforming to the requirements of 28 Section 5-05 29 30 Section 8-14, Cement Concrete Sidewalks 31 April 2, 2018 32 8-14.2 Materials 33 In the first paragraph, the reference to "Portland Cement" is revised to read. 34 35 Cement 9-01 36 37 In the second paragraph, each reference to "Federal Standard 595" is revised to read "SAE 38 AMS Standard 595" 39 40 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 41 Systems, and Electrical 42 August 6, 2018 43 8-20.1(1) Regulations and Code 44 The last paragraph is revised to read 45 46 Persons performing electrical Work shall be certified in accordance with and supervised 47 as required by RCW 19.28 161 Proof of certification shall be worn at all times in N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ #: 2340 November 6, 2018 48 1 1 1 1 1 1 1 1 accordance with WAC 296-46B-942. Persons failing to meet these certification 2 requirements may not perform any electrical work, and shall stop any active electrical 3 work, until their certification is provided and worn in accordance with this Section. 4 5 8-20.2(2) Equipment List and Drawings 6 This section is renumbered. 7 8 8-20.2(1) Equipment List and Drawings 9 10 8-20.3(4) Foundations 11 The second sentence of the first paragraph is revised to read: 12 13 Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations 14 shall be Class 4000P and does not require air entrainment. 15 16 8-20.3(5)A General 17 The last two sentences of the last paragraph is deleted 18 19 This section is supplemented with the following: 20 21 All conduits shall include a pull tape with the equipment grounding conductor. The pull 22 tape shall be attached to the conduit near the end bell or grounded end bushing, or to 23 duct plugs or caps if present, at both ends of the conduit. 24 25 8-20.3(8) Wiring 26 The seventeenth paragraph is supplemented with the following: 27 28 Pulling tape shall meet the requirements of Section 9-29 1(10). Pull string may not be 29 used 30 31 8-20.3(14)C Induction Loop Vehicle Detectors 32 Item number 2 is deleted. 33 34 Item numbers 3 through 12 are renumbered to 2 through 11, respectively. 35 36 Section 8-21, Permanent Signing 37 January 2, 2018 38 8-21.3(9)F Foundations 39 Item number 3 of the twelfth paragraph is supplemented with the following new sentence: 40 41 Class 4000P concrete for roadside sign structures does not require air entrainment. 42 43 Section 9-02, Bituminous Materials 44 April 2, 2018 45 9-02.1 Asphalt Material, General 46 The second paragraph is revised to read. 47 48 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt 49 shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 49 1 2 4 5 7 Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphalts" The Asphalt Supplier's QCP shall be submitted and receive the acceptance of the WSDOT State Materials Laboratory. Once accepted, any change to the QCP will require a new QCP to be submitted for acceptance The Asphalt Supplier of PG asphalt binder and emulsified asphalt shall certify through the Bill of Lading that the PG asphalt binder or emulsified asphalt meets the Specification requirements of the Contract. 8 9-02.1(4) Performance Graded Asphalt Binder (PGAB) 9 This section's title is revised to read 10 11 Performance Graded (PG) Asphalt Binder 12 13 The first paragraph is revised to read 14 15 16 17 18 19 20 21 22 The second paragraph, including the table, is revised to read. 23 24 25 26 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades specified in the Contract shall be used in the production of HMA. For HMA with greater than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall meet the following requirements. Additional Requirements by Performance Grade (PG) Asphalt Binders Propert y Test Method PG58S- 22 PG58H- 22 PG58V- 22 PG64S- 28 PG64H- 28 PG64V- 28 RTFO Residue Average Percent Recover ' @ 3.2 kPa AASHT O T 350' 30% Min 20% Min 25% Min 30% Min 'Specimen conditioned in accordance with AASHTO T 240 — RTFO 27 28 The third paragraph is revised to read. 29 30 31 required. 32 33 This section is supplemented with the following 34 The RTFO Jnrdiff and the PAV direct tension specifications of AASHTO M 332 are not 35 If the asphalt binder verification sample test results fail to meet AASHTO Test Method T 36 350 "Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt 37 Binder Using a Dynamic Shear Rheometer (DSR)" for average percent recovery @ 3.2 38 kPa for the applicable grades of binder in accordance with Section 9-02.1(4), the 39 Contracting Agency may elect to test the sample using AASHTO Test Method T 301 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #: 3715 - COY PROJ #• 2340 November 6, 2018 50 1 "Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a 2 Ductilometer." 3 4 When AASHTO T 301 is used, a minimum of 65% elastic recovery (ER) will be required 5 when tested at 25°C ± 0.5°C. 6 7 9-02.1(6) Cationic Emulsified Asphalt 8 This section is revised to read: 9 10 Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the 11 grades specified in the Contract shall be used. 12 13 9-02.5 Warm Mix Asphalt (WMA) Additive 14 This section, including title, is revised to read' 15 16 9-02.5 HMA Additive 17 Additives for HMA shall be accepted by the Engineer. 18 19 9-03.AP9 20 Section 9-03, Aggregates 21 October 30, 2018 22 9-03.1 Aggregates for Portland Cement Concrete 23 This section's title is revised to read. 24 25 Aggregates for Concrete 26 27 9-03.1(1) General Requirements 28 The first two sentences of the first paragraph are revised to read: 29 30 Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in 31 accordance with the provisions of Section 3-01. Reclaimed aggregate may be used if it 32 complies with the specifications for concrete 33 34 The second paragraph (up until the colon) is revised to read 35 36 Aggregates for concrete shall meet the following test requirements: 37 38 The second sentence of the second to last paragraph is revised to read: 39 40 The Contractor shall submit test results according to ASTM C1567 through the Engineer 41 to the State Materials Laboratory that demonstrate that the proposed fly ash when used 42 with the proposed aggregates and cement will control the potential expansion to 0.20 43 percent or less before the fly ash and aggregate sources may be used in concrete. 44 45 9-03.1(2) Fine Aggregate for Portland Cement Concrete 46 This section's title is revised to read: 47 48 Fine Aggregate for Concrete 49 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #: 3715 - COY PROJ #: 2340 November 6, 2018 51 1 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 2 This section's title is revised to read 3 4 Coarse Aggregate for Concrete 5 6 9-03.1(4)C Grading 7 The first paragraph (up until the colon) is revised to read: 8 9 Coarse aggregate for concrete when separated by means of laboratory sieves shall 10 conform to one or more of the following gradings as called for elsewhere in these 11 Specifications, Special Provisions, or in the Plans: 12 13 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete 14 This section's title is revised to read: 15 16 Combined Aggregate Gradation for Concrete 17 18 9-03.1(5)B Grading 19 In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read "FOP 20 for WAQTC/AASHTO T 27/T 11" 21 22 9-03.2 Aggregate for Job -Mixed Portland Cement Mortar 23 This section's title is revised to read: 24 25 Aggregate for Job -Mixed Portland Cement or Blended Hydraulic Cement 26 Mortar 27 28 The first sentence of the first paragraph is revised to read 29 30 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of 31 sand or other inert materials, or combinations thereof, accepted by the Engineer, having 32 hard, strong, durable particles free from adherent coating 33 34 9-03.4(1) General Requirements 35 The first paragraph (up until the colon) is revised to read 36 37 Aggregate for bituminous surface treatment shall be manufactured from ledge rock, talus, 38 or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface Treatment 39 shall meet the following test requirements: 40 41 9-03.8(1) General Requirements 42 The first paragraph (up until the colon) is revised to read 43 44 Aggregates for Hot Mix Asphalt shall meet the following test requirements 45 46 9-03.8(2) HMA Test Requirements 47 The two tables in the second paragraph are replaced with the following three tables: 48 Mix Criteria HMA Class 3/8 inch /2 inch 3/4 inch 1 inch Min Max. Min Max. Min Max. Min. Max. N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 6, 2018 52 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Voids in Mineral Aggregate (VMA), % 15 0 14 0 13 0 12.0 Voids Filled With Asphalt (VFA), % ESAL's (millions) VFA < 0 3 70 80 70 80 70 80 67 80 0.3 to < 3 65 78 65 78 65 78 65 78 >_ 3 73 76 65 75 65 75 65 75 Dust/Asphalt Ratio 0 6 1 6 0 6 1.6 0.6 1 6 0 6 1 6 1 Test Method ESAL's (millions) Number of Passes Hamburg Wheel -Track Testing, FOP for AASHTO T 324 Minimum Number of Passes with no Stripping Inflection Point and Maximum Rut Depth of 10mm < 0.3 10,000 0.3 to < 3 12,500 3 15,000 Indirect Tensile (IDT) Strength (psi) of Bituminous Materials FOP for ASTM D6931 175 Maximum 2 3 4 9-03.8(7) HMA Tolerances and Adjustments 5 In the table in item number 1, the fifth row is revised to read- 6 ESAL's (millions) N initial N design N maximum %Gmm <0.3 591.5 960 598.0 0.3to<3 590.5 960 5980 >>_3 5890 960 5980 Gyratory Compaction (number of gyrations) < 0 3 6 50 75 0.3 to < 3 7 75 115 3 8 100 160 Asphalt binder -0.4% to 0.5% ±0 7% 7 8 In the table in item number 1, the following new row is inserted before the last row: 9 Voids in Mineral -1 5% Aggregate, VMA 10 11 9-03.9(1) Ballast 12 The second paragraph (up until the colon) is revised to read: 13 14 Aggregates for ballast shall meet the following test requirements: 15 16 9-03.14(4) Gravel Borrow for Structural Earth Wall 17 The second sentence of the first paragraph is revised to read 18 19 The material shall be substantially free of shale or other soft, poor durability particles, and 20 shall not contain recycled materials, such as glass, shredded tires, concrete rubble, or 21 asphaltic concrete rubble. 22 23 9-03.21(1)B Recycled Concrete Aggregate Approval and Acceptance 24 This section is supplemented with the following new subsection: 25 26 9-03.21(1)B1 Recycled Concrete Aggregate Approval and Acceptance 27 Recycled concrete aggregate may be approved through a three tiered system that 28 consists of the following: N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 53 1 1 Tier 1 Approval Requirements Approval of the Reclamation Facility is not required Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1) Field acceptance testing in accordance with Section 3-04 Approved to provide the following Aggregate Materials: 9-03 10 Aggregate for Gravel Base 9-03 12(1)B Gravel Backfill for Foundations Class B 9-03 12(2) Gravel Backfill for Walls 9-03 12(3) Gravel Backfill for Pipe Zone Bedding 9-03 14(1) Gravel Borrow 9-03 14(2) Select Borrow 9-03 14(2) Select Borrow (greater than 3 feet below subgrade and side slope) 9-03 14(3) Common Borrow 9-03 14(3) Common Borrow (greater than 3 feet below subgrade and side slope) 9-03 17 Foundation Material Class A and Class B 9-03 18 Foundation Material Class C 9-03 19 Bank Run Gravel for Trench Backfill Tier 2 Approval Requirements The Reclamation Facility shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 9 "Standard Practice for Approval of Reclamation Facilities of WSDOT Recycled Concrete and Returned Concrete" The Reclamation Facility's QCP shall be submitted and approved by the WSDOT State Materials Laboratory Once accepted, any changes to the QCP will require a new QCP to be submitted for acceptance Evaluation of aggregate source properties (LA Wear and Degradation) for the recycled concrete aggregate is not required Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1), required if requested Field acceptance testing in accordance with Section 3-04 is required. Provide certification in accordance with WSDOT QC 9 for every lot. A lot shall be no larger than 10,000 tons Approved to provide the following Aggregate Materials: Tier 1 aggregate materials 9-03 1 Coarse Aggregate for Commercial Concrete or Concrete class 3000 9-03 9(1) Ballast 9-03 9(2) Permeable Ballast 9-03 9(3) Crushed Surfacing 9-03 12(1)A Gravel Backfill for Foundations Class A Tier 3 Approval Requirements The Reclamation Facility shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 10 "Standard Practice for Approval of N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 54 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 2 3 5 Reclamation Facilities of Recycled Concrete Aggregates from Stockpiles of Unknown Sources" The Reclamation Facility's QCP shall be submitted and approved by the WSDOT State Materials Laboratory Once accepted, any changes to the QCP will require a new QCP to be submitted for acceptance Evaluation of aggregate source properties (LA Wear and Degradation) for the recycled concrete aggregate is required Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1) is required Field acceptance testing in accordance with Section 3-04 is required. Provide certification in accordance with WSDOT QC 10 for every lot. A lot shall be no larger than 10,000 tons Approved to provide the following Aggregate Materials: Tier 1 aggregate materials 9-03 1 Coarse Aggregate for Commercial Concrete or Concrete class 3000 9-03.9(1) Ballast 9-03.9(2) Permeable Ballast 9-03.9(3) Crushed Surfacing 9-03 12(1)A Gravel Backfill for Foundations Class A For Reclamation Facilities that do not participate in Tier 2 and Tier 3, approval of recycled concrete aggregate will be in accordance with Section 9-03.21(1), and acceptance will be in accordance with Section 3-04 6 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 7 Material 8 "Portland Cement" is deleted from the first two rows in the table 9 10 The first column of the third row is revised to read. 11 12 Coarse Aggregate for Commercial Concrete and Class 3000 Concrete 13 14 Section 9-05, Drainage Structures and Culverts 15 April 2, 2018 16 9-05.3(1)C Age at Shipment 17 The last sentence of the first paragraph is revised to read. 18 19 Unless it is tested and accepted at an earlier age, it shall not be considered ready for 20 shipment sooner than 28 days after manufacture when made with Type II portland cement 21 or blended hydraulic cement, nor sooner than 7 days when made with Type III portland 22 cement. 23 24 Section 9-14, Erosion Control and Roadside Planting 25 August 6, 2018 26 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) 27 In Table 1, the last four rows are deleted. 28 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 55 1 9-14.4(2)A Long -Term Mulch 2 The first paragraph is supplemented with the following 3 4 Products containing cellulose fiber produced from paper or paper components will not be 5 accepted. 6 7 Table 2 is supplemented with the following new rows 8 Water Holding Capacity ASTM D 7367 800 percent minimum Organic Matter Content AASHTO T 267 90 percent minimum Seed Germination Enhancement ASTM D 7322 Long Term 420 percent minimum 9 10 11 9-14.4(2)B Moderate -Term Mulch 12 This section is revised to read 13 14 Within 48 hours of application, the Moderate -Term Mulch shall bond with the soil surface 15 to create a continuous, absorbent, flexible, erosion -resistant blanket. Moderate -Term 16 Mulch shall effectively perform the intended erosion control function in accordance with 17 Section 8-01 3(1) for a minimum of 3 months, or until temporary vegetation has been 18 established, whichever comes first. 19 20 Moderate -Term Mulch shall not be used in conjunction with permanent seeding 21 22 9-14.4(2)C Short -Term Mulch 23 This section is revised to read. 24 25 Short -Term Mulch shall effectively perform the intended erosion control function in 26 accordance with Section 8-01.3(1) for a minimum of 2 months, or until temporary 27 vegetation has been established, whichever comes first. Short -Term Mulch shall not be 28 used in conjunction with permanent seeding 29 30 Section 9-20, Concrete Patching Material, Grout, and Mortar 31 August 6, 2018 32 9-20.1 Patching Material 33 This section, including title, is revised to read 34 35 9-20.1 Patching Material for Cement Concrete Pavement 36 Concrete patching material shall be prepackaged mortar extended with aggregate. The 37 amount of aggregate for extension shall conform to the manufacturer's recommendation 38 39 Patching mortar and patching mortar extended with aggregate shall contain cementitious 40 material and conform to Sections 9-20 1(1) and 9-20 1(2). The Manufacturer shall use the 41 services of a laboratory that has an equipment calibration verification system and a 42 technician training and evaluation process in accordance with AASHTO R 18 to perform 43 all tests specified in Section 9-20.1. 44 45 9-20.1(1) Patching Mortar 46 Patching mortar shall conform to the following requirements 47 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 6, 2018 56 1 1 2 3 4 5 6 7 9 10 11 12 13 9-20.1(4) Water 14 Water shall meet the requirements of Section 9-25 1. The quantity of water shall be 15 within the limits recommended by the repair material manufacturer. 16 17 9-20.2 Specifications 18 This section, including title, is revised to read: 19 20 9-20.2 Patching Material for Concrete Structure Repair 21 Concrete patching material shall be a prepackaged mixture of portland or biended 22 hydraulic cement, aggregate, and admixtures Fly ash, ground granulated blast furnace 23 slag and microsilica fume may be used. The concrete patching material may be shrinkage 24 compensated. The concrete patching material shall also meet the following requirements. 25 26 27 Compressive Strength ASTM Test Method Specification at 3 hours C 39 Minimum 3,000 psi at 24 hours C 39 Minimum 5,000 psi Length Change at 28 days C 157 0 15 percent maximum Total Chloride Ion Content C 1218 1 Ib/yd3 maximum Bond Strength at 24 hours C 882 (As modified by C 928, Section 9 5) Minimum 1,000 psi Scaling Resistance (at 25 cycles of freezing and thawing) C 672 (As modified by C 928, Section 9.4) 1 Ib/ft2 maximum 9-20.1(2) Patching Mortar Extended with Aggregate Patching mortar extended with aggregate shall meet the following requirements. Compressive Strength ASTM Test Method Specification at 3 hours C 39 Minimum 3,000 psi at 24 hours C 39 Minimum 5,000 psi Length Change at 28 days C 157 0.15 percent maximum Bond Strength at 24 hours C 882 (As modified by ASTM C928, Section 9 5) Minimum 1,000 psi Scaling Resistance (at 25 cycles of freezing and thawing) C 672 2 Maximum Visual Rating Freeze thaw C 666 Maximum expansion 0.10% Minimum durability 90.0% 9-20.1(3) Aggregate Aggregate used to extend the patching mortar shall conform to Section 9-03.1(4) and be AASHTO Grading No 8. A Manufacturer's Certificate of Compliance shall be submitted showing the aggregate source and the gradation. Mitigation for Alkali Silica Reaction (ASR) will not be required for the extender aggregate used for concrete patching material. • Compressive strength of 6000 psi or higher at 28 days in accordance with AASHTO T 22 (ASTM C 39), unless noted otherwise N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 57 1 2 Bond strength of 250 psi or higher at 28 days or less in accordance with ASTM 3 C 1583 or ICRI 210.3R 4 5 Shrinkage shall be 0.05 percent (500 microstrain) or lower at 28 days in 6 accordance with AASHTO T 160 (ASTM C 157) as modified by ICRI 320 3R 7 8 Permeability shall be 2,000 coulombs or lower at 28 days in accordance with 9 AASHTO T 277 (ASTM C 1202) 10 11 Freeze -thaw resistance shall have a durability factor of 90 percent or higher after 12 a minimum of 300 cycles in accordance with AASHTO T 161 Procedure A (ASTM 13 C 666) 14 15 Soluble chloride ion limits in Section 6-02.3(2) shall be satisfied 16 17 9-20.2(1) Patching Mortar 18 This section, including title, is deleted in its entirety. 19 20 9-20.2(2) Patching Mortar Extended with Aggregate 21 This section, including title, is deleted in its entirety. 22 23 9-20.5 Bridge Deck Repair Material 24 Item number 3 of the first paragraph is revised to read: 25 26 3. Permeability of less than 2,000 coulombs at 28-days or more in accordance with 27 AASHTO T 277 28 29 Section 9-21, Raised Pavement Markers (RPM) 30 January 2, 2018 31 9-21.2 Raised Pavement Markers Type 2 32 This section's content is deleted. 33 34 9-21.2(1) Physical Properties 35 This section, including title, is revised to read: 36 37 9-21.2(1) Standard Raised Pavement Markers Type 2 38 The marker housing shall contain reflective faces as shown in the Plans to reflect incident 39 light from either a single or opposite directions and meet the requirements of ASTM D 40 4280 including Flexural strength requirements 41 42 9-21.2(2) Optical Requirements 43 This section, including title, is revised to read 44 45 9-21.2(2) Abrasion Resistant Raised Markers Type 2 46 Abrasion Resistant Raised Markers Type 2 shall comply with Section 9-21 2(1) and meet 47 the requirements of ASTM D 4280 with the following additional requirement: The 48 coefficient of luminous intensity of the markers shall be measured after subjecting the 49 entire lens surface to the test described in ASTM D 4280 Section 9.5 using a sand drop N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 6, 2018 58 1 apparatus After the exposure described above, retroreflected values shall not be less 2 than 0.5 times a nominal unblemished sample. 3 4 9-21.2(3) Strength Requirements 5 This section is deleted in its entirety. 6 7 Section 9-28, Signing Materials and Fabrication 8 April 2, 2018 9 9-28.10 Vacant 10 This section, including title, is revised to read: 11 12 9-28.10 Digital Printing 13 Transparent and opaque durable inks used in digital printed sign messages shall be as 14 recommended by the manufacturer. When properly applied, digital printed colors shall 15 have a warranty life of the base retroreflective sign sheeting Digital applied colors shall 16 present a smooth surface, free from foreign material, and all messages and borders shall 17 be clear and sharp. Digital printed signs shall conform to 70% of the retroreflective 18 minimum values established for its type and color. Digitally printed signs shall meet the 19 daytime color and luminance, and nighttime color requirements of ASTM D 4956. No 20 variations in color or overlapping of colors will be permitted. Digital printed permanent 21 traffic signs shall have an integrated engineered match component clear protective 22 overlay recommended by the sheeting manufacturer applied to the entire face of the sign 23 On Temporary construction/maintenance signs printed with black ink only, the protective 24 overlay film is optional, as long as the finished sign has a warranty of a minimum of three 25 years from sign sheeting manufacturer. 26 27 All digital printed traffic control signs shall be an integrated engineered match component 28 system. The integrated engineered match component system shall consist of 29 retroreflective sheeting, durable ink(s), and clear overlay film all from the same 30 manufacturer applied to aluminum substrate conforming to Section 9-28.8 31 32 The sign fabricator shall use an approved integrated engineered match component 33 system as listed on the Qualified Products List (QPL). Each approved digital printer shall 34 only use the compatible retroreflective sign sheeting manufacturer's engineered match 35 component system products. 36 37 Each retroreflective sign sheeting manufacturer/integrated engineered match component 38 system listed on the QPL shall certify a department approved sign fabricator is approved 39 to operate their compatible digital printer. The sign fabricator shall re -certify annually with 40 the retroreflective sign manufacturer to ensure their digital printer is still meeting 41 manufacturer's specifications for traffic control signs. Documentation of each re- 42 certification shall be submitted to the QPL Engineer annually. 43 44 9-28.11 Hardware 45 The last paragraph is revised to read: 46 47 All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and 48 related connecting hardware shall be galvanized in accordance with ASTM F 2329. 49 50 9-28.14(2) Steel Structures and Posts 51 The first sentence of the third paragraph is revised to read: N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 59 1 1 2 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to 3 Section 9-06 5(4), including Supplemental Requirement S4 tested at -20°F. 4 5 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM F 6 2329". 7 8 The first sentence of the fifth paragraph is revised to read: 9 10 Except as otherwise noted, steel used for sign structures and posts shall have a controlled 11 silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. 12 13 The last sentence of the last paragraph is revised to read: 14 15 If such modifications are contemplated, the Contractor shall submit a Type 2 Working 16 Drawing of the proposed modifications 17 18 Section 9-29, Illumination, Signal, Electrical 19 August 6, 2018 1 1 1 1 1 1 20 9-29.1 Conduit, Innerduct, and Outerduct I 21 This section is supplemented with the following new subsection 22 23 9-29.1(10) Pull Tape I 24 Pull tape shall be pre -lubricated polyester pulling tape The pull tape shall have a 25 minimum width of/2-inch and a minimum tensile strength of 500 pounds Pull tape may 26 have measurement marks I 27 28 9-29.2(1) Junction Boxes 29 The first paragraph is revised to read 30 I 31 For the purposes of this Specification concrete is defined as portland cement or blended 32 hydraulic cement concrete and non -concrete is all others 33 I 34 9-29.2(1)A2 Non -Concrete Junction Boxes 35 The first paragraph is revised to read: 36 37 Material for the non -concrete junction boxes shall be of a quality that will provide for a 38 similar life expectancy as portland cement or blended hydraulic cement concrete in a 39 direct burial application. I 40 41 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 42 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read 43 I Slip Resistant Lid ASTM A36 steel Frame ASTM A36 steel Slip Resistant Frame ASTM A36 steel 44 45 9-29.6 Light and Signal Standards 46 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 2329" 47 48 Item number 2 of the last paragraph is revised to read. N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 6, 2018 60 1 1 2 2. The steel Tight and signal standard fabricator's shop drawing submittal, including 3 supporting design calculations, submitted as a Type 2E Working Drawing in 4 accordance with Section 8-20.2(1) and the Special Provisions 5 6 9-29.6(1) Steel Light and Signal Standards 7 In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". 8 9 The first sentence of the last paragraph is revised to read: 10 11 Steel used for light and signal standards shall have a controlled silicon content of either 12 0.00 to 0 06 percent or 0.15 to 0.25 percent. 13 14 9-29.6(5) Foundation Hardware 15 In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329". 16 17 9-29.10(1) Conventional Roadway Luminaires 18 This section is revised to read: 19 20 All conventional roadway luminaires shall meet 3G vibration requirements as described 21 in ANSI C136 31. 22 23 All luminaires shall have housings fabricated from aluminum. The housing shall be 24 painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise 25 specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test as 26 specified in ASTM B117. 27 28 Each housing shall include a four bolt slip -fitter mount capable of accepting a nominal 2" 29 tenon and adjustable within +/- 5 degrees of the axis of the tenon The clamping bracket(s) 30 and the cap screws shall not bottom out on the housing bosses when adjusted within the 31 +/- 5 degree range. No part of the slipfitter mounting brackets on the luminaires shall 32 develop a permanent set in excess of 0 2 inch when the cap screws used for mounting 33 are tightened to a torque of 32 foot-pounds. Each luminaire shall include leveling 34 reference points for both transverse and longitudinal adjustment. 35 36 All luminaires shall include shorting caps when shipped The caps shall be removed and 37 provided to the Contracting Agency when an alternate control device is required to be 38 installed in the photocell socket. House side shields shall be included when required by 39 the Contract. Order codes shall be modified to the minimum extent necessary to include 40 the option for house side shields. 41 42 This section is supplemented with the following new subsections. 43 44 9-29.10(1)A High Pressure Sodium (HPS) Conventional Roadway 45 Luminaires 46 HPS conventional roadway luminaires shall meet the following requirements 47 48 1. General shape shall be "cobrahead" style, with flat glass lens and full cutoff 49 optics. 50 51 2. Light pattern distribution shall be IES Type III. 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 61 1 3. The reflector of all luminaires shall be of a snap -in design or secured with 2 screws The reflector shall be polished aluminum or prismatic borosilicate glass. 3 4 4. Flat lenses shall be formed from heat resistant, high -impact, molded borosilicate 5 or tempered glass 6 7 5. The lens shall be mounted in a doorframe assembly, which shall be hinged to 8 the luminaire and secured in the closed position to the luminaire by means of an 9 automatic latch The lens and doorframe assembly, when closed, shall exert 10 pressure against a gasket seat. The lens shall not allow any light output above 11 90 degrees nadir Gaskets shall be composed of material capable of 12 withstanding the temperatures involved and shall be securely held in place 13 14 6. The ballast shall be mounted on a separate exterior door, which shall be hinged 15 to the luminaire and secured in the closed position to the luminaire housing by 16 means of an automatic type of latch (a combination hex/slot stainless steel 17 screw fastener may supplement the automatic -type latch) 18 19 7. Each luminaire shall be capable of accepting a 150, 200, 250, 310, or 400 watt 20 lamp complete and associated ballast. Lamps shall mount horizontally. 21 22 9-29.10(1)B Light Emitting Diode (LED) Conventional Roadway Luminaires 23 LED Conventional Roadway Luminaires are divided into classes based on their 24 equivalent High Pressure Sodium (HPS) luminaires Current classes are 200W, 250W, 25 310W, and 400W. LED luminaires are required to be pre -approved in order to verify their 26 photometric output. To be considered for pre -approval, LED luminaires must meet the 27 requirements of this section 28 29 LED luminaires shall include a removable access door, with tool -less entry, for access to 30 electronic components and the terminal block. The access door shall be removable, but 31 include positive retention such that it can hang freely without disconnecting from the 32 luminaire housing LED drivers may be mounted either to the interior of the luminaire 33 housing or to the removable door itself. 34 35 LED drivers shall be removable for user replacement. All internal modular components 36 shall be connected by means of mechanical plug and socket type quick disconnects. Wire 37 nuts may not be used for any purpose All external electrical connections to the luminaire 38 shall be made through the terminal block. 39 40 LED luminaires shall include a 7-pin NEMA photocell receptacle The LED driver(s) shall 41 be dimmable from ten volts to zero volts LED output shall have a Correlated Color 42 Temperature (CCT) of 4000K nominal (4000-4300K) and a Color Rendering Index (CRI) 43 of 70 or greater LED output shall be a minimum of 85% at 75,000 hours at 25 degrees 44 Celsius. 45 46 47 48 49 LED luminaires shall be available for 120V, 240V, and 480V supply voltages Voltages refer to the supply voltages to the luminaires present in the field LED power usage shall not exceed the following maximum values for the applicable wattage class: Class Max. Wattage 200W 110W 250W 165W N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 6, 2018 62 t 1 t 310W 210W 400W 275W 1 2 Only one brand of LED conventional roadway luminaire may be used on a Contract. They 3 do not necessarily have to be the same brand as any high -mast, underdeck, or wall -mount 4 luminaires when those types of luminaires are specified in the Contract. LED luminaires 5 shall include a standard 10 year manufacturer warranty. 6 7 The list of pre -approved LED Conventional Roadway Luminaires is available at 8 http://www.wsdot.wa.gov/Design/Traffic/ledluminaires.htm. 9 10 9-29.10(2) Decorative Luminaires 11 This section, including title, is revised to read 12 13 9-29.10(2) Vacant 14 15 9-29.12 Electrical Splice Materials 16 This section is supplemented with the following new subsections: 17 18 9-29.12(3) Splice Enclosures 19 9-29.12(3)A Heat Shrink Splice Enclosure 20 Heat shrink splice enclosures shall be medium or heavy wall cross -linked polyolefin, 21 meeting the requirements of AMS-DTL-23053/15, with thermoplastic adhesive 22 sealant. Heat shrink splices used for "wye" connections require rubber electrical 23 mastic tape. 24 25 9-29.12(3)B Molded Splice Enclosure 26 Molded splice enclosures shall use epoxy resin in a clear rigid plastic mold. The 27 material used shall be compatible with the insulation material of the insulated 28 conductor or cable. The component materials of the resin insulation shall be 29 packaged ready for convenient mixing without removing from the package. 30 31 9-29.12(4) Re -Enterable Splice Enclosure 32 Re -enterable splice enclosures shall use either dielectric grease or a flexible resin 33 contained in a two-piece plastic mold The mold shall either snap together or use stainless 34 steel hose clamps 35 36 9-29.12(5) Vinyl Electrical Tape for Splices 37 Vinyl electrical tape in splicing applications shall meet the requirements of MIL-I-24391C. 38 39 9-29.12(1) Illumination Circuit Splices 40 This section is revised to read: 41 42 Underground illumination circuit splices shall be solderless crimped connections capable 43 of securely joining the wires, both mechanically and electrically, as defined in Section 8- 44 20.3(8). Aerial illumination splices shall be solderless crimp connectors or split bolt vice- 45 type connectors. 46 47 9-29.12(1)A Heat Shrink Splice Enclosure 48 This section is deleted in its entirety. 49 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 6, 2018 63 1 9-29.12(1)B Molded Splice Enclosure 2 This section is deleted in its entirety 3 4 9-29.12(2) Traffic Signal Splice Material 5 This section is revised to read 6 7 Induction loop splices and magnetometer splices shall use an uninsulated barrel -type 8 crimped connector capable of being soldered. 9 10 9-29.16(2)E Painting Signal Heads 11 In the first sentence, "Federal Standard 595" is revised to read "SAE AMS Standard 595". 12 13 9-29.17 Signal Head Mounting Brackets and Fittings 14 In the first paragraph, item number 2 under Stainless Steel is revised to read 15 16 2 Bands or cables for Type N mount. 17 18 9-29.20 Pedestrian Signals 19 In item 2C of the second paragraph, "Federal Standard 595" is revised to read "SAE AMS 20 Standard 595" 21 22 9-29.24 Service Cabinets 23 The third sentence of item number 6 is revised to read: 24 25 The dead front cover shall have cutouts for the entire breaker array, with blank covers 26 where no circuit breakers are installed 27 28 Item number 8 is revised to read. 29 30 8 Lighting contactors shall meet the requirements of Section 9-29.24(2). 31 32 The last sentence of item number 10 is revised to read: 33 34 Dead front panels shall prevent access to any exposed, live components, and shall cover 35 all equipment except for circuit breakers (including blank covers), the photocell 36 test/bypass switch, and the GFCI receptacle 37 38 9-29.24(2) Electrical Circuit Breakers and Contactors 39 This section is revised to read: 40 41 All circuit breakers shall be bolt -on type, with the RMS-symmetrical interrupting capacity 42 described in this Section Circuit breakers for 120/240/277 volt circuits shall be rated at 43 240 or 277 volts, as applicable, with an interrupting capacity of not less than 10,000 44 amperes. Circuit breakers for 480 volt circuits shall be rated at 480 volts, and shall have 45 an interrupting capacity of not less than 14,000 amperes. 46 47 Lighting contactors shall be rated for tungsten or ballasted (such as sodium vapor, 48 mercury vapor, metal halide, and fluorescent) lamp loads Contactors for 120/240/277 volt 49 circuits shall be rated at 240 volts maximum line to line voltage, or 277 volts maximum 50 line to neutral voltage, as applicable Contactors for 480 volt circuits shall be rated at 480 51 volt maximum line to line voltage. 52 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 6, 2018 64 1 Section 9-33, Construction Geosynthetic 2 August 6, 2018 3 9-33.4(1) Geosynthetic Material Approval 4 The second sentence of the first paragraph is revised to read: 5 6 If the geosynthetics material is not listed in the current WSDOT QPL, a Manufacturer's 7 Certificate of Compliance including Certified Test Reports of each proposed geosynthetic 8 shall be submitted to the State Materials Laboratory in Tumwater for evaluation. 9 10 The last paragraph is revised to read: 11 12 Geosynthetics used as reinforcement in permanent geosynthetic retaining walls, 13 reinforced slopes, reinforced embankments, and other geosynthetic reinforcement 14 applications require proof of compliance with the National Transportation Product 15 Evaluation Program (NTPEP) in accordance with AASHTO Standard Practice R 69, 16 Standard Practice for Determination of Long -Term Strength for Geosynthetic 17 Reinforcement. 18 19 Section 9-34, Pavement Marking Material 20 January 2, 2018 21 9-34.2(2) Color 22 Each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595". 23 24 9-34.2(5) Low VOC Waterborne Paint 25 The heading "Standard Waterborne Paint" is supplemented with "Type 1 and 2". 26 27 The heading "High -Build Waterborne Paint" is supplemented with "Type 4". 28 29 The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". 30 31 In the row beginning with "° @90°F", each minimum value is revised to read "60". 32 33 In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is revised 34 to read "3". 35 36 The last four rows are replaced with the following. 37 Vehicle Composition ASTM D 2621 100% acrylic emulsion 100% cross- linking acrylic' 100% acrylic emulsion Freeze -Thaw Stability, KU ASTM D 2243 and D 562 @ 5 cycles show no coagulation or change in viscosity greater than ± 10 KU @ 5 cycles show no coagulation or change in viscosity greater than ± 10 KU @ 3 cycles show no coagulation or change in viscosity greater than ± 10 KU Heat Stability ASTM D 5622 ± 10 KU from the initial viscosity ± 10 KU from the initial viscosity ± 10 KU from the initial Viscosity No Cracks Low Temperature Film Formation ASTM D 28053 No Cracks* Cold Flexibility5 ASTM D522 Pass at 0 5 in mandrel* N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ #• 3715 - COY PROJ #: 2340 November 6, 2018 65 Test Deck Durability6 ASTM D913 >_70% paint retention in wheel track* Mud Cracking (See note 7) No Cracks No Cracks 1 2 After the preceding Amendments are applied, the following new column is inserted after the 3 "Standard Waterborne Paint Type 1 and 2" column 4 Semi -Durable Waterborne Paint Type 3 White Yellow Min. Max. Min. Max. Within ± 0 3 of qualification sample 80 95 80 95 60 60 77 77 65 65 43 43 1.25 1.25 3 3 0 98 0 96 88 50 100° 100° 95 95 10 10 100% acrylic emulsion @ 5 cycles show no coagulation or change in viscosity greater than ± 10 KU ± 10 KU from the initial viscosity No Cracks Pass at 0 25 in mandrel >_70% paint retention in wheel track No Cracks 5 6 The footnotes are supplemented with the following. 7 8 4Cross-linking acrylic shall meet the requirements of federal specification TT-P-1952F 9 Section 3 1 1 10 11 5CoId Flexibility: The paint shall be applied to an aluminum panel at a wet film thickness 12 of 15 mils and allowed to dry under ambient conditions (50±10% RH and 72±5 °F) for 24 13 hours A cylindrical mandrel apparatus (in accordance with ASTM D522 method B) shall 14 be put in a 40°F refrigerator when the paint is drawn down After 24 hours, the aluminum 15 panel with dry paint shall be put in the 40°F refrigerator with the mandrel apparatus for 2 16 hours. After 2 hours, the panel and test apparatus shall be removed and immediately 17 tested to according to ASTM D522 to evaluate cold flexibility. Paint must show no 18 evidence of cracking, chipping or flaking when bent 180 degrees over a mandrel bar of 19 specified diameter 20 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 6, 2018 66 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6NTPEP test deck, or a test deck conforming to ASTM D713, shall be conducted for a 2 minimum of six months with the following additional requirements: it shall be applied at 3 15 wet mils to a test deck that is located at 40N latitude or higher with at least 10,000 ADT 4 and which was applied during the months of September through November. 5 6 'Paint is applied to an approximately 4"x12" aluminum panel using a drawdown bar with 7 a 50 mil gap. The coated panel is allowed to dry under ambient conditions (50±10% RH 8 and 72±5 °F) for 24 hours. Visual evaluation of the dry film shall reveal no cracks. 9 10 9-34.3 Plastic 11 In the first sentence of the last paragraph, "Federal Standard 595" is revised to read "SAE 12 AMS Standard 595" 13 14 9-34.3(2) Type B — Pre -Formed Fused Thermoplastic 15 In the last two paragraphs, each reference to "Federal Standard 595" is revised to read "SAE 16 AMS Standard 595". 17 18 9-34.7(1) Requirements 19 The first paragraph is revised to read: 20 21 Field performance evaluation is required for low VOC solvent -based paint per Section 9- 22 34 2(4), Type A — liquid hot applied thermoplastic per Section 9-34.3(1), Type B — 23 preformed fused thermoplastic per Section 9-34.3(2), Type C — cold applied preformed 24 tape per Section 9-34.3(3), and Type D — liquid applied methyl methacrylate per Section 25 9-34.3(4). 26 27 The last paragraph is deleted. 28 29 9-34.7(1)C Auto No -Track Time 30 The first paragraph is revised to read. 31 32 Auto No -Track Time will only be required for low VOC solvent -based paint in accordance 33 with Section 9-34.2(4). 34 35 The second and third sentences of the second paragraph are deleted. 36 N. 1ST STREET REVITALIZATION PROJECT AMENDMENTS TO THE STANDARD SPECIFICATIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 6, 2018 67 1 1 1 1 1 1 1 1 1 1 North 1st Street Revitalization `N' Street to SR 12 Federal Aid No. STPUS-4579(011) City Project No. 2340 Special Provisions 1 2 INTRODUCTION TO THE SPECIAL PROVISIONS 3 4 (August 14, 2013 APWA GSP) 5 6 The work on this project shall be accomplished in accordance with the Standard Specifications 7 for Road, Bridge and Municipal Construction, 2018 edition, as issued by the Washington State 8 Department of Transportation (WSDOT) and the American Public Works Association (APWA), 9 Washington State Chapter (hereafter "Standard Specifications"). The Standard 10 Specifications, as modified or supplemented by the Amendments to the Standard 11 Specifications and these Special Provisions, all of which are made a part of the Contract 12 Documents, shall govern all of the Work. 13 14 These Special Provisions are made up of both General Special Provisions (GSPs) from 15 various sources, which may have project -specific fill-ins, and project -specific Special 16 Provisions Each Provision either supplements, modifies, or replaces the comparable 17 Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition 18 to any subsection or portion of the Standard Specifications is meant to pertain only to that 19 particular portion of the section, and in no way should it be interpreted that the balance of the 20 section does not apply. 21 22 The project -specific Special Provisions are not labeled as such. The GSPs are labeled under 23 the headers of each GSP, with the effective date of the GSP and its source. For example: 24 25 (March 8, 2013 APWA GSP) 26 (April 1, 2013 WSDOT GSP) 27 (2017 COY GSP) 28 29 Also incorporated into the Contract Documents by reference are: 30 • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 31 edition, with Washington State modifications, if any 32 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current 33 edition 34 35 Contractor shall obtain copies of these publications, at Contractor's own expense. 36 37 38 Division 1 39 General Requirements 40 41 DESCRIPTION OF WORK 42 43 (March 13, 1995) 44 This Contract provides for the improvement of ***North 1st Street from 200 feet south of 45 `N' Street to SR-12 including the intersections along the corridor. This project reconstructs the 46 existing roadway and work includes roadway excavation, HMA, curb and gutter, sidewalk, 47 stormwater collection/treatment/conveyance, grading, water, sanitary sewer, signing, striping, 48 illumination, irrigation and landscape improvements*** and other work, all in accordance with 49 the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 71 1 Definition and Terms 2 3 1-01.3 Definitions 4 (January 4, 2016 APWA GSP) 5 6 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 7 them with the following 8 9 Dates 10 Bid Opening Date 11 The date on which the Contracting Agency publicly opens and reads the Bids 12 Award Date 13 The date of the formal decision of the Contracting Agency to accept the lowest 14 responsible and responsive Bidder for the Work. 15 Contract Execution Date 16 The date the Contracting Agency officially binds the Agency to the Contract. 17 Notice to Proceed Date 18 The date stated in the Notice to Proceed on which the Contract time begins 19 Substantial Completion Date 20 The day the Engineer determines the Contracting Agency has full and unrestricted 21 use and benefit of the facilities, both from the operational and safety standpoint, any 22 remaining traffic disruptions will be rare and brief, and only minor incidental work, 23 replacement of temporary substitute facilities, plant establishment periods, or 24 correction or repair remains for the Physical Completion of the total Contract. 25 Physical Completion Date 26 The day all of the Work is physically completed on the project. All documentation 27 required by the Contract and required by law does not necessarily need to be 28 furnished by the Contractor by this date. 29 Completion Date 30 The day all the Work specified in the Contract is completed and all the obligations of 31 the Contractor under the contract are fulfilled by the Contractor All documentation 32 required by the Contract and required by law must be furnished by the Contractor 33 before establishment of this date. 34 Final Acceptance Date 35 The date on which the Contracting Agency accepts the Work as complete. 36 37 Supplement this Section with the following: 38 39 All references in the Standard Specifications, Amendments, or WSDOT General Special 40 Provisions, to the terms "Department of Transportation", "Washington State 41 Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", 42 "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". 43 44 All references to the terms "State" or "state" shall be revised to read "Contracting 45 Agency" unless the reference is to an administrative agency of the State of Washington, 46 a State statute or regulation, or the context reasonably indicates otherwise 47 48 All references to "State Materials Laboratory" shall be revised to read "Contracting 49 Agency designated location". 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 21, 2018 72 1 1 1 1 1 1 1 1 1 1 1 1 1 1 All references to "final contract voucher certification" shall be interpreted to mean the 2 Contracting Agency form(s) by which final payment is authorized, and final completion 3 and acceptance granted. 4 5 Additive 6 A supplemental unit of work or group of bid items, identified separately in the Bid 7 Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition 8 to the base bid. 9 10 Alternate 11 One of two or more units of work or groups of bid items, identified separately in the Bid 12 Proposal, from which the Contracting Agency may make a choice between different 13 methods or material of construction for performing the same work. 14 15 Business Day 16 A business day is any day from Monday through Friday except holidays as listed in 17 Section 1-08.5. 18 19 Contract Bond 20 The definition in the Standard Specifications for "Contract Bond" applies to whatever 21 bond form(s) are required by the Contract Documents, which may be a combination of a 22 Payment Bond and a Performance Bond. 23 24 Contract Documents 25 See definition for "Contract". 26 27 Contract Time 28 The period of time established by the terms and conditions of the Contract within which 29 the Work must be physically completed. 30 31 Notice of Award 32 The written notice from the Contracting Agency to the successful Bidder signifying the 33 Contracting Agency's acceptance of the Bid Proposal. 34 35 Notice to Proceed 36 The written notice from the Contracting Agency or Engineer to the Contractor authorizing 37 and directing the Contractor to proceed with the Work and establishing the date on which 38 the Contract time begins. 39 40 Traffic 41 Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 42 equestrian traffic. 43 44 Bid Procedures and Conditions 45 46 1-02.1 Prequalification of Bidders 47 48 Delete this Section and replace it with the following: 49 50 1-02.1 Qualifications of Bidder 51 (January 24, 2011 APWA GSP) 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 73 1 Before award of a public works contract, a bidder must meet at least the minimum 2 qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to 3 be awarded a public works project. 4 5 1-02.2 Plans and Specifications 6 (June 27, 2011 APWA GSP) 7 8 Delete this section and replace it with the following 9 10 Information as to where Bid Documents can be obtained or reviewed can be found in the 11 Call for Bids (Advertisement for Bids) for the work. 12 13 After award of the contract, plans and specifications will be issued to the Contractor at no 14 cost as detailed below: 15 To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 5 Furnished automatically upon award. Contract Provisions 5 Furnished automatically upon award Large plans (e.g., 22" x 34") 1 Furnished only upon request. 16 17 Additional plans and Contract Provisions may be obtained by the Contractor from the 18 source stated in the Call for Bids, at the Contractor's own expense 19 20 21 Examination of Plans, Specifications and Site of Work 22 23 Subsurface Information 24 25 Section 1-02.4(2) is supplemented with the following: 26 27 (January 2, 2012) 28 The soils information used for study and design of this project is available for review 29 by the bidder at the following location: 30 31 *** City of Yakima 32 Engineering 33 129 N 2nd Street 34 Yakima, WA 98901 *** 35 36 The soils information includes the following 37 38 *** Limited Pavement Study: North 1st Street Revitalization — East N Street to 39 US 12 by Hart Crowser, Inc (August 13, 2014) *** 40 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 74 1 1-02.4(2) Subsurface Information 2 (March 8, 2013 APWA GSP) 3 The second sentence in the first paragraph is revised to read: 4 5 The Summary of Geotechnical Conditions and the boring logs, if and when included 6 as an appendix to the Special Provisions, shall be considered as part of the Contract. 7 8 1-02.5 Proposal Forms 9 (July 31, 2017 APWA GSP) 10 11 Delete this section and replace it with the following: 12 13 The Proposal Form will identify the project and its location and describe the work. It will 14 also list estimated quantities, units of measurement, the items of work, and the materials 15 to be furnished at the unit bid prices The bidder shall complete spaces on the proposal 16 form that call for, but are not limited to, unit prices; extensions; summations; the total bid 17 amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment 18 of addenda; the bidder's name, address, telephone number, and signature; the bidder's 19 UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor's 20 Registration Number; and a Business License Number, if applicable. Bids shall be 21 completed by typing or shall be printed in ink by hand, preferably in black ink. The 22 required certifications are included as part of the Proposal Form 23 24 The Contracting Agency reserves the right to arrange the proposal forms with alternates 25 and additives, if such be to the advantage of the Contracting Agency. The bidder shall 26 bid on all alternates and additives set forth in the Proposal Form unless otherwise 27 specified. 28 29 1-02.6 Preparation of Proposal 30 (July 11, 2018 APWA GSP) 31 32 Supplement the second paragraph with the following: 33 4. If a minimum bid amount has been established for any item, the unit or lump sum 34 price must equal or exceed the minimum amount stated. 35 5 Any correction to a bid made by interlineation, alteration, or erasure, shall be 36 initialed by the signer of the bid. 37 38 Delete the last two paragraphs, and replace them with the following: 39 40 If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any 41 Subcontractor to perform those items of work. 42 43 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 44 Compliance form, provided by the Contracting Agency Failure to return this certification 45 as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for 46 Award. A Contractor Certification of Wage Law Compliance form is included in the 47 Proposal Forms. 48 49 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 75 1 A bid by a corporation shall be executed in the corporate name, by the president or a 2 vice president (or other corporate officer accompanied by evidence of authority to sign). 3 4 A bid by a partnership shall be executed in the partnership name, and signed by a 5 partner A copy of the partnership agreement shall be submitted with the Bid Form if any 6 UDBE requirements are to be satisfied through such an agreement. 7 8 A bid by a joint venture shall be executed in the joint venture name and signed by a 9 member of the joint venture A copy of the joint venture agreement shall be submitted 10 with the Bid Form if any UDBE requirements are to be satisfied through such an 11 agreement. 12 13 Section 1-02.6 is supplemented with the following 14 15 1-02.7 Bid Deposit 16 (March 8, 2013 APWA GSP) 17 18 Supplement this section with the following. 19 20 Bid bonds shall contain the following 21 1 Contracting Agency -assigned number for the project; 22 2 Name of the project; 23 3. The Contracting Agency named as obligee; 24 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 25 represents five percent of the maximum bid amount that could be awarded; 26 5 Signature of the bidder's officer empowered to sign official statements The signature 27 of the person authorized to submit the bid should agree with the signature on the 28 bond, and the title of the person must accompany the said signature; 29 6. The signature of the surety's officer empowered to sign the bond and the power of 30 attorney 31 32 If so stated in the Contract Provisions, bidder must use the bond form included in the 33 Contract Provisions. 34 35 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 36 37 1-02.9 Delivery of Proposal 38 (May 17, 2018 APWA GSP, Option A) 39 40 Delete this section and replace it with the following 41 42 Each Proposal shall be submitted in a sealed envelope, with the Project Name and 43 Project Number as stated in the Call for Bids clearly marked on the outside of the 44 envelope, or as otherwise required in the Bid Documents, to ensure proper handling and 45 delivery. 46 47 To be considered responsive on a FHWA-funded project, the Bidder may be required to 48 submit the following items, as required by Section 1-02 6: 49 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 76 1 • UDBE Written Confirmation Document from each UDBE firm listed on the 2 Bidder's completed UDBE Utilization Certification (WSDOT 272-056U) 3 • Good Faith Effort (GFE) Documentation 4 5 These documents, if applicable, shall be received either with the Bid Proposal or as a 6 supplement to the Bid. These documents shall be received no later than 24 hours (not 7 including Saturdays, Sundays and Holidays) after the time for delivery of the Bid 8 Proposal 9 10 If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed 11 envelope labeled the same as for the Proposal, with "Supplemental Information" added. 12 All other information required to be submitted with the Bid Proposal must be submitted 13 with the Bid Proposal itself, at the time stated in the Call for Bids. 14 15 The Contracting Agency will not open or consider any Bid Proposal that is received after 16 the time specified in the Call for Bids for receipt of Bid Proposals, or received in a 17 location other than that specified in the Call for Bids. The Contracting Agency will not 18 open or consider any "Supplemental Information" (UDBE confirmations, or GFE 19 documentation) that is received after the time specified above, or received in a location 20 other than that specified in the Call for Bids. 21 22 1-02.10 Withdrawing, Revising, or Supplementing Proposal 23 (July 23, 2015 APWA GSP) 24 25 Delete this section, and replace it with the following: 26 27 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may 28 withdraw, revise, or supplement it if: 29 30 1. The Bidder submits a written request signed by an authorized person and 31 physically delivers it to the place designated for receipt of Bid Proposals, and 32 2. The Contracting Agency receives the request before the time set for receipt of 33 Bid Proposals, and 34 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting 35 Agency before the time set for receipt of Bid Proposals. 36 37 If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received 38 before the time set for receipt of Bid Proposals, the Contracting Agency will return the 39 unopened Proposal package to the Bidder The Bidder must then submit the revised or 40 supplemented package in its entirety. If the Bidder does not submit a revised or 41 supplemented package, then its bid shall be considered withdrawn. 42 43 Late revised or supplemented Bid Proposals or late withdrawal requests will be date 44 recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed 45 requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 77 1 2 3 1-02.13 Irregular Proposals 4 (June 20, 2017 APWA GSP) 5 6 Delete this section and replace it with the following: 7 8 1 A Proposal will be considered irregular and will be rejected if: 9 a. The Bidder is not prequalified when so required; 10 b The authorized Proposal form furnished by the Contracting Agency is not 11 used or is altered, 12 c The completed Proposal form contains any unauthorized additions, deletions, 13 alternate Bids, or conditions, 14 d. The Bidder adds provisions reserving the right to reject or accept the award, 15 or enter into the Contract, 16 e. A price per unit cannot be determined from the Bid Proposal; 17 f. The Proposal form is not properly executed, 18 g. The Bidder fails to submit or properly complete a Subcontractor list, if 19 applicable, as required in Section 1-02.6; 20 h. The Bidder fails to submit or properly complete an Underutilized 21 Disadvantaged Business Enterprise Certification, if applicable, as required in 22 Section 1-02 6; 23 i The Bidder fails to submit written confirmation from each UDBE firm listed on 24 the Bidder's completed UDBE Utilization Certification that they are in 25 agreement with the bidder's UDBE participation commitment, if applicable, as 26 required in Section 1-02 6, or if the written confirmation that is submitted fails 27 to meet the requirements of the Special Provisions, 28 j The Bidder fails to submit UDBE Good Faith Effort documentation, if 29 applicable, as required in Section 1-02 6, or if the documentation that is 30 submitted fails to demonstrate that a Good Faith Effort to meet the Condition 31 of Award was made; 32 k. The Bid Proposal does not constitute a definite and unqualified offer to meet 33 the material terms of the Bid invitation; or 34 I. More than one Proposal is submitted for the same project from a Bidder 35 under the same or different names 36 37 2 A Proposal may be considered irregular and may be rejected if 38 a The Proposal does not include a unit price for every Bid item; 39 b Any of the unit prices are excessively unbalanced (either above or below the 40 amount of a reasonable Bid) to the potential detriment of the Contracting 41 Agency; 42 c. Receipt of Addenda is not acknowledged; 43 d A member of a joint venture or partnership and the joint venture or 44 partnership submit Proposals for the same project (in such an instance, both 45 Bids may be rejected); or 46 e. If Proposal form entries are not made in ink 47 48 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 78 1 Award and Execution of Contract 2 3 4 1-03.1 Consideration of Bids 5 (January 23, 2006 APWA GSP) 6 7 Revise the first paragraph to read 8 9 After opening and reading proposals, the Contracting Agency will check them for 10 correctness of extensions of the prices per unit and the total price If a discrepancy exists 11 between the price per unit and the extended amount of any bid item, the price per unit will 12 control. If a minimum bid amount has been established for any item and the bidder's unit 13 or lump sum price is less than the minimum specified amount, the Contracting Agency will 14 unilaterally revise the unit or lump sum price, to the minimum specified amount and 15 recalculate the extension. The total of extensions, corrected where necessary, including 16 sales taxes where applicable and such additives and/or alternates as selected by the 17 Contracting Agency, will be used by the Contracting Agency for award purposes and to fix 18 the Awarded Contract Price amount and the amount of the contract bond 19 20 21 1-03.3 Execution of Contract 22 (October 1, 2005 APWA GSP) 23 24 Revise this section to read. 25 26 Copies of the Contract Provisions, including the unsigned Form of Contract, will be 27 available for signature by the successful bidder on the first business day following award. 28 The number of copies to be executed by the Contractor will be determined by the 29 Contracting Agency. 30 31 Within 10 calendar days after the award date, the successful bidder shall return the 32 signed Contracting Agency -prepared contract, an insurance certification as required by 33 Section 1-07.18, and a satisfactory bond as required by law and Section 1-03 4. Before 34 execution of the contract by the Contracting Agency, the successful bidder shall provide 35 any pre -award information the Contracting Agency may require under Section 1-02 15. 36 37 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 38 Agency nor shall any work begin within the project limits or within Contracting Agency- 39 furnished sites. The Contractor shall bear all risks for any work begun outside such areas 40 and for any materials ordered before the contract is executed by the Contracting Agency. 41 42 If the bidder experiences circumstances beyond their control that prevents return of the 43 contract documents within the calendar days after the award date stated above, the 44 Contracting Agency may grant up to a maximum of 20 additional calendar days for return 45 of the documents, provided the Contracting Agency deems the circumstances warrant it. 46 47 48 1-03.4 Contract Bond 49 (July 23, 2015 APWA GSP) 50 51 Delete the first paragraph and replace it with the following: 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 79 1 The successful bidder shall provide executed payment and performance bond(s) for the 2 full contract amount. The bond may be a combined payment and performance bond; or 3 be separate payment and performance bonds In the case of separate payment and 4 performance bonds, each shall be for the full contract amount. The bond(s) shall: 5 1. Be on Contracting Agency -furnished form(s); 6 2 Be signed by an approved surety (or sureties) that: 7 a Is registered with the Washington State Insurance Commissioner, and 8 b Appears on the current Authorized Insurance List in the State of Washington 9 published by the Office of the Insurance Commissioner, 10 3. Guarantee that the Contractor will perform and comply with all obligations, duties, 11 and conditions under the Contract, including but not limited to the duty and obligation 12 to indemnify, defend, and protect the Contracting Agency against all losses and 13 claims related directly or indirectly from any failure: 14 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 15 subcontractors of the Contractor) to faithfully perform and comply with all contract 16 obligations, conditions, and duties, or 17 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 18 Contractor) to pay all laborers, mechanics, subcontractors, lower tier 19 subcontractors, material person, or any other person who provides supplies or 20 provisions for carrying out the work; 21 4 Be conditioned upon the payment of taxes, increases, and penalties incurred on the 22 project under titles 50, 51, and 82 RCW, and 23 5 Be accompanied by a power of attorney for the Surety's officer empowered to sign 24 the bond, and 25 6. Be signed by an officer of the Contractor empowered to sign official statements (sole 26 proprietor or partner) If the Contractor is a corporation, the bond(s) must be signed 27 by the president or vice president, unless accompanied by written proof of the 28 authority of the individual signing the bond(s) to bind the corporation (i.e., corporate 29 resolution, power of attorney, or a letter to such effect signed by the president or vice 30 president). 31 32 1-04 Scope of Work 33 34 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 35 Specifications, and Addenda 36 (March 13, 2012 APWA GSP) 37 38 Revise the second paragraph to read. 39 40 Any inconsistency in the parts of the contract shall be resolved by following this order of 41 precedence (e g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 42 1. Addenda, 43 2 Proposal Form, 44 3. Special Provisions, 45 4 Contract Plans, 46 5. Amendments to the Standard Specifications, 47 6. Standard Specifications, 48 7. Contracting Agency's Standard Plans or Details (if any), and 49 8 WSDOT Standard Plans for Road, Bridge, and Municipal Construction N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 80 1 2 1-05 Control of Work 3 4 1-05.4 Conformity With And Deviations From Plans And Stakes 5 6 Section 1-05.4 is supplemented with the following: 7 8 (August 7, 2017) 9 Contractor Surveying - Roadway 10 Copies of the Contracting Agency provided primary survey control data are available for 11 the bidder's inspection at the office of the Project Engineer 12 13 The Contractor shall be responsible for setting, maintaining, and resetting all alignment 14 stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, 15 surfacing, paving, channelization and pavement marking, illumination and signals, 16 guardrails and barriers, and signing. Except for the survey control data to be furnished 17 by the Contracting Agency, calculations, surveying, and measuring required for setting 18 and maintaining the necessary lines and grades shall be the Contractor's responsibility. 19 20 The Contractor shall inform the Engineer when monuments are discovered that were not 21 identified in the Plans and construction activity may disturb or damage the monuments. 22 All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the 23 length of the project or be replaced at the Contractors expense. 24 25 Detailed survey records shall be maintained, including a description of the work 26 performed on each shift, the methods utilized, and the control points used. The record 27 shall be adequate to allow the survey to be reproduced A copy of each day's record shall 28 be provided to the Engineer within three working days after the end of the shift. 29 30 The meaning of words and terms used in this provision shall be as listed in "Definitions of 31 Surveying and Associated Terms" current edition, published by the American Congress 32 on Surveying and Mapping and the American Society of Civil Engineers. 33 34 The survey work shall include but not be limited to the following. 35 36 1. Verify the primary horizontal and vertical control furnished by the Contracting 37 Agency, and expand into secondary control by adding stakes and hubs as well 38 as additional survey control needed for the project. Provide descriptions of 39 secondary control to the Contracting Agency The description shall include 40 coordinates and elevations of all secondary control points. 41 42 2 Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on 43 centerline or on offsets to centerline at all curve points (PCs, PTs, and Pls) and 44 at points on the alignments spaced no further than 50 feet. 45 46 3 Establish clearing limits, placing stakes at all angle points and at intermediate 47 points not more than 50 feet apart. The clearing and grubbing limits shall be 5 48 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise 49 shown in the Plans. 50 51 4. Establish grading limits, placing slope stakes at centerline increments not more 52 than 50 feet apart. Establish offset reference to all slope stakes If Global N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 81 1 Positioning Satellite (GPS) Machine Controls are used to provide grade control, 2 then slope stakes may be omitted at the discretion of the Contractor 3 4 5. Establish the horizontal and vertical location of all drainage features, placing 5 offset stakes to all drainage structures and to pipes at a horizontal interval not 6 greater than 25 feet. 7 8 6 Establish roadbed and surfacing elevations by placing stakes at the top of 9 subgrade and at the top of each course of surfacing Subgrade and surfacing 10 stakes shall be set at horizontal intervals not greater than 50 feet in tangent 11 sections, 25 feet in curve sections with a radius less than 300 feet, and at 10- 12 foot intervals in intersection radii with a radius less than 10 feet. Transversely, 13 stakes shall be placed at all locations where the roadway slope changes and at 14 additional points such that the transverse spacing of stakes is not more than 12 15 feet. If GPS Machine Controls are used to provide grade control, then roadbed 16 and surfacing stakes may be omitted at the discretion of the Contractor. 17 18 7. Establish intermediate elevation benchmarks as needed to check work 19 throughout the project. 20 21 8 Provide references for paving pins at 25-foot intervals or provide simultaneous 22 surveying to establish location and elevation of paving pins as they are being 23 placed. 24 25 9. For all other types of construction included in this provision, (including but not 26 limited to channelization and pavement marking, illumination and signals, 27 guardrails and barriers, and signing) provide staking and layout as necessary to 28 adequately locate, construct, and check the specific construction activity 29 30 10 Contractor shall determine if changes are needed to the profiles or roadway 31 sections shown in the Contract Plans in order to achieve proper smoothness 32 and drainage where matching into existing features, such as a smooth transition 33 from new pavement to existing pavement. The Contractor shall submit these 34 changes to the Project Engineer for review and approval 10 days prior to the 35 beginning of work. 36 37 The Contractor shall provide the Contracting Agency copies of any calculations and 38 staking data when requested by the Engineer 39 40 To facilitate the establishment of these lines and elevations, the Contracting Agency will 41 provide the Contractor with primary survey control information consisting of descriptions 42 of two primary control points used for the horizontal and vertical control, and descriptions 43 of two additional primary control points for every additional three miles of project length 44 Primary control points will be described by reference to the project alignment and the 45 coordinate system and elevation datum utilized by the project. In addition, the Contracting 46 Agency will supply horizontal coordinates for the beginning and ending points and for 47 each Point of Intersection (PI) on each alignment included in the project. 48 49 The Contractor shall ensure a surveying accuracy within the following tolerances: 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 82 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 Vertical Horizontal 2 Slope stakes ±0.10 feet ±0.10 feet 3 Subgrade grade stakes set 4 0.04 feet below grade ±0.01 feet ±0 5 feet 5 (parallel to alignment) 6 ±0.1 feet 7 (normal to alignment) 8 9 Stationing on roadway N/A ±0 1 feet 10 Alignment on roadway N/A ±0.04 feet 11 Surfacing grade stakes ±0.01 feet ±0.5 feet 12 (parallel to alignment) 13 ±0.1 feet 14 (normal to alignment) 15 16 Roadway paving pins for 17 surfacing or paving ±0.01 feet ±0.2 feet 18 (parallel to alignment) 19 ±0.1 feet 20 (normal to alignment) 21 22 The Contracting Agency may spot-check the Contractor's surveying These spot-checks 23 will not change the requirements for normal checking by the Contractor. 24 25 When staking roadway alignment and stationing, the Contractor shall perform 26 independent checks from different secondary control to ensure that the points staked are 27 within the specified survey accuracy tolerances 28 29 The Contractor shall calculate coordinates for the alignment. The Contracting Agency will 30 verify these coordinates prior to issuing approval to the Contractor for commencing with 31 the work. The Contracting Agency will require up to seven calendar days from the date 32 the data is received. 33 34 Contract work to be performed using contractor -provided stakes shall not begin until the 35 stakes are approved by the Contracting Agency. Such approval shall not relieve the 36 Contractor of responsibility for the accuracy of the stakes. 37 38 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are 39 needed that are not described in the Plans, then those stakes shall be marked, at no 40 additional cost to the Contracting Agency as ordered by the Engineer 41 42 Payment 43 Payment will be made in accordance with Section 1-04 1 for the following bid item when 44 included in the proposal: 45 46 "Roadway Surveying", lump sum. 47 48 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, 49 equipment, materials, and supervision utilized to perform the Work specified, including 50 any resurveying, checking, correction of errors, replacement of missing or damaged 51 stakes, and coordination efforts. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 21, 2018 83 1 2 1-05.7 Removal of Defective and Unauthorized Work 3 (October 1, 2005 APWA GSP) 4 5 Supplement this section with the following 6 7 If the Contractor fails to remedy defective or unauthorized work within the time specified 8 in a written notice from the Engineer, or fails to perform any part of the work required by 9 the Contract Documents, the Engineer may correct and remedy such work as may be 10 identified in the written notice, with Contracting Agency forces or by such other means as 11 the Contracting Agency may deem necessary. 12 13 If the Contractor fails to comply with a written order to remedy what the Engineer 14 determines to be an emergency situation, the Engineer may have the defective and 15 unauthorized work corrected immediately, have the rejected work removed and replaced, 16 or have work the Contractor refuses to perform completed by using Contracting Agency 17 or other forces An emergency situation is any situation when, in the opinion of the 18 Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk 19 of loss or damage to the public 20 21 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 22 remedying defective or unauthorized work, or work the Contractor failed or refused to 23 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from 24 monies due, or to become due, the Contractor. Such direct and indirect costs shall 25 include in particular, but without limitation, compensation for additional professional 26 services required, and costs for repair and replacement of work of others destroyed or 27 damaged by correction, removal, or replacement of the Contractor's unauthorized work. 28 29 No adjustment in contract time or compensation will be allowed because of the delay in 30 the performance of the work attributable to the exercise of the Contracting Agency's 31 rights provided by this Section. 32 33 The rights exercised under the provisions of this section shall not diminish the 34 Contracting Agency's right to pursue any other avenue for additional remedy or damages 35 with respect to the Contractor's failure to perform the work as required. 36 37 38 1-05.11 Final Inspection 39 40 Delete this section and replace it with the following 41 42 1-05.11 Final Inspections and Operational Testing 43 (October 1, 2005 APWA GSP) 44 45 1-05.11(1) Substantial Completion Date 46 47 When the Contractor considers the work to be substantially complete, the Contractor 48 shall so notify the Engineer and request the Engineer establish the Substantial 49 Completion Date. The Contractor's request shall list the specific items of work that 50 remain to be completed in order to reach physical completion The Engineer will 51 schedule an inspection of the work with the Contractor to determine the status of N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #: 2340 November 21, 2018 84 1 completion. The Engineer may also establish the Substantial Completion Date 2 unilaterally. 3 4 If, after this inspection, the Engineer concurs with the Contractor that the work is 5 substantially complete and ready for its intended use, the Engineer, by written notice to 6 the Contractor, will set the Substantial Completion Date. If, after this inspection the 7 Engineer does not consider the work substantially complete and ready for its intended 8 use, the Engineer will, by written notice, so notify the Contractor giving the reasons 9 therefor. 10 11 Upon receipt of written notice concurring in or denying substantial completion, whichever 12 is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 13 interruption, the work necessary to reach Substantial and Physical Completion. The 14 Contractor shall provide the Engineer with a revised schedule indicating when the 15 Contractor expects to reach substantial and physical completion of the work. 16 17 The above process shall be repeated until the Engineer establishes the Substantial 18 Completion Date and the Contractor considers the work physically complete and ready for 19 final inspection. 20 21 1-05.11(2) Final Inspection and Physical Completion Date 22 23 When the Contractor considers the work physically complete and ready for final 24 inspection, the Contractor by written notice, shall request the Engineer to schedule a 25 final inspection The Engineer will set a date for final inspection. The Engineer and the 26 Contractor will then make a final inspection and the Engineer will notify the Contractor in 27 writing of all particulars in which the final inspection reveals the work incomplete or 28 unacceptable The Contractor shall immediately take such corrective measures as are 29 necessary to remedy the listed deficiencies Corrective work shall be pursued vigorously, 30 diligently, and without interruption until physical completion of the listed deficiencies. This 31 process will continue until the Engineer is satisfied the listed deficiencies have been 32 corrected. 33 34 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 35 written notice listing the deficiencies, the Engineer may, upon written notice to the 36 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 37 Section 1-05.7. 38 The Contractor will not be allowed an extension of contract time because of a delay in 39 the performance of the work attributable to the exercise of the Engineer's right 40 hereunder. 41 42 Upon correction of all deficiencies, the Engineer will notify the Contractor and the 43 Contracting Agency, in writing, of the date upon which the work was considered physically 44 complete. That date shall constitute the Physical Completion Date of the contract, but shall 45 not imply acceptance of the work or that all the obligations of the Contractor under the 46 contract have been fulfilled. 47 48 1-05.11(3) Operational Testing 49 50 It is the intent of the Contracting Agency to have at the Physical Completion Date a 51 complete and operable system Therefore when the work involves the installation of 52 machinery or other mechanical equipment; street lighting, electrical distribution or signal N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 85 1 systems, irrigation systems, buildings; or other similar work it may be desirable for the 2 Engineer to have the Contractor operate and test the work for a period of time after final 3 inspection but prior to the physical completion date Whenever items of work are listed in 4 the Contract Provisions for operational testing they shall be fully tested under operating 5 conditions for the time period specified to ensure their acceptability prior to the Physical 6 Completion Date. During and following the test period, the Contractor shall correct any 7 items of workmanship, materials, or equipment which prove faulty, or that are not in first 8 class operating condition Equipment, electrical controls, meters, or other devices and 9 equipment to be tested during this period shall be tested under the observation of the 10 Engineer, so that the Engineer may determine their suitability for the purpose for which 11 they were installed. The Physical Completion Date cannot be established until testing 12 and corrections have been completed to the satisfaction of the Engineer 13 14 The costs for power, gas, labor, material, supplies, and everything else needed to 15 successfully complete operational testing, shall be included in the unit contract prices 16 related to the system being tested, unless specifically set forth otherwise in the proposal 17 18 Operational and test periods, when required by the Engineer, shall not affect a 19 manufacturer's guaranties or warranties furnished under the terms of the contract. 20 21 22 1-05.13 Superintendents, Labor and Equipment of Contractor 23 (August 14, 2013 APWA GSP) 24 25 Delete the sixth and seventh paragraphs of this section 26 27 1-05.14 Cooperation With Other Contractors 28 29 Section 1-05.14 is supplemented with the following. 30 31 (March 13, 1995) 32 Other Contracts Or Other Work 33 It is anticipated that the following work adjacent to or within the limits of this project will 34 be performed by others during the course of this project and will require coordination of 35 the work 36 37 *** Relocate Existing Utilities 38 Lori Froehlich 39 500 N. Keys Road 40 Yakima, WA 98901 41 509-575-3115*** 42 43 *** Relocate Existing Utilities 44 Oscar Cuevas 45 Century Link 46 8 S 2nd Ave, Room 304 47 Yakima, WA 98902 *** 48 49 50 51 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 21, 2018 86 1 1 1 1 1 1 1 1 1 1 1 1 1 *** Relocate Existing Water Meters & Business Connections 2 Mike Shane 3 City of Yakima 4 Water/Irrigation 5 2301 Fruitvale Blvd. 6 Yakima, WA 98902 *** 7 8 *** Relocating Existing Utilities 9 Dan Catron 10 1005 N 16th Avenue 11 Yakima, WA 98902 12 Charter Cable *** 13 14 1-05.15 Method of Serving Notices 15 (March 25, 2009 APWA GSP) 16 Revise the second paragraph to read: 17 18 All correspondence from the Contractor shall be directed to the Project Engineer. All 19 correspondence from the Contractor constituting any notification, notice of protest, notice 20 of dispute, or other correspondence constituting notification. required to be furnished 21 under the Contract, must be in paper format, hand delivered or sent via mail delivery 22 service to the Project Engineer's office. Electronic copies such as a -mails or 23 electronically delivered copies of correspondence will not constitute such notice and will 24 not comply with the requirements of the Contract. 25 26 Add the following new section: 27 28 1-05.16 Water and Power 29 (October 1, 2005 APWA GSP) 30 31 The Contractor shall make necessary arrangements, and shall bear the costs for power 32 and water necessary for the performance of the work, unless the contract includes power 33 and water as a pay item. 34 35 36 1-06 Control of Material 37 38 Section 1-06 is supplemented with the following: 39 40 Buy America 41 42 (August 6, 2012) 43 In accordance with Buy America requirements contained in 23 CFR 635 410, the major 44 quantities of steel and iron construction material that is permanently incorporated into the 45 project shall consist of American -made materials only. Buy America does not apply to 46 temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding 47 and faisework. 48 49 Minor amounts of foreign steel and iron may be utilized in this project provided the cost 50 of the foreign material used does not exceed one -tenth of one percent of the total contract 51 cost or $2,500.00, whichever is greater. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 21, 2018 87 1 2 American -made material is defined as material having all manufacturing processes 3 occurring domestically. To further define the coverage, a domestic product is a 4 manufactured steel material that was produced in one of the 50 States, the District of 5 Columbia, Puerto Rico, or in the territories and possessions of the United States. 6 7 If domestically produced steel billets or iron ingots are exported outside of the area of 8 coverage, as defined above, for any manufacturing process then the resulting product 9 does not conform to the Buy America requirements. Additionally, products manufactured 10 domestically from foreign source steel billets or iron ingots do not conform to the Buy 11 America requirements because the initial melting and mixing of alloys to create the 12 material occurred in a foreign country 13 14 Manufacturing begins with the initial melting and mixing, and continues through the 15 coating stage Any process which modifies the chemical content, the physical size or 16 shape, or the final finish is considered a manufacturing process The processes include 17 rolling, extruding, machining, bending, grinding, drilling, welding, and coating The action 18 of applying a coating to steel or iron is deemed a manufacturing process Coating 19 includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that 20 protects or enhances the value of steel or iron Any process from the original reduction 21 from ore to the finished product constitutes a manufacturing process for iron. 22 23 Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and 24 alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced 25 iron ore. 26 27 The following are considered to be steel manufacturing processes: 28 29 1 Production of steel by any of the following processes 30 31 a Open hearth furnace. 32 33 b. Basic oxygen. 34 35 c. Electric furnace. 36 37 d. Direct reduction 38 39 2. Rolling, heat treating, and any other similar processing. 40 41 3. Fabrication of the products 42 43 a Spinning wire into cable or strand 44 45 b. Corrugating and rolling into culverts 46 47 c Shop fabrication. 48 49 A certification of materials origin will be required for any items comprised of, or containing, 50 steel or iron construction materials prior to such items being incorporated into the 51 permanent work. The certification shall be on DOT Form 350-109EF provided by the N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 88 i 1 Engineer, or such other form the Contractor chooses, provided it contains the same 2 information as DOT Form 350-109EF. 3 4 1-06.1(4) Fabrication Inspection Expense 5 (June 27, 2011 AWPA GSP) 6 7 Delete this section in its entirety. 8 9 1-07 Legal Relations and Responsibilities to the Public 10 11 1-07.1 Laws to be Observed 12 (October 1, 2005 APWA GSP) 13 14 Supplement this section with the following. 15 16 In cases of conflict between different safety regulations, the more stringent regulation 17 shall apply 18 19 The Washington State Department of Labor and Industries shall be the sole and 20 paramount administrative agency responsible for the administration of the provisions of 21 the Washington Industrial Safety and Health Act of 1973 (WISHA). 22 23 The Contractor shall maintain at the project site office, or other well known place at the 24 project site, all articles necessary for providing first aid to the injured. The Contractor 25 shall establish, publish, and make known to all employees, procedures for ensuring 26 immediate removal to a hospital, or doctor's care, persons, including employees, who 27 may have been injured on the project site. Employees should not be permitted to work 28 on the project site before the Contractor has established and made known procedures 29 for removal of injured persons to a hospital or a doctor's care. 30 31 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of 32 the Contractor's plant, appliances, and methods, and for any damage or injury resulting 33 from their failure, or improper maintenance, use, or operation. The Contractor shall be 34 solely and completely responsible for the conditions of the project site, including safety 35 for all persons and property in the performance of the work. This requirement shall apply 36 continuously, and not be limited to normal working hours. The required or implied duty of 37 the Engineer to conduct construction review of the Contractor's performance does not, 38 and shall not, be intended to include review and adequacy of the Contractor's safety 39 measures in, on, or near the project site. 40 41 42 1-07.2 State Taxes 43 44 Delete this section, including its sub -sections, in its entirety and replace it with the following: 45 46 1-07.2 State Sales Tax 47 (June 27, 2011 APWA GSP) 48 49 The Washington State Department of Revenue has issued special rules on the State 50 sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The 51 Contractor should contact the Washington State Department of Revenue for answers :o N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 89 1 questions in this area The Contracting Agency will not adjust its payment if the 2 Contractor bases a bid on a misunderstood tax liability. 3 4 The Contractor shall include all Contractor -paid taxes in the unit bid prices or other 5 contract amounts. In some cases, however, state retail sales tax will not be included. 6 Section 1-07 2(2) describes this exception. 7 8 The Contracting Agency will pay the retained percentage (or release the Contract Bond if 9 a FHWA-funded Project) only if the Contractor has obtained from the Washington State 10 Department of Revenue a certificate showing that all contract -related taxes have been 11 paid (RCW 60 28 051) The Contracting Agency may deduct from its payments to the 12 Contractor any amount the Contractor may owe the Washington State Department of 13 Revenue, whether the amount owed relates to this contract or not. Any amount so 14 deducted will be paid into the proper State fund 15 16 1-07.2(1) State Sales Tax — Rule 171 17 18 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, 19 roads, etc., which are owned by a municipal corporation, or political subdivision of the 20 state, or by the United States, and which are used primarily for foot or vehicular traffic. 21 This includes storm or combined sewer systems within and included as a part of the 22 street or road drainage system and power lines when such are part of the roadway 23 lighting system For work performed in such cases, the Contractor shall include 24 Washington State Retail Sales Taxes in the various unit bid item prices, or other contract 25 amounts, including those that the Contractor pays on the purchase of the materials, 26 equipment, or supplies used or consumed in doing the work. 27 28 1-07.2(2) State Sales Tax — Rule 170 29 30 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or 31 existing buildings, or other structures, upon real property. This includes, but is not 32 limited to, the construction of streets, roads, highways, etc , owned by the state of 33 Washington, water mains and their appurtenances, sanitary sewers and sewage 34 disposal systems unless such sewers and disposal systems are within, and a part of, a 35 street or road drainage system; telephone, telegraph, electrical power distribution lines, 36 or other conduits or lines in or above streets or roads, unless such power lines become a 37 part of a street or road lighting system, and installing or attaching of any article of 38 tangible personal property in or to real property, whether or not such personal property 39 becomes a part of the realty by virtue of installation. 40 41 For work performed in such cases, the Contractor shall collect from the Contracting 42 Agency, retail sales tax on the full contract price The Contracting Agency will 43 automatically add this sales tax to each payment to the Contractor For this reason, the 44 Contractor shall not include the retail sales tax in the unit bid item prices, or in any other 45 contract amount subject to Rule 170, with the following exception 46 47 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor 48 or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or 49 consumable supplies not integrated into the project. Such sales taxes shall be included 50 in the unit bid item prices or in any other contract amount. 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 90 1 1-07.2(3) Services 2 3 The Contractor shall not collect retail sales tax from the Contracting Agency on any 4 contract wholly for professional or other services (as defined in Washington State 5 Department of Revenue Rules 138 and 244). 6 7 Environmental Regulations 8 9 Section 1-07.5 is supplemented with the following. 10 11 (August 3, 2009 WSDOT GSP) 12 The intentional bypass of stormwater from all or any portion of a stormwater 13 treatment system is prohibited without the approval of the Engineer. 14 15 (August 3, 2009 WSDOT GSP) 16 Payment 17 All costs to comply with this special provision for the environmental commitments and 18 requirements are incidental to the contract and are the responsibility of the Contractor. 19 The Contractor shall include all related costs in the associated bid prices of the contract. 20 21 1-07.7 Load Limits 22 23 (March 13, 1995 WSDOT GSP) 24 Except for the load limit restrictions specified in Section 1-07.7(2), the Contractor may 25 operate vehicles which exceed the legal gross weight limitations without special permits 26 or payment of additional fees provided such vehicles are employed in the construction 27 and within the limits of this project. 28 29 Subparagraph 1 of the second paragraph of Section 1-07 7(1) is deleted. 30 31 (March 13, 1995 WSDOT GSP) 32 If the sources of materials provided by the Contractor necessitates hauling over roads 33 other than State Highways, the Contractor shall, at the Contractor's expense, make all 34 arrangements for the use of the haul routes 35 36 1-07.9 Wages 37 38 1-07.9(1) General 39 40 Section 1-07.9(1) is supplemented with the following: 41 42 (January 5, 2018) 43 The Federal wage rates incorporated in this contract have been established by the 44 Secretary of Labor under United States Department of Labor General Decision No. 45 WA180001. 46 47 The State rates incorporated in this contract are applicable to all construction 48 activities associated with this contract. 49 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ. #• 2340 November 21, 2018 91 1 (April 2, 2007 WSDOT GSP) 2 Application of Wage Rates for the Occupation of Landscape Construction 3 State prevailing wage rates for public works contracts are included in this contract 4 and show a separate listing for the occupation 5 6 Landscape Construction, which includes several different occupation 7 descriptions such as- Irrigation and Landscape Plumbers, Irrigation and 8 Landscape Power Equipment Operators, and Landscaping or Planting 9 Laborers 10 11 In addition, federal wage rates that are included in this contract may also include 12 occupation descriptions in Federal Occupational groups for work also specifically 13 identified with landscaping such as: 14 15 Laborers with the occupation description, Landscaping or Planting, or 16 17 Power Equipment Operators with the occupation description, Mulch Seeding 18 Operator 19 20 If Federal wage rates include one or more rates specified as applicable to 21 landscaping work, then Federal wage rates for all occupation descriptions, specific 22 or general, must be considered and compared with corresponding State wage rates. 23 The higher wage rate, either State or Federal, becomes the minimum wage rate for 24 the work performed in that occupation. 25 26 Contractors are responsible for determining the appropriate crafts necessary to 27 perform the contract work. If a classification considered necessary for performance 28 of the work is missing from the Federal Wage Determination applicable to the 29 contract, the Contractor shall initiate a request for approval of a proposed wage and 30 benefit rate The Contractor shall prepare and submit Standard Form 1444, Request 31 for Authorization of Additional Classification and Wage Rate available at 32 http.//www.wdol gov/docs/sf1444 pdf, and submit the completed form to the Project 33 Engineer's office. The presence of a classification wage on the Washington State 34 Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 35 1444 for the purpose of determining a federal classification wage rate 36 37 38 1-07.11 Requirements for Nondiscrimination 39 40 Section 1-07 11 is supplemented with the following 41 42 (April 2, 2018 WSDOT GSP) 43 Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive 44 Order 11246) 45 46 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard 47 Federal Equal Employment Opportunity Construction Contract Specifications set 48 forth herein. 49 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 92 1 2. The goals and timetables for minority and female participation set by the Office of 2 Federal Contract Compliance Programs, expressed in percentage terms for the 3 Contractor's aggregate work force in each construction craft and in each trade on all 4 construction work in the covered area, are as follows: 5 6 Women - Statewide 7 8 Timetable Goal 9 10 Until further notice 6.9% 11 Minorities - by Standard Metropolitan Statistical Area (SMSA) 12 13 Spokane, WA: 14 SMSA Counties 15 Spokane, WA 2.8 16 WA Spokane. 17 Non-SMSA Counties 3.0 18 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA 19 Lincoln, WA Pend Oreille, WA Stevens; WA Whitman 20 21 Richland, WA 22 SMSA Counties: 23 Richland Kennewick, WA 5.4 24 WA Benton, WA Franklin. 25 Non-SMSA Counties 3.6 26 WA Walla Walla. 27 28 Yakima, WA. 29 SMSA Counties. 30 Yakima, WA 9 7 31 WA Yakima. 32 Non-SMSA Counties 7.2 33 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. 34 35 Seattle, WA. 36 SMSA Counties. 37 Seattle Everett, WA 7.2 38 WA King; WA Snohomish 39 Tacoma, WA 6.2 40 WA Pierce. 41 Non-SMSA Counties 6 1 42 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson, WA Kitsap; 43 WA Lewis; WA Mason, WA Pacific; WA San Juan; WA Skagit; WA 44 Thurston, WA Whatcom. 45 46 Portland, OR: 47 SMSA Counties 48 Portland, OR -WA 4.5 49 WA Clark. 50 Non-SMSA Counties 3.8 51 WA Cowlitz; WA Klickitat; WA Skamania, WA Wahkiakum. 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 93 1 These goals are applicable to each nonexempt Contractor's total on -site construction 2 workforce, regardless of whether or not part of that workforce is performing work on 3 a Federal, or federally assisted project, contract, or subcontract until further notice. 4 Compliance with these goals and time tables is enforced by the Office of Federal 5 Contract compliance Programs. 6 7 The Contractor's compliance with the Executive Order and the regulations in 41 CFR 8 Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, 9 specific affirmative action obligations required by the specifications set forth in 41 10 CFR 60-4 3(a), and its efforts to meet the goals. The hours of minority and female 11 employment and training must be substantially uniform throughout the length of the 12 contract, in each construction craft and in each trade, and the Contractor shall make 13 a good faith effort to employ minorities and women evenly on each of its projects 14 The transfer of minority or female employees or trainees from Contractor to 15 Contractor or from project to project for the sole purpose of meeting the Contractor's 16 goal shall be a violation of the contract, the Executive Order and the regulations in 17 41 CFR Part 60-4. Compliance with the goals will be measured against the total 18 work hours performed. 19 20 3. The Contractor shall provide written notification to the Office of Federal Contract 21 Compliance Programs (OFCCP) within 10 working days of award of any construction 22 subcontract in excess of $10,000 or more that are Federally funded, at any tier for 23 construction work under the contract resulting from this solicitation The notification 24 shall list the name, address and telephone number of the Subcontractor; employer 25 identification number of the Subcontractor; estimated dollar amount of the 26 subcontract; estimated starting and completion dates of the subcontract, and the 27 geographical area in which the contract is to be performed. The notification shall be 28 sent to: 29 30 U S Department of Labor 31 Office of Federal Contract Compliance Programs Pacific Region 32 Attn• Regional Director 33 San Francisco Federal Building 34 90 — 7th Street, Suite 18-300 35 San Francisco, CA 94103(415) 625-7800 Phone 36 (415) 625-7799 Fax 37 38 Additional information may be found at the U S Department of Labor website 39 https.//www.dol gov/ofccp/regs/compliance/preaward/cnstnote htm 40 41 4 As used in this Notice, and in the contract resulting from this solicitation, the Covered 42 Area is as designated herein 43 44 Standard Federal Equal Employment Opportunity Construction Contract Specifications 45 (Executive Order 11246) 46 47 1 As used in these specifications: 48 49 a Covered Area means the geographical area described in the solicitation 50 from which this contract resulted, 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ. #: 2340 November 21, 2018 94 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b Director means Director, Office of Federal Contract Compliance Programs, 2 United States Department of Labor, or any person to whom the Director 3 delegates authority; 4 5 c Employer Identification Number means the Federal Social Security number 6 used on the Employer's Quarterly Federal Tax Return, U. S. Treasury 7 Department Form 941, 8 9 d. Minority includes: 10 11 (1) Black, a person having origins in any of the Black Racial Groups 12 of Africa. 13 14 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of 15 Mexican, Puerto Rican, Cuban, Central American, South 16 American, or other Spanish origin. 17 18 (3) Asian or Pacific Islander, a person having origins in any of the 19 original peoples of the Pacific rim or the Pacific Islands, the 20 Hawaiian Islands and Samoa. 21 22 (4) American Indian or Alaskan Native, a person having origins in any 23 of the original peoples of North America, and who maintain cultural 24 identification through tribal affiliation or community recognition. 25 26 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of 27 the work involving any construction trade, it shall physically include in each 28 subcontract in excess of $10,000 the provisions of these specifications and the 29 Notice which contains the applicable goals for minority and female participation and 30 which is set forth in the solicitations from which this contract resulted. 31 32 3 If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan 33 approved by the U S. Department of Labor in the covered area either individually or 34 through an association, its affirmative action obligations on all work in the Plan area 35 (including goals and timetables) shall be in accordance with that Plan for those trades 36 which have unions participating in the Plan Contractors must be able to demonstrate 37 their participation in and compliance with the provisions of any such Hometown Plan. 38 Each Contractor or Subcontractor participating in an approved Plan is individually 39 required to comply with its obligations under the EEO clause, and to make a good 40 faith effort to achieve each goal under the Plan in each trade in which it has 41 employees. The overall good faith performance by other Contractors or 42 Subcontractors toward a goal in an approved Plan does not excuse any covered 43 Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan 44 goals and timetables. 45 46 4 The Contractor shall implement the specific affirmative action standards provided in 47 paragraphs 7a through 7p of this Special Provision. The goals set forth in the 48 solicitation from which this contract resulted are expressed as percentages of the 49 total hours of employment and training of minority and female utilization the 50 Contractor should reasonably be able to achieve in each construction trade in which 51 it has employees in the co% tired area. Covered construction contractors performing 52 construction work in geographical areas where they do not have a Federal or N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 95 1 federally assisted construction contract shall apply the minority and female goals 2 established for the geographical area where the work is being performed. The 3 Contractor is expected to make substantially uniform progress in meeting its goals in 4 each craft during the period specified. 5 6 5 Neither the provisions of any collective bargaining agreement, nor the failure by a 7 union with whom the Contractor has a collective bargaining agreement, to refer either 8 minorities or women shall excuse the Contractor's obligations under these 9 specifications, Executive Order 11246, or the regulations promulgated pursuant 10 thereto 11 12 6. In order for the nonworking training hours of apprentices and trainees to be counted 13 in meeting the goals, such apprentices and trainees must be employed by the 14 Contractor during the training period, and the Contractor must have made a 15 commitment to employ the apprentices and trainees at the completion of their 16 training, subject to the availability of employment opportunities Trainees must be 17 trained pursuant to training programs approved by the U.S. Department of Labor 18 19 7. The Contractor shall take specific affirmative actions to ensure equal employment 20 opportunity. The evaluation of the Contractor's compliance with these specifications 21 shall be based upon its effort to achieve maximum results from its action The 22 Contractor shall document these efforts fully, and shall implement affirmative action 23 steps at least as extensive as the following 24 25 a. Ensure and maintain a working environment free of harassment, 26 intimidation, and coercion at all sites, and in all facilities at which the 27 Contractor's employees are assigned to work The Contractor, where 28 possible, will assign two or more women to each construction project. The 29 Contractor shall specifically ensure that all foremen, superintendents, and 30 other on -site supervisory personnel are aware of and carry out the 31 Contractor's obligation to maintain such a working environment, with 32 specific attention to minority or female individuals working at such sites or 33 in such facilities 34 35 b Establish and maintain a current list of minority and female recruitment 36 sources, provide written notification to minority and female recruitment 37 sources and to community organizations when the Contractor or its unions 38 have employment opportunities available, and maintain a record of the 39 organizations' responses. 40 41 c Maintain a current file of the names, addresses and telephone numbers of 42 each minority and female off -the -street applicant and minority or female 43 referral from a union, a recruitment source or community organization and 44 of what action was taken with respect to each such individual If such 45 individual was sent to the union hiring hall for referral and was not referred 46 back to the Contractor by the union or, if referred, not employed by the 47 Contractor, this shall be documented in the file with the reason therefor, 48 along with whatever additional actions the Contractor may have taken. 49 50 d Provide immediate written notification to the Director when the union or 51 unions with which the Contractor has a collective bargaining agreement has 52 not referred to the Contractor a minority person or woman sent by the N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 96 1 Contractor, or when the Contractor has other information that the union 2 referral process has impeded the Contractor's efforts to meet its obligations. 3 4 e. Develop on-the-job training opportunity and/or participate in training 5 programs for the area which expressly include minorities and women, 6 including upgrading programs and apprenticeship and trainee programs 7 relevant to the Contractor's employment needs, especially those programs 8 funded or approved by the U.S Department of Labor. The Contractor shall 9 provide notice of these programs to the sources compiled under 7b above. 10 11 f. Disseminate the Contractor's EEO policy by providing notice of the policy 12 to unions and training programs and requesting their cooperation in 13 assisting the Contractor in meeting its EEO obligations; by including it in 14 any policy manual and collective bargaining agreement; by publicizing it in 15 the company newspaper, annual report, etc.; by specific review of the policy 16 with all management personnel and with all minority and female employees 17 at least once a year; and by posting the company EEO policy on bulletin 18 boards accessible to all employees at each location where construction 19 work is performed. 20 21 g. Review, at least annually, the company's EEO policy and affirmative action 22 obligations under these specifications with all employees having any 23 responsibility for hiring, assignment, layoff, termination or other 24 employment decisions including specific review of these items with on -site 25 supervisory personnel such as Superintendents, General Foremen, etc., 26 prior to the initiation of construction work at any job site. A written record 27 shall be made and maintained identifying the time and place of these 28 meetings, persons attending, subject matter discussed, and disposition of 29 the subject matter. 30 31 h. Disseminate the Contractor's EEO policy externally by including it in any 32 advertising in the news media, specifically including minority and female 33 news media, and providing written notification to and discussing the 34 Contractor's EEO policy with other Contractors and Subcontractors with 35 whom the Contractor does or anticipates doing business. 36 37 i. Direct its recruitment efforts, both oral and written to minority, female and 38 community organizations, to schools with minority and female students and 39 to minority and female recruitment and training organizations serving the 40 Contractor's recruitment area and employment needs. Not later than one 41 month prior to the date for the acceptance of applications for apprenticeship 42 or other training by any recruitment source, the Contractor shall send written 43 notification to organizations such as the above, describing the openings, 44 screening procedures, and tests to be used in the selection process 45 46 j. Encourage present minority and female employees to recruit other minority 47 persons and women and where reasonable, provide after school, summer 48 and vacation employment to minority and female youth both on the site and 49 in other areas of a Contractor's work force. 50 51 k. validate all tests and other selection requirements where there is an 52 obligation to do so under 41 CFR Part 60-3. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 97 1 2 I. Conduct, at least annually, an inventory and evaluation of all minority and 3 female personnel for promotional opportunities and encourage these 4 employees to seek or to prepare for, through appropriate training, etc , such 5 opportunities. 6 7 m Ensure that seniority practices, job classifications, work assignments and 8 other personnel practices, do not have a discriminatory effect by continually 9 monitoring all personnel and employment related activities to ensure that 10 the EEO policy and the Contractor's obligations under these specifications 11 are being carried out. 12 13 n. Ensure that all facilities and company activities are nonsegregated except 14 that separate or single -user toilet and necessary changing facilities shall be 15 provided to assure privacy between the sexes. 16 17 o. Document and maintain a record of all solicitations of offers for subcontracts 18 from minority and female construction contractors and suppliers, including 19 circulation of solicitations to minority and female contractor associations 20 and other business associations. 21 22 p Conduct a review, at least annually, of all supervisors' adherence to and 23 performance under the Contractor's EEO policies and affirmative action 24 obligations 25 26 8. Contractors are encouraged to participate in voluntary associations which assist in 27 fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts 28 of a contractor association, joint contractor -union, contractor -community, or other 29 similar group of which the Contractor is a member and participant, may be asserted 30 as fulfilling any one or more of the obligations under 7a through 7p of this Special 31 Provision provided that the Contractor actively participates in the group, makes every 32 effort to assure that the group has a positive impact on the employment of minorities 33 and women in the industry, ensure that the concrete benefits of the program are 34 reflected in the Contractor's minority and female work -force participation, makes a 35 good faith effort to meet its individual goals and timetables, and can provide access 36 to documentation which demonstrate the effectiveness of actions taken on behalf of 37 the Contractor The obligation to comply, however, is the Contractor's and failure of 38 such a group to fulfill an obligation shall not be a defense for the Contractor's 39 noncompliance. 40 41 9 A single goal for minorities and a separate single goal for women have been 42 established The Contractor, however, is required to provide equal employment 43 opportunity and to take affirmative action for all minority groups, both male and 44 female, and all women, both minority and non -minority Consequently, the Contractor 45 may be in violation of the Executive Order if a particular group is employed in 46 substantially disparate manner (for example, even though the Contractor has 47 achieved its goals for women generally, the Contractor may be in violation of the 48 Executive Order if a specific minority group of women is underutilized). 49 50 10 The Contractor shall not use the goals and timetables or affirmative action standards 51 to discriminate against any person because of race, color, religion, sex, or national 52 origin N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 98 1 2 11. The Contractor shall not enter into any subcontract with any person or firm debarred 3 from Government contracts pursuant to Executive Order 11246. 4 5 12. The Contractor shall carry out such sanctions and penalties for violation of these 6 specifications and of the Equal Opportunity Clause, including suspensions, 7 terminations and cancellations of existing subcontracts as may be imposed or 8 ordered pursuant to Executive Order 11246, as amended, and its implementing 9 regulations by the Office of Federal Contract Compliance Programs. Any Contractor 10 who fails to carry out such sanctions and penalties shall be in violation of these 11 specifications and Executive Order 11246, as amended. 12 13 13. The Contractor, in fulfilling its obligations under these specifications, shall implement 14 specific affirmative action steps, at least as extensive as those standards prescribed 15 in paragraph 7 of this Special Provision, so as to achieve maximum results from its 16 efforts to ensure equal employment opportunity. If the Contractor fails to comply with 17 the requirements of the Executive Order, the implementing regulations, or these 18 specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 19 20 14 The Contractor shall designate a responsible official to monitor all employment 21 related activity to ensure that the company EEO policy is being carried out, to submit 22 reports relating to the provisions hereof as may be required by the government and 23 to keep records. Records shall at least include, for each employee, their name, 24 address, telephone numbers, construction trade, union affiliation if any, employee 25 identification number when assigned, social security number, race, sex, status (e.g., 26 mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours 27 worked per week in the indicated trade, rate of pay, and locations at which the work 28 was performed. Records shall be maintained in an easily understandable and 29 retrievable form; however, to the degree that existing records satisfy this requirement, 30 the Contractors will not be required to maintain separate records. 31 32 15 Nothing herein provided shall be construed as a limitation upon the application of 33 other laws which establish different standards of compliance or upon the application 34 of requirements for the hiring of local or other area residents (e.g., those under the 35 Public Works Employment Act of 1977 and the Community Development Block Grant 36 Program). 37 38 16. Additional assistance for Federal Construction Contractors on contracts 39 administered by Washington State Department of Transportation or by Local 40 Agencies may be found at: 41 42 Washington State Dept. of Transportation 43 Office of Equal Opportunity 44 PO Box 47314 45 310 Maple Park Ave. SE 46 Olympia WA 47 98504-7314 48 Ph: 360-705-7090 49 Fax: 360-705-6801 50 http.//www.wsdot.wa.gov/equalopportunity/default.htm 51 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 99 1 (April 3, 2018 WSDOT GSP) 2 Disadvantaged Business Enterprise Participation 3 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and 4 USDOT's official interpretations (i.e., Questions & Answers) apply to this Contract. As 5 such, the requirements of this Contract are to make affirmative efforts to solicit DBEs, 6 provide information on who submitted a Bid or quote and to report DBE participation 7 monthly as described elsewhere in these Contract Provisions. No preference will be 8 included in the evaluation of Bids/Proposals, no minimum level of DBE participation shall 9 be required as a Condition of Award and Bids/Proposals may not be rejected or 10 considered non -responsive on that basis 11 12 DBE Abbreviations and Definitions 13 Broker —A business firm that provides a bona fide service, such as professional, 14 technical, consultant or managerial services and assistance in the procurement 15 of essential personnel, facilities, equipment, materials, or supplies required for 16 the performance of the Contract, or, persons/companies who arrange or 17 expedite transactions 18 19 Certified Business Description — Specific descriptions of work the DBE is 20 certified to perform, as identified in the Certified Firm Directory, under the Vendor 21 Information page. 22 23 Certified Firm Directory — A database of all Minority, Women, and 24 Disadvantaged Business Enterprises. The on-line Directory is available to 25 Contractors for their use in identifying and soliciting interest from DBE firms The 26 database is located under the Firm Certification section of the Diversity 27 Management and Compliance System web page at: 28 https://omwbe.diversitycompliance.com 29 30 Commercially Useful Function (CUF) 31 49 CFR 26 55(c)(1) defines commercially useful function as: "A DBE performs a 32 commercially useful function when it is responsible for execution of the work of 33 the contract and is carrying out its responsibilities by actually performing, 34 managing, and supervising the work involved. To perform a commercially useful 35 function, the DBE must also be responsible, with respect to materials and 36 supplies used on the contract, for negotiating price, determining quality and 37 quantity, ordering the material, and installing (where applicable) and paying for 38 the material itself To determine whether a DBE is performing a commercially 39 useful function, you must evaluate the amount of work subcontracted, industry 40 practices, whether the amount the firm is to be paid under the contract is 41 commensurate with the work it is actually performing and the DBE credit claimed 42 for its performance of the work, and other relevant factors." 43 44 Contract — For this Special Provision only, this definition supplements Section 45 1-01.3. 49 CFR 26 5 defines contract as " a legally binding relationship 46 obligating a seller to furnish supplies or services (including, but not limited to, 47 construction and professional services) and the buyer to pay for them For 48 purposes of this part, a lease is considered to be a contract." 49 50 Disadvantaged Business Enterprise (DBE) — A business firm certified by the 51 Washington State Office of Minority and Women's Business Enterprises, as 52 meeting the criteria outlined in 49 CFR 26 regarding DBE certification. A N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 21, 2018 100 1 1 1 1 1 1 Underutilized Disadvantaged Business Enterprise (UDBE) firm is a subset of 2 DBE. 3 4 Force Account Work — Work measured and paid in accordance with Section 1- 5 09.6. 6 7 Manufacturer (DBE) — A DBE firm that operates or maintains a factory or 8 establishment that produces on the premises the materials, supplies, articles, or 9 equipment required under the Contract. A DBE Manufacturer shall produce 10 finished goods or products from raw or unfinished material or purchase and 11 substantially alters goods and materials to make them suitable for construction 12 use before reselling them. 13 14 Regular Dealer (DBE) — A DBE firm that owns, operates, or maintains a store, 15 warehouse, or other establishment in which the materials or supplies required 16 for the performance of a Contract are bought, kept in stock, and regularly sold 17 to the public in the usual course of business. To be a Regular Dealer, the DBE 18 firm must be an established regular business that engages in as its principal 19 business and in its own name the purchase and sale of the products in question. 20 A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum 21 products need not own, operate or maintain a place of business if it both owns 22 and operates distribution equipment for the products. Any supplementing of 23 regular dealers' own distribution equipment shall be by long-term formal lease 24 agreements and not on an ad -hoc basis. Brokers, packagers, manufacturers' 25 representatives, or other persons who arrange or expedite transactions shall not 26 be regarded as Regular Dealers within the meaning of this definition. 27 28 DBE Goals 29 No DBE goals have been assigned as part of this Contract. 30 31 Affirmative Efforts to Solicit DBE Participation 32 The Contractor shall not discriminate on the grounds of race, color, sex, national 33 origin, age, or disability in the selection and retention of subcontractors, including 34 procurement of materials and leases of equipment. DBE firms shall have an equal 35 opportunity to compete for subcontracts in which the Contractor enters into pursuant 36 to this Contract. 37 38 Contractors are encouraged to: 39 40 1 Advertise opportunities for Subcontractors or suppliers in a timely and 41 reasonably designed manner to provide notice of the opportunity to DBEs 42 capable of performing the Work. All advertisements should include a 43 Contract Provision encouraging participation by DBE firms. This may be 44 accomplished through general advertisements (e.g. newspapers, journals, 45 etc.) or by soliciting Bids/Proposals directly from DBEs 46 47 2. Establish delivery schedules that encourage participation by DBEs and 48 other small businesses 49 50 3. Participate with a DBE as a joint venture. 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 101 DBE Eligibility/Selection of DBEs for Reporting Purposes Only Contractor may take credit for DBEs utilized on this Contract only if the firm is certified for the Work being performed, and the firm performs a commercially useful function (CUF) Absent a mandatory goal, all DBE participation that is attained on this project will be considered as "race neutral" participation and shall be reported as such Crediting DBE Participation All DBE Subcontractors shall be certified before the subcontract on which they are participating is executed Be advised that although a firm is listed in the directory, there are cases where the listed firm is in a temporary suspension status. The Contractor shall review the OMWBE Suspended DBE Firms list. A DBE firm that is included on this list may not enter into new contracts that count towards participation. DBE participation is only credited upon payment to the DBE. The following are some definitions of what may be counted as DBE participation DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor's resources available to DBE subcontractors at no cost, shall not be credited DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces Situations where equipment is leased and used by the DBE, but payment is deducted from the Contractor's payment to the DBE is not allowed If a DBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be credited only if the DBE's Lower -Tier Subcontractor is also a DBE Work subcontracted to a non -DBE shall not be credited Count expenditures toward race/gender-neutral participation only if :he DBE is performing a CUF on the contract. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 102 1 1 1 2 DBE Subcontract and Lower Tier Subcontract Documents 3 There must be a subcontract agreement that complies with 49 CFR Part 26 and 4 fully describes the distinct elements of Work committed to be performed by the 5 DBE. The subcontract agreement shall incorporate requirements of the primary 6 Contract. Subcontract agreements of all tiers, including lease agreements shall 7 be readily available at the project site for the Engineer review. 8 9 DBE Service Provider 10 The value of fees or commissions charged by a DBE Broker, a DBE behaving in 11 a manner of a Broker, or another service provider for providing a bona fide 12 service, such as professional, technical, consultant, managerial services, or for 13 providing bonds or insurance specifically required for the performance of the 14 contract will only be credited as DBE participation, if the fee/commission is 15 determined by the Contracting Agency to be reasonable and the firm has 16 performed a CUF 17 18 Temporary Traffic Control 19 If the DBE firm is being utilized in the capacity of only "Flagging", the DBE firm 20 must provide a Traffic Control Supervisor (TCS) and flagger, which are under 21 the direct control of the DBE. The DBE firm shall also provide all flagging 22 equipment (e.g. paddles, hard hats, and vests). 23 24 If the DBE firm is being utilized in the capacity of "Traffic Control Services", the 25 DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, 26 barrels, signs, etc.) and be in total control of all items in implementing the traffic 27 control for the project. In addition, if the DBE firm utilizes the Contractor's 28 equipment, such as Transportable Attenuators and Portable Changeable 29 Message Signs (PCMS) no DBE credit can be taken for supplying and operating 30 the items. 31 32 Trucking 33 DBE trucking firm participation may only be credited as DBE participation for the 34 value of the hauling services, not for the materials being hauled unless the 35 trucking firm is also certified as a supplier. In situations where the DBE's work 36 is priced per ton, the value of the hauling service must be calculated separately 37 from the value of the materials in order to determine DBE credit for hauling. 38 39 The DBE trucking firm must own and operate at least one licensed, insured and 40 operational truck on the contract. The truck must be of the type that is necessary 41 to perform the hauling duties required under the contract. The DBE receives 42 credit for the value of the transportation services it provides on the Contract 43 using trucks it owns or leases, licenses, insures, and operates with drivers it 44 employs. 45 46 The DBE may lease additional trucks from another DBE firm. The Work that a 47 DBE trucking firm performs with trucks it leases from other certified DBE trucking 48 firms qualify for 100% DBE credit 49 50 The trucking Work subcontracted to any non -DBE trucking firm will not receive 51 credit for Work done on the project. The DBE may lease trucks from a non -DBE N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 103 1 truck leasing company, but can only receive credit as DBE participation if the 2 DBE uses its own employees as drivers. 3 4 DBE credit for a truck broker is limited to the fee/commission that the DBE 5 receives for arranging transportation services 6 7 Truck registration and lease agreements shall be readily available at the project 8 site for the Engineer review 9 10 DBE Manufacturer and DBE Regular Dealer 11 One hundred percent (100%) of the cost of the manufactured product obtained 12 from a DBE Manufacturer can count as DBE participation. 13 14 Sixty percent (60%) of the cost of materials or supplies purchased from a DBE 15 Regular Dealer may be credited as DBE participation. If the role of the DBE 16 Regular Dealer is determined to be that of a pass -through, then no DBE credit 17 will be given for its services. If the role of the DBE Regular Dealer is determined 18 to be that of a Broker, then DBE credit shall be limited to the fee or commission 19 it receives for its services Regular Dealer status and the amount of credit is 20 determined on a Contract -by -Contract basis. 21 22 Regular Dealer DBE firms must be approved before being used on a project. 23 The WSDOT Approved Regular Dealer list published on WSDOT's Office of 24 Equal Opportunity (OEO) web site must include the specific project for which 25 approval is being requested The Regular Dealer must submit the Regular 26 Dealer Status Request form a minimum of five days prior to being utilized on the 27 specific project. 28 29 Purchase of materials or supplies from a DBE which is neither a manufacturer 30 nor a regular dealer, (i.e Broker) only the fees or commissions charged for 31 assistance in the procurement of the materials and supplies, or fees or 32 transportation charges for the delivery of materials or supplies required on a job 33 site, can count as DBE participation provided the fees are not excessive as 34 compared with fees customarily allowed for similar services Documentation will 35 be required to support the fee/commission charged by the DBE The cost of the 36 materials and supplies themselves cannot be counted toward as DBE 37 participation. 38 39 Note Requests to be listed as a Regular Dealer will only be processed if the 40 requesting firm is a material supplier certified by the Office of Minority 41 and Women's Business Enterprises in a NAICS code that falls within 42 the 42XXXX NAICS Wholesale code section 43 44 Procedures Between Award and Execution 45 After Award and prior to Execution, the Contractor shall provide the additional 46 information described below. Failure to comply shall result in the forfeiture of the 47 Bidder's Proposal bond or deposit. 48 49 1 A list of all firms who submitted a bid or quote in attempt to participate in 50 this project whether they were successful or not. Include the business 51 name and mailing address. 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 104 1 1 Note. The firms identified by the Contractor may be contacted by the 2 Contracting Agency to solicit general information as follows: age 3 of the firm and average of its gross annual receipts over the past 4 three -years. 5 6 Procedures After Execution 7 Commercially Useful Function (CUF) 8 The Contractor may only take credit for the payments made for Work performed 9 by a DBE that is determined to be performing a CUF. Payment must be 10 commensurate with the work actually performed by the DBE. This applies to all 11 DBEs performing Work on a project, whether or not the DBEs are COA, if the 12 Contractor wants to receive credit for their participation. The Engineer will 13 conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE 14 performs a CUF when it is carrying out its responsibilities of its contract by 15 actually performing, managing, and supervising the Work involved. The DBE 16 must be responsible for negotiating price; determining quality and quantity; 17 ordering the material, installing (where applicable); and paying for the material 18 itself. If a DBE does not perform "all" of these functions on a furnish -and -install 19 contract, it has not performed a CUF and the cost of materials cannot be counted 20 toward UDBE COA Goal Leasing of equipment from a leasing company is 21 allowed. However, leasing/purchasing equipment from the Contractor is not 22 allowed Lease agreements shall be readily available for review by the 23 Engineer. 24 25 In order for a DBE traffic control company to be considered to be performing a 26 CUF, the DBE must be in control of its work inclusive of supervision. The DBE 27 shall employ a Traffic Control Supervisor who is directly involved in the 28 management and supervision of the traffic control employees and services. 29 30 The DBE does not perform a CUF if its role is limited to that of an extra 31 participant in a transaction, contract, or project through which the funds are 32 passed in order to obtain the appearance of DBE participation. 33 34 The following are some of the factors that the Engineer will use in determining 35 whether a DBE trucking company is performing a CUF. 36 37 The DBE shall be responsible for the management and supervision of 38 the entire trucking operation for which it is responsible on the Contract. 39 The owner demonstrates business related knowledge, shows up on 40 site and is determined to be actively running the business. 41 42 The DBE shall with its own workforce, operate at least one fully 43 licensed, insured, and operational truck used on the Contract. The 44 drivers of the trucks owned and leased by the DBE must be exclusively 45 employed by the DBE and reflected on the DBE's payroll. 46 47 Lease agreements for trucks shall indicate that the DBE has exclusive 48 use of and control over the truck(s). This does not preclude the leased 49 truck from working for others provided it is with the consent of the DBE 50 and the lease provides the DBE absolute priority for use of the leased 51 truck. 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 105 1 Leased trucks shall display the name and identification number of the 2 DBE 3 4 Joint Checking 5 A joint check is a check between a Subcontractor and the Contractor to the 6 supplier of materials/supplies The check is issued by the Contractor as payer 7 to the Subcontractor and the material supplier jointly for items to be incorporated 8 into the project. The DBE must release the check to the supplier, while the 9 Contractor acts solely as the guarantor 10 11 A joint check agreement must be approved by the Engineer and requested by 12 the DBE involved using the DBE Joint Check Request Form (form # 272-053) 13 prior to its use. The form must accompany the DBE Joint Check Agreement 14 between the parties involved, including the conditions of the arrangement and 15 expected use of the joint checks. 16 17 The approval to use joint checks and the use will be closely monitored by the 18 Engineer. To receive DBE credit for performing a CUF with respect to obtaining 19 materials and supplies, a DBE must "be responsible for negotiating price, 20 determining quality and quantity, ordering the material and installing and paying 21 for the material itself " The Contractor shall submit DBE Joint Check Request 22 Form for the Engineer approval prior to using a joint check. 23 24 Material costs paid by the Contractor directly to the material supplier is not 25 allowed If proper procedures are not followed or the Engineer determines that 26 the arrangement results in lack of independence for the DBE involved, no DBE 27 credit will be given for the DBE's participation as it relates to the material cost. 28 29 Prompt Payment 30 Prompt payment to all subcontractors shall be in accordance with Section 1- 31 08.1. Prompt Payment requirements apply to progress payments as well as 32 return of retainage 33 34 Reporting 35 The Contractor and all subcontractors/suppliers/service providers that utilize 36 DBEs to perform work on the project, shall maintain appropriate records that will 37 enable the Engineer to verify DBE participation throughout the life of the project. 38 39 Refer to Section 1-08 1 for additional reporting requirements associated with this 40 Contract. 41 42 Decertification 43 When a DBE is "decertified" from the DBE program during the course of the 44 Contract, the participation of that DBE shall continue to count as DBE 45 participation as long as the subcontract with the DBE was executed prior to the 46 decertification notice The Contractor is obligated to substitute when a DBE does 47 not have an executed subcontract agreement at the time of decertification 48 49 Consequences of Non -Compliance 50 Each contract with a Contractor (and each subcontract the Contractor signs with 51 a Subcontractor) must include the following assurance clauz,e 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 106 1 1 The Contractor, subrecipient, or Subcontractor shall not discriminate on the 2 basis of race, color, national origin, or sex in the performance of this contract. 3 The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the 4 award and administration of DOT -assisted contracts. Failure by the Contractor 5 to carry out these requirements is a material breach of this contract, which may 6 result in the termination of this contract or such other remedy as the recipient 7 deems appropriate, which may include, but is not limited to: 8 9 (1) Withholding monthly progress payments; 10 11 (2) Assessing sanctions; 12 13 (3) Liquidated damages; and/or 14 15 (4) Disqualifying the Contractor from future bidding as non -responsible. 16 17 Payment 18 Compensation for all costs involved with complying with the conditions of this 19 Specification and any other associated DBE requirements is included in 20 payment for the associated Contract items of Work, except otherwise provided 21 in the Specifications. 22 23 (June 1, 2017 WSDOT GSP) 24 Small Business Enterprise Participation 25 The Small Business Enterprise (SBE) Program is an element of the Disadvantaged 26 Business Enterprise (DBE) Program in accordance with the requirements of 49 CFR Part 27 26.39. As such, the requirements of this contract establish affirmative efforts to utilize SBE 28 certified firms on construction projects. No preference will be included in the evaluation 29 of Bids/Proposals. No minimum level of SBE participation shall be required as a Condition 30 of Award and Bids/Proposals may not be rejected or considered non -responsive on that 31 basis 32 33 Voluntary SBE Goals 34 A voluntary goal amount of ten percent of the Contract bid amount is established. 35 36 The goal is voluntary, but achievement of the goal is encouraged. No preference will 37 be included in the evaluation of bids/proposals. Bidders may contact the Washington 38 State Office of Minority and Women's Business Enterprises (OMWBE) at 360-664- 39 9750 or visit www.omwbe.wa.gov to obtain information on certified SBE firms 40 41 Required SBE Participation Plan 42 The Contractor shall submit a SBE Participation Plan prior to commencing contract 43 work. Although the goal is voluntary, the outreach efforts to provide SBE maximum 44 practicable opportunities are not. 45 46 For SBE Participation Plan Drafting Guidelines, please visit: 47 48 www.wsdot.wa.gov/equalopportunity. 49 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 107 1 Prompt Payment 2 Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. 3 Prompt payment requirements apply to progress payments as well as return of 4 retainage. 5 6 Required SBE Reporting 7 The Contractor and all subcontractors/suppliers/service providers that utilize DBEs 8 to perform work on the project, shall maintain appropriate records that will enable the 9 Engineer to verify DBE participation throughout the life of the project. 10 11 Refer to Section 1-08 1 for additional reporting requirements associated with this 12 contract. 13 14 Definitions 15 Regardless of race or gender, a SBE is one certified by OMWBE as such, where the 16 firm's 17 18 • Three year averaged gross receipts are less than $22.41 million dollars, 19 with smaller industry standards applicable 20 21 • Is at least 51% owned and controlled by an individual or individuals with a 22 personal net worth less than $1 32 million dollars 23 24 • A Micro Small Business Enterprise is a firm certified as an SBE with 25 average gross receipts for three years less than one million dollars 26 27 28 1-07.12 Federal Agency Inspection 29 30 Section 1-07 12 is supplemented with the following: 31 32 (January 25, 2016 WSDOT GSP) 33 Required Federal Aid Provisions 34 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) 35 Revised May 1, 2012 and the amendments thereto supersede any conflicting provisions 36 of the Standard Specifications and are made a part of this Contract; provided, however, 37 that if any of the provisions of FHWA 1273, as amended, are less restrictive than 38 Washington State Law, then the Washington State Law shall prevail 39 40 The provisions of FHWA 1273, as amended, included in this Contract require that the 41 Contractor insert the FHWA 1273 and amendments thereto in each Subcontract, together 42 with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall 43 be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 44 and amendments thereto in any lower tier Subcontracts, together with the wage rates. 45 The Contractor shall also ensure that this section, REQUIRED FEDERAL AID 46 PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier 47 Subcontractors For this purpose, upon request to the Engineer, the Contractor will be 48 provided with extra copies of the FHWA 1273, the amendments thereto, the applicable 49 wage rates, and this Special Provision. 50 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 108 1 1-07.16 Protection and Restoration of Property 2 3 1-07.16(2) Vegetation Protection and Restoration 4 5 Section 1-07.16(2) is supplemented with the following. 6 7 (August 2, 2010 WSDOT GSP) 8 Vegetation and soil protection zones for trees shall extend out from the trunk to a 9 distance of 1 foot radius for each inch of trunk diameter at breast height. 10 11 Vegetation and soil protection zones for shrubs shall extend out from the stems at 12 ground level to twice the radius of the shrub. 13 14 Vegetation and soil protection zones for herbaceous vegetation shall extend to 15 encompass the diameter of the plant as measured from the outer edge of the plant. 16 17 1-07.17 Utilities and Similar Facilities 18 19 Section 1-07.17 is supplemented with the following: 20 21 (April 2, 2007 WSDOT GSP) 22 Locations and dimensions shown in the Plans for existing facilities are in accordance with 23 available information obtained without uncovering, measuring, or other verification. 24 25 The following addresses and telephone numbers of utility companies known or suspected 26 of having facilities within the project limits are supplied for the Contractor's convenience: 27 28 *** Cascade Natural Gas 29 Roy Klein 30 701 S 1st Ave 31 Yakima, WA 98902 32 509-406-3629 33 34 Charter Communications 35 Dan Catron 36 1005 N. 16th 37 Yakima, WA 98902 38 509-728-2865 39 40 City of Yakima 41 Water/Irrigation 42 Mike Shane 43 2301 Fruitvale Blvd 44 Yakima, WA 98902 45 509-576-6480 46 47 City of Yakima 48 Wastewater/Stormwater 49 Mike Price 50 2220E Viola Avenue 51 Yakima, WA 98901 52 509-249-6815 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 21, 2018 109 1 2 Pacific Power 3 Lori Froehlich 4 500 N. Keys Road 5 Yakima, WA 98901 6 509-575-3115 7 8 9 Century Link 10 Oscar Cuevas 11 8 S. 2nd Avenue, Room 304 12 Yakima, WA 98902 13 509-575-5185 *** 14 15 (April 2, 2007 WSDOT GSP) 16 Locations and dimensions shown in the Plans for existing facilities are in accordance with 17 available information obtained without uncovering, measuring, or other verification. 18 19 Public and private utilities, or their Contractors, will furnish all work necessary to adjust, 20 relocate, replace, or construct their facilities unless otherwise provided for in the Plans or 21 these Special Provisions Such adjustment, relocation, replacement, or construction will 22 be done during the prosecution of the work for this project. It is anticipated that utility 23 adjustment, relocation, replacement or construction within the project limits will be 24 completed as follows. 25 26 *** Pacific Power — Utility Pole and Overhead Line Removal 27 Century Link — Removing Utility Lines 28 Charter Cable — Removing Utility Lines 29 City of Yakima Water/Irrigation — Meter Relocations *** 30 31 The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, 32 all affected Subcontractors, and all utility owners and their Contractors prior to beginning 33 onsite work. 34 35 The following addresses and telephone numbers of utility companies or their Contractors 36 that will be adjusting, relocating, replacing or constructing utilities within the project limits 37 are supplied for the Contractor's use 38 39 40 ***Pacific Power 41 Lori Froehlich 42 500 N. Keys Road 43 Yakima, WA 98901 44 509-575-3115 45 46 Century Link 47 Oscar Cuevas 48 8 S. 2nd Avenue, Room 304 49 Yakima, WA 98902 50 509-575-5185 51 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #: 2340 November 21, 2018 110 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 City of Yakima 2 Water/Irrigation 3 Mike Shane 4 2301 Fruitvale Blvd. 5 Yakima, WA 98902 6 509-576-6480 7 8 Charter Communications 9 Dan Catron 10 1005 N 16th 11 Yakima, WA 98902 12 (509) 728-2865*** 13 14 15 1-07.18 Public Liability and Property Damage Insurance 16 17 Delete this section in its entirety, and replace it with the following: 18 19 1-07.18 Insurance 20 (January 4, 2016 APWA GSP) 21 22 1-07.18(1) General Requirements 23 A. The Contractor shall procure and maintain the insurance described in all subsections of 24 section 1-07 18 of these Special Provisions, from insurers with a current A. M. Best 25 rating of not less than A-: VII and licensed to do business in the State of Washington 26 The Contracting Agency reserves the right to approve or reject the insurance provided, 27 based on the insurer's financial condition. 28 29 B The Contractor shall keep this insurance in force without interruption from the 30 commencement of the Contractor's Work through the term of the Contract and for thirty 31 (30) days after the Physical Completion date, unless otherwise indicated below. 32 33 C. If any insurance policy is written on a claims made form, its retroactive date, and that of 34 all subsequent renewals, shall be no later than the effective date of this Contract. The 35 policy shall state that coverage is claims made, and state the retroactive date. Claims- 36 made form coverage shall be maintained by the Contractor for a minimum of 36 months 37 following the Completion Date or earlier termination of this Contract, and the Contractor 38 shall annually provide the Contracting Agency with proof of renewal. If renewal of the 39 claims made form of coverage becomes unavailable, or economically prohibitive, the 40 Contractor shall purchase an extended reporting period ("tail") or execute another form of 41 guarantee acceptable to the Contracting Agency to assure financial responsibility for 42 liability for services performed. 43 44 D. The Contractor's Automobile Liability, Commercial General Liability and Excess or 45 Umbrella Liability insurance policies shall be primary and non-contributory insurance as 46 respects the Contracting Agency's insurance, self-insurance, or self -insured pool 47 coverage. Any insurance, self-insurance, or self -insured pool coverage maintained by the 48 Contracting Agency shall be excess of the Contractor's insurance and shall not contribute 49 with it. 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 111 1 E. The Contractor shall provide the Contracting Agency and all additional insureds with 2 written notice of any policy cancellation, within two business days of their receipt of such 3 notice 4 5 F The Contractor shall not begin work under the Contract until the required insurance has 6 been obtained and approved by the Contracting Agency 7 8 G. Failure on the part of the Contractor to maintain the insurance as required shall 9 constitute a material breach of contract, upon which the Contracting Agency may, after 10 giving five business days' notice to the Contractor to correct the breach, immediately 11 terminate the Contract or, at its discretion, procure or renew such insurance and pay any 12 and all premiums in connection therewith, with any sums so expended to be repaid to the 13 Contracting Agency on demand, or at the sole discretion of the Contracting Agency, 14 offset against funds due the Contractor from the Contracting Agency 15 16 H All costs for insurance shall be incidental to and included in the unit or lump sum prices 17 of the Contract and no additional payment will be made 18 19 1-07.18(2) Additional Insured 20 All insurance policies, with the exception of Workers Compensation, and of Professional 21 Liability and Builder's Risk (if required by this Contract) shall name the following listed 22 entities as additional insured(s) using the forms or endorsements required herein: 23 • the Contracting Agency and its officers, elected officials, employees, agents, and 24 volunteers 25 • PBS Engineering and Environmental and its employees 26 • HBB Landscape Architecture and its employees 27 The above -listed entities shall be additional insured(s) for the full available limits of liability 28 maintained by the Contractor, irrespective of whether such limits maintained by the 29 Contractor are greater than those required by this Contract, and irrespective of whether the 30 Certificate of Insurance provided by the Contractor pursuant to 1-07 18(4) describes limits 31 lower than those maintained by the Contractor. 32 33 For Commercial General Liability insurance coverage, the required additional insured 34 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 35 operations and CG 20 37 10 01 for completed operations 36 37 38 1-07.18(3) Subcontractors 39 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage 40 that complies with all applicable requirements of the Contractor -provided insurance as set 41 forth herein, except the Contractor shall have sole responsibility for determining the limits of 42 coverage required to be obtained by Subcontractors. 43 44 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 45 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by 46 that section as detaiied in 1-07 18(2) using an endorsement as least as broad as ISO CG 20 47 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations 48 49 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 50 Agency evidence of insurance and copies of the additional insured endorsements of each 51 Subcontractor of every tier as required in 1-07 18(4) Verification of Coverage 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 112 1 1-07.18(4) Verification of Coverage 2 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 3 endorsements for each policy of insurance meeting the requirements set forth herein when 4 the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to 5 demand such verification of coverage with these insurance requirements or failure of 6 Contracting Agency to identify a deficiency from the insurance documentation provided shall 7 not be construed as a waiver of Contractor's obligation to maintain such insurance. 8 9 Verification of coverage shall include: 10 1 An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 11 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 12 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may 13 submit a copy of any blanket additional insured clause from its policies instead of a 14 separate endorsement. 15 3. Any other amendatory endorsements to show the coverage required herein. 16 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 17 these requirements — actual endorsements must be submitted. 18 19 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 20 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is 21 required on this Project, a full and certified copy of that policy is required when the 22 Contractor delivers the signed Contract for the work. 23 24 1-07.18(5) Coverages and Limits 25 The insurance shall provide the minimum coverages and limits set forth below. Contractor's 26 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 27 construed to limit the liability of the Contractor to the coverage provided by such insurance, 28 or otherwise limit the Contracting Agency's recourse to any remedy available at law or in 29 equity. 30 31 All deductibles and self -insured retentions must be disclosed and are subject to approval by 32 the Contracting Agency. The cost of any claim payments falling within the deductible or self- 33 insured retention shall be the responsibility of the Contractor. In the event an additional 34 insured incurs a liability subject to any policy's deductibles or self -insured retention, said 35 deductibles or self -insured retention shall be the responsibility of the Contractor. 36 37 1-07.18(5)A Commercial General Liability 38 Commercial General Liability insurance shall be written on coverage forms at least as broad 39 as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, 40 operations, stop gap liability, independent contractors, products -completed operations, 41 personal and advertising injury, and liability assumed under an insured contract. There shall 42 be no exclusion for liability arising from explosion, collapse or underground property 43 damage. 44 45 The Commercial General Liability insurance shall be endorsed to provide a per project 46 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 47 48 Contractor shall maintain Commercial General Liability Insurance arising out of the 49 Contractor's completed operations for at least three years following Substantial Completion 50 of the Work. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 113 1 2 Such policy must provide the following minimum limits. 3 $1,000,000 Each Occurrence 4 $2,000,000 General Aggregate 5 $2,000,000 Products & Completed Operations Aggregate 6 $1,000,000 Personal & Advertising Injury each offence 7 $1,000,000 Stop Gap / Employers' Liability each accident 8 9 1-07.18(5)B Automobile Liability 10 Automobile Liability shall cover owned, non -owned, hired, and leased vehicles, and shall be 11 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the 12 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 13 endorsements. 14 15 Such policy must provide the following minimum limit: 16 $1,000,000 Combined single limit each accident 17 18 1-07.18(5)C Workers' Compensation 19 The Contractor shall comply with Workers' Compensation coverage as required by the 20 Industrial Insurance laws of the State of Washington. 21 22 1-07.23 Public Convenience and Safety 23 24 1-07.23(1) Construction Under Traffic 25 26 Section 1-07 23(1) is supplemented with the following. 27 28 (January 2, 2012) 29 Work Zone Clear Zone 30 The Work Zone Clear Zone (WZCZ) applies during working and nonworking 31 hours The WZCZ applies only to temporary roadside objects introduced by the 32 Contractor's operations and does not apply to preexisting conditions or 33 permanent Work. Those work operations that are actively in progress shall be in 34 accordance with adopted and approved Traffic Control Plans, and other contract 35 requirements 36 37 During nonworking hours equipment or materials shall not be within the WZCZ 38 unless they are protected by permanent guardrail or temporary concrete barrier 39 The use of temporary concrete barrier shall be permitted only if the Engineer 40 approves the installation and location 41 42 During actual hours of work, unless protected as described above, only 43 materials absolutely necessary to construction shall be within the WZCZ and 44 only construction vehicles absolutely necessary to construction shall be allowed 45 within the WZCZ or allowed to stop or park on the shoulder of the roadway 46 47 The Contractor's nonessential vehicles and employees private vehicles shall not 48 be permitted to park within the WZCZ at any time unless protected as described 49 above. 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 114 1 1 1 Deviation from the above requirements shall not occur unless the Contractor 2 has requested the deviation in writing and the Engineer has provided written 3 approval. 4 5 6 7 8 9 10 11 12 Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows - 'Regulatory,' _-osted:`'S`peed`L�: =r' rDistance'From:` ; TraveledWa 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2-feet beyond the outs'de edge of sidewalk Minimum Work Zone Clear Zone Distance 13 1-07.24 Rights of Way 14 (July 23, 2015 APWA GSP) 15 16 Delete this section and replace it with the following 17 18 Street Right of Way lines, limits of easements, and limits of construction permits are 19 indicated in the Plans. The Contractor's construction activities shall be confined within 20 these limits, unless arrangements for use of private property are made. 21 22 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of 23 way and easements, both permanent and temporary, necessary for carrying out the 24 work. Exceptions to this are noted in the Bid Documents or will be brought to the 25 Contractor's attention by a duly issued Addendum 26 27 Whenever any of the work is accomplished on or through property other than public 28 Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any 29 easement agreement obtained by the Contracting Agency from the owner of the private 30 property. Copies of the easement agreements may be included in the Contract 31 Provisions or made available to the Contractor as soon as practical after they have been 32 obtained by the Engineer. 33 34 Whenever easements or rights of entry have not been acquired prior to advertising, 35 these areas are so noted in the Plans. The Contractor shall not proceed with any portion 36 of the work in areas where right of way, easements or rights of entry have not been 37 acquired until the Engineer certifies to the Contractor that the right of way or easement is 38 available or that the right of entry has been received. If the Contractor is delayed due to 39 acts of omission on the part of the Contracting Agency in obtaining easements, rights of 40 entry or right of way, the Contractor will be entitled to an extension of time. The 41 Contractor agrees that such delay shall not be a breach of contract. 42 43 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This 44 includes entry onto easements and private property where private improvements must 45 be adjusted. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 115 1 2 The Contractor shall be responsible for providing, without expense or liability to the 3 Contracting Agency, any additional land and access thereto that the Contractor may 4 desire for temporary construction facilities, storage of materials, or other Contractor 5 needs. However, before using any private property, whether adjoining the work or not, 6 the Contractor shall file with the Engineer a written permission of the private property 7 owner, and, upon vacating the premises, a written release from the property owner of 8 each property disturbed or otherwise interfered with by reasons of construction pursued 9 under this contract. The statement shall be signed by the private property owner, or 10 proper authority acting for the owner of the private property affected, stating that 11 permission has been granted to use the property and all necessary permits have been 12 obtained or, in the case of a release, that the restoration of the property has been 13 satisfactorily accomplished The statement shall include the parcel number, address, 14 and date of signature. Written releases must be filed with the Engineer before the 15 Completion Date will be established. 16 17 18 19 20 1-08 PROSECUTION AND PROGRESS Add the following new section 21 1-08.0 Preliminary Matters 22 (May 25, 2006 APWA GSP) 23 24 Add the following new section: 25 26 1-08.0(1) Preconstruction Conference 27 (October 10, 2008 APWA GSP) 28 29 Prior to the Contractor beginning the work, a preconstruction conference will be held 30 between the Contractor, the Engineer and such other interested parties as may be 31 invited. The purpose of the preconstruction conference will be 32 1. To review the initial progress schedule; 33 2. To establish a working understanding among the various parties associated or 34 affected by the work, 35 3. To establish and review procedures for progress payment, notifications, approvals, 36 submittals, etc , 37 4 To establish normal working hours for the work, 38 5 To review safety standards and traffic control; and 39 6. To discuss such other related items as may be pertinent to the work. 40 41 The Contractor shall prepare and submit at the preconstruction conference the following 42 1 A breakdown of all lump sum items; 43 2 A preliminary schedule of working drawing submittals; and 44 3. A list of material sources for approval if applicable 45 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 116 1 1 Add the following new section: 2 3 1-08.0(2) Hours of Work 4 (December 8, 2014 APWA GSP) 5 6 Except in the case of emergency or unless otherwise approved by the Engineer, the 7 normal working hours for the Contract shall be any consecutive 8-hour period between 8 7:00 a.m. and 6'00 p m. Monday through Friday, exclusive of a lunch break. If the 9 Contractor desires different than the normal working hours stated above, the request 10 must be submitted in writing prior to the preconstruction conference, subject to the 11 provisions below. The working hours for the Contract shall be established at or prior to 12 the preconstruction conference. 13 14 All working hours and days are also subject to local permit and ordinance conditions (such 15 as noise ordinances). 16 17 If the Contractor wishes to deviate from the established working hours, the Contractor 18 shall submit a written request to the Engineer for consideration. This request shall state 19 what hours are being requested, and why Requests shall be submitted for review no 20 later than one prior to the day(s) the Contractor is requesting to change the hours. 21 22 If the Contracting Agency approves such a deviation, such approval may be subject to 23 certain other conditions, which will be detailed in writing. For example: 24 1. On non -Federal aid projects, requiring the Contractor to reimburse the 25 Contracting Agency for the costs in excess of straight -time costs for Contracting 26 Agency representatives who worked during such times. (The Engineer may 27 require designated representatives to be present during the work. 28 Representatives who may be deemed necessary by the Engineer include, but are 29 not limited to survey crews; personnel from the Contracting Agency's material 30 testing lab; inspectors; and other Contracting Agency employees or third party 31 consultants when, in the opinion of the Engineer, such work necessitates their 32 presence.) 33 2. Considering the work performed on Saturdays, Sundays, and holidays as working 34 days with regard to the contract time. 35 3. Considering multiple work shifts as multiple working days with respect to contract 36 time even though the multiple shifts occur in a single 24-hour period 37 4. If a 4-10 work schedule is requested and approved the non working day for the 38 week will be charged as a working day. 39 5 If Davis Bacon wage rates apply to this Contract, all requirements must be met 40 and recorded properly on certified payroll 41 42 1-08.1 Subcontracting 43 44 (May 17, 2018 APWA GSP, Option A) 45 46 The eighth and ninth paragraphs are revised to read: 47 48 The Contractor shall certify to the actual amount received from the Contracting Agency 49 and amounts paid to all firms that were used as Subcontractors, lower tier 50 subcontractors, manufacturers, regular dealers, or service providers on the Contract. 51 This includes all Disadvantaged, Minority, Small, Veteran or Women's Business N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 117 1 Enterprise firms This Certification shall be submitted to the Engineer on a monthly basis 2 each month between Execution of the Contract and Physical Completion of the Contract 3 using the application available at: https://wsdot.diversitycompliance com A monthly 4 report shall be submitted for every month between Execution of the Contract and 5 Physical Completion regardless of whether payments were made or work occurred 6 7 The Contractor shall comply with the requirements of RCW 39 04.250, 39 76.011, 8 39 76 020, and 39.76.040, in particular regarding prompt payment to Subcontractors. 9 Whenever the Contractor withholds payment to a Subcontractor for any reason including 10 disputed amounts, the Contractor shall provide notice within 10 calendar days to the 11 Subcontractor with a copy to the Contracting Agency identifying the reason for the 12 withholding and a clear description of what the Subcontractor must do to have the 13 withholding released. Retainage withheld by the Contractor prior to completion of the 14 Subcontractors work is exempt from reporting as a payment withheld and is not included 15 in the withheld amount. The Contracting Agency's copy of the notice to Subcontractor for 16 deferred payments shall be submitted to the Engineer concurrently with notification to the 17 Subcontractor 18 19 Section 1-08 1 is supplemented with -the following 20 21 (October 12, 1998 WSDOT GSP) 22 Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall 23 submit to the Engineer a certification (WSDOT Form 420-004 EF) that a written 24 agreement between the Contractor and the subcontractor or between the subcontractor 25 and any lower tier subcontractor has been executed This certification shall also 26 guarantee that these subcontract agreements include all the documents required by the 27 Special Provision Federal Agency Inspection. 28 29 A Subcontractor or lower tier Subcontractor will not be permitted to perform any work 30 under the contract until the following documents have been completed and submitted to 31 the Engineer: 32 33 1 Request to Sublet Work (Form 421-012 EF), and 34 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for 35 Federal -aid Projects (Form 420-004 EF). 36 37 The Contractor's records pertaining to the requirements of this Special Provision shall be 38 open to inspection or audit by representatives of the Contracting Agency during the life of 39 the contract and for a period of not less than three years after the date of acceptance of 40 the contract. The Contractor shall retain these records for that period The Contractor 41 shall also guarantee that these records of all Subcontractors and lower tier 42 Subcontractors shall be available and open to similar inspection or audit for the same 43 time period 44 45 1-08.1(1) Subcontract Completion and Return of Retainage Withheld 46 47 Section 1-08 1(1) is revised to read. 48 49 (August 4, 2014 WSDOT GSP) 50 The following procedures shall apply to all subcontracts entered into as a part of this 51 Contract: 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 21, 2018 118 1 i 1 Requirements 2 1. The Prime Contractor or Subcontractor shall make payment to the 3 Subcontractor not later than ten days after receipt of payment from the 4 Contracting Agency for work satisfactorily completed by the Subcontractor, 5 to the extent of each Subcontractor's interest therein. 6 7 2. Prompt and full payment of retainage from the Prime Contractor to the 8 Subcontractor shall be made within 30 days after Subcontractor's Work is 9 satisfactorily completed. 10 11 3. For purposes of this Section, a Subcontractor's work is satisfactorily 12 completed when all task and requirements of the Subcontract have been 13 accomplished and including any required documentation and material 14 testing. 15 16 4 Failure by a Prime Contractor or Subcontractor to comply with these 17 requirements may result in one or more of the following 18 19 a. Withholding of payments until the Prime Contractor or Subcontractor 20 complies 21 22 b Failure to comply shall be reflected in the Prime Contractor's 23 Performance Evaluation 24 25 c. Cancellation, Termination, or Suspension of the Contract, in whole or 26 in part 27 28 d. Other sanctions as provided by the subcontract or by law under 29 applicable prompt pay statutes. 30 31 Conditions 32 This clause does not create a contractual relationship between the Contracting 33 Agency and any Subcontractor as stated in Section 1-08 1. Also, it is not 34 intended to bestow upon any Subcontractor, the status of a third -party 35 beneficiary to the Contract between the Contracting Agency and the Contractor. 36 37 Payment 38 The Contractor will be solely responsible for any additional costs involved in 39 paying retainage to the Subcontractors. Those costs shall be incidental to the 40 respective Bid Items 41 42 1-08.3 Progress Schedule 43 44 1-08.3(2)A Type A Progress Schedule 45 (March 13, 2012 APWA GSP) 46 47 Revise this section to read: 48 49 The Contractor shall submit 5 copies of a Type A Progress Schedule no later than at the 50 preconstruction conference, or some other mutually agreed upon submittal time. The 51 schedule may be a critical path method (CPM) schedule, bar chart, or other standard 52 schedule format. Regardless of which format used, the schedule shall identify the critical N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 119 1 path The Engineer will evaluate the Type A Progress Schedule and approve or return the 2 schedule for corrections within 15 calendar days of receiving the submittal. 3 4 1-08.4 Prosecution of Work 5 6 Delete this section and replace it with the following: 7 8 1-08.4 Notice to Proceed and Prosecution of Work 9 (July 23, 2015 APWA GSP) 10 11 Notice to Proceed will be given after the contract has been executed and the contract 12 bond and evidence of insurance have been approved and filed by the Contracting 13 Agency. The Contractor shall not commence with the work until the Notice to Proceed 14 has been given by the Engineer The Contractor shall commence construction activities 15 on the project site within ten days of the Notice to Proceed Date, unless otherwise 16 approved in writing The Contractor shall diligently pursue the work to the physical 17 completion date within the time specified in the contract. Voluntary shutdown or slowing 18 of operations by the Contractor shall not relieve the Contractor of the responsibility to 19 complete the work within the time(s) specified in the contract. 20 21 When shown in the Plans, the first order of work shall be the installation of high visibility 22 fencing to delineate all areas for protection or restoration, as described in the Contract. 23 Installation of high visibility fencing adjacent to the roadway shall occur after the 24 placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). 25 Upon construction of the fencing, the Contractor shall request the Engineer to inspect the 26 fence No other work shall be performed on the site until the Contracting Agency has 27 accepted the installation of high visibility fencing, as described in the Contract. 28 29 30 1-08.5 Time for Completion 31 32 Section 1-08.5 is supplemented with the following 33 34 (March 13, 1995) 35 This project shall be physically completed within *** 160 *** working days 36 37 1-09 Measurement and Payment 38 39 1-09.6 Force Account 40 (October 10, 2008 APWA GSP) 41 42 Supplement this section with the following 43 44 The Contracting Agency has estimated and included in the Proposal, dollar amounts for 45 all items to be paid per force account, only to provide a common proposal for Bidders All 46 such dollar amounts are to become a part of Contractor's total bid. However, the 47 Contracting Agency does not warrant expressly or by implication, that the actual amount 48 of work will correspond with those estimates. Payment will be made on the basis of the 49 amount of work actually authorized by Engineer 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 120 1 1-09.8 Payment For Material On Hand 2 3 The last paragraph of Section 1-09 8 is revised to read* 4 5 (August 3, 2009 WSDOT GSP) 6 The Contracting Agency will not pay for material on hand when the invoice cost is Tess 7 than $2,000. As materials are used in the work, credits equaling the partial payments for 8 them will be taken on future estimates Each month, no later than the estimate due date, 9 the Contractor shall submit a letter to the Project Engineer that clearly states: 1) the 10 amount originally paid on the invoice (or other record of production cost) for the items on 11 hand, 2) the dollar amount of the material incorporated into each of the various work items 12 for the month, and 3) the amount that should be retained in material on hand items. If 13 work is performed on the items and the Contractor does not submit a letter, all of the 14 previous material on hand payment will be deducted on the estimate. Partial payment for 15 materials on hand shall not constitute acceptance. Any material will be rejected if found 16 to be faulty even if partial payment for it has been made 17 18 Retainage 19 20 Section 1-09.9(1) content and title is deleted and replaced with the following: 21 22 (June 27, 2011 WSDOT GSP) 23 Vacant 24 25 1-10 Temporary Traffic Control 26 27 1-10.2 Traffic Control Management 28 29 1-10.2(1) General 30 31 Section 1-10.2(1) is supplemented with the following: 32 33 (January 3, 2017 WSDOT GSP) 34 Only training with WSDOT TCS card and WSDOT training curriculum is recognized 35 in the State of Washington. The Traffic Control Supervisor shall be certified by one 36 of the following: 37 38 The Northwest Laborers -Employers Training Trust 39 27055 Ohio Ave. 40 Kingston, WA 98346 41 (360) 297-3035 42 43 Evergreen Safety Council 44 12545 135th Ave NE 45 Kirkland, WA 9034-8709 46 1-800-521-0778 47 48 The American Traffic Safety Services Association 49 15 Riverside Parkway, Suite 100 50 Fredericksburg, Virginia 22406-1022 51 Training Dept. Toll Free (877) 642-4637 52 Phone. (540) 368-1701 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ. #: 2340 November 21, 2018 121 1 2 1-10.4 Measurement 3 4 1-10.4(1) Lump Sum Bid for Project (No Unit Items) 5 6 Section 1-10.4(1) is supplemented with the following: 7 8 (August 2, 2004 WSDOT GSP) 9 The proposal contains the item "Project Temporary Traffic Control", lump sum The 10 provisions of Section 1-10.4(1) shall apply 11 12 1-10.4(3) Reinstating Unit Items With Lump Sum Traffic Control 13 14 Section 1-10 4(3) is supplemented with the following 15 16 (August 2, 2004 WSDOT GSP) 17 The bid proposal contains the item "Project Temporary Traffic Control," lump sum and 18 the additional temporary traffic control items listed below. The provisions of Section 19 1-10 4(1), Section 1-10.4(3), and Section 1-10 5(3) shall apply 20 21 *** "Traffic Control Supervisor" 22 "Flaggers and Spotters" 23 "Construction Signs Class A" 24 "Portable Changeable Message Sign" *** N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 122 1 Division 2 2 Earthwork 3 4 2-01 Clearing, Grubbing, and Roadside Cleanup 5 6 2-01.1 Description 7 8 Section 2-01.1 is supplemented with the following: 9 10 (March 13, 1995 WSDOT GSP) 11 Clearing and grubbing on this project shall be performed within the following limits: 12 13 *** All areas inside of the project limits located between the existing back of sidewalk 14 and to the cut and fill lines as identified on the Grading and Erosion Control plan 15 sheets in the construction plans. *** 16 17 (******) 18 Clearing and grubbing shall include the removal of trees as called for in the plans. 19 20 2-02 Removal of Structures and Obstructions 21 22 2-02.1 Description 23 24 Section 2-02.1 is supplemented with the following: 25 26 (******) 27 This work includes the removal of storm pipe and water pipe to be removed as noted in 28 plans, water valves and luminaires. Removal of the above items include the following 29 quantities: 30 31 Description Unit of Measure Quantity 32 33 Removing Water Valves 16 EA 34 Pipe Removal 1350 LF Removal of Luminaire 8 EA 35 36 37 2-02.3 Construction Requirements 38 39 Section 2-02.3 is supplemented with the following 40 41 (******) 42 When removing of manholes and drainage structures, the Contractor shall cut existing 43 storm pipes and plug ends per requirements in Section 7-08. Remaining storm pipe shall 44 be abandoned in place. 45 46 (******) 47 Removal of Fence 48 Fences that are damaged due to the Contractor's operations shall be repaired or replaced 49 by the Contractor at no additional cost to the Contracting Agency and to the satisfaction 50 of the Engineer. Fence shall become property of the Contractor upon removal. 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 123 1 2 (******) 3 Removing Water Valves 4 When removing water valves the Contractor shall: 5 6 1. Where a valve is in an abandoned line, remove valve and plug ends of line per 7 Section 7-08 3(4) 8 2 Where a valve is in an abandoned line that is being removed, remove valve with 9 pipe 10 3. Fill cavities left by the removal of valves. The fill shall match the level of 11 surrounding ground. Fill within the slopes of the Roadbed shall be compacted to 12 meet the requirements of Section 2-03.3(14)C, Method B 13 14 (******) 15 Removal of Fire Hydrants 16 When removing fire hydrants the Contractor shall: 17 18 1. Remove the entire fire hydrant assembly. Fire hydrant assemblies shall become 19 property of the City upon removal 20 2 Fill cavities left by the removal of valves The fill shall match the level of 21 surrounding ground Fill within the slopes of the Roadbed shall be compacted to 22 meet the requirements of Section 2-03 3(14)C, Method B 23 24 Removal of Bridges, Box Culverts, and Other Drainage Structures 25 26 Section 2-02 3(2) is supplemented with the following: 27 28 (******) 29 Remove drainage structures and manholes where shown on the Plans or as 30 designated by the Engineer Where structures are removed, the Contractor shall 31 backfill the voids with suitable material and compacted as designated by the Engineer 32 for installation of new structure 33 34 35 2-02.4 Measurement 36 37 Section 2-02.4 is supplemented with the following: 38 39 (******) 40 The removal of the items listed in Section 2-02 1 shall be measured as described in that 41 section and will be considered part of the lump sum item of "Removal of Structure and 42 Obstructions" 43 44 Removal of fire hydrants will be measured per each. 45 46 All costs associated with furnishing and installing gravel backfill to match the level of 47 surrounding ground shall be included in the unit Contract price for the item removed. 48 49 Removal of fence will be measured per linear foot. 50 51 Measurement of sawcutting will be by the linear foot of completed sawcut, regardless of 52 depth N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 124 1 2 3 Removal of drainage structures will be measured per each. 4 5 Removal of manholes will be measured per each. 6 7 2-02.5 Payment 8 9 Section 2-02.5 is supplemented with the following: 10 11 (******) 12 "Removing Fire Hydrant", per each. 13 14 "Removing Fence", per linear foot. 15 16 "Removing Drainage Structure", per each 17 18 "Removing Manhole", per each. 19 20 "Sawcut", per linear foot. 21 22 Removal of Luminaires will be paid for under "Illumination System" per Section 8-20 of 23 the Special Provisions. 24 25 26 2-03 Roadway Excavation and Embankment 27 28 2-03.3 Construction Requirements 29 30 Section 2-03.3 is supplemented with the following: 31 32 (******) 33 Where concrete panels are located, roadway excavations is to the bottom of the slab. A 34 Limited Pavement Study was performed by Hart Crowser, Inc. which summarizes existing 35 concrete panel pavement depths and can be found in the bid documents. All other areas 36 for roadway excavation will be constructed as shown in Plans. 37 38 2-03.4 Measurement 39 40 Section 2-03.4 is supplemented with the following: 41 42 (March 13, 1995 WSDOT GSP) 43 Only one determination of the original ground elevation will be made on this project. 44 Measurement for roadway excavation and embankment will be based on the original 45 ground elevations recorded previous to the award of this contract. Control stakes will be 46 set during construction to provide the Contractor with all essential information for the 47 construction of excavation and embankments 48 49 If discrepancies are discovered in the ground elevations which will materially affect the 50 quantities of earthwork, the original computations of earthwork quantities will be adjusted 51 accordingly 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 21, 2018 125 1 Earthwork quantities will be computed, either manually or by means of electronic data 2 processing equipment, by use of the average end area method or by the finite element 3 analysis method utilizing digital terrain modeling techniques 4 5 Copies of the ground cross-section notes will be available for the bidder's inspection, 6 before the opening of bids, at the Project Engineer's office and at the Region office. 7 8 Upon award of the contract, copies of the original ground cross -sections will be furnished 9 to the successful bidder on request to the Project Engineer 10 11 2-07 Watering 12 13 2-07.3 Construction Requirements 14 15 Add the following new section. 16 17 (2017 COY GSP) 18 2-07.3(A) Water Supplied From Hydrants 19 20 The Contractor shall contact the City of Yakima Water/Irrigation Division to secure a 21 metered hydrant connection and comply with all requirements before obtaining water from 22 fire hydrants The Contractor shall notify the Engineer as soon as permit has been 23 obtained. 24 25 The contractor shall only use hydrant wrenches to operate hydrants The hydrant valve 26 must be open full, since a partially opened valve may cause damage to the hydrant. The 27 auxiliary valve on the outlet of the metered hydrant connection shall be used with for flow 28 control purposes Fire hydrant valves must be closed slowly to avoid pressure surges in 29 the water system The Contractor shall carefully note the importance of following these 30 directions 31 32 If a hydrant or metered connection is damaged, the Contractor shall immediately notify 33 the City of Yakima Water/Irrigation Division so that the damage can be repaired as quickly 34 as possible 35 36 Upon completing the use of the hydrants, the Contractor shall return the metered hydrant 37 connection The City of Yakima Water/Irrigation Division may inspect the hydrant for any 38 possible damage. The contractor will be billed for repairing the damage to a hydrant or 39 meter if resulting from improper use. 40 41 The contractor shall convey the water from the nearest convenient hydrant at their own 42 expense and as approved by the City of Yakima Water/Irrigation Division. The contractor 43 shall be responsible for all costs associated with the use of the hydrant, including rental 44 fees and metered water use 45 46 Any violation of these requirements may result in fines and damage costs to the contractor 47 resulting from the malfunctioning of damaged fire hydrants, in the event of fire. 48 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 126 1 Division 5 2 Surface Treatments and Pavements 3 4 5-04 Hot Mix Asphalt 5 (July 18, 2018 APWA GSP) 6 7 Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 8 9 5-04.1 Description 10 This Work shall consist of providing and placing one or more layers of plant -mixed hot 11 mix asphalt (HMA) on a prepared foundation or base in accordance with these 12 Specifications and the lines, grades, thicknesses, and typical cross -sections shown 13 in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes 14 in accordance with these Specifications. WMA processes include organic additives, 15 chemical additives, and foaming 16 17 HMA shall be composed of asphalt binder and mineral materials as may be required, 18 mixed in the proportions specified to provide a homogeneous, stable, 19 and workable mixture. 20 21 5-04.2 Materials 22 Materials shall meet the requirements of the following sections: 23 Asphalt Binder 9-02.1(4) 24 Cationic Emulsified Asphalt 9-02.1(6) 25 Anti -Stripping Additive 9-02.4 26 HMA Additive 9-02.5 27 Aggregates 9-03.8 28 Recycled Asphalt Pavement 9-03.8(3)B 29 Mineral Filler 9-03.8(5) 30 Recycled Material 9-03.21 31 Portland Cement 9-01 32 Sand 9-03.1(2) 33 (As noted in 5-04.3(5)C for crack sealing) 34 Joint Sealant 9-04.2 35 Foam Backer Rod 9-04.2(3)A 36 The Contract documents may establish that the various mineral materials required for 37 the manufacture of HMA will be furnished in whole or in part by the Contracting Agency 38 If the documents do not establish the furnishing of any of these mineral materials by the 39 Contracting Agency, the Contractor shall be required to furnish such materials in the 40 amounts required for the designated mix. Mineral materials include coarse and fine 41 aggregates, and mineral filler. 42 43 The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production 44 of HMA. The RAP may be from pavements removed under the Contract, if any, or 45 pavement material from an existing stockpile. 46 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 127 1 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional 2 sampling or testing of the RAP The RAP shall be sampled and tested at a frequency of 3 one sample for every 1,000 tons produced and not less than ten samples per project. 4 The asphalt content and gradation test data shall be reported to the Contracting Agency 5 when submitting the mix design for approval on the QPL The Contractor shall include 6 the RAP as part of the mix design as defined in these Specifications. 7 8 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt 9 binder from different sources is not permitted. 10 11 The Contractor may only use warm mix asphalt (WMA) processes in the production of 12 HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to 13 the Engineer for approval the process that is proposed and how it will be used in the 14 manufacture of HMA 15 16 Production of aggregates shall comply with the requirements of Section 3-01 17 Preparation of stockpile site, the stockpiling of aggregates, and the removal of 18 aggregates from stockpiles shall comply with the requirements of Section 3-02 19 20 5-04.2(1) How to Get an HMA Mix Design on the QPL 21 If the contractor wishes to submit a mix design for inclusion in the Qualified Products List 22 (QPL), please follow the WSDOT process outlined in Standard Specification 5-04 2(1) 23 24 5-04.2(1)A Vacant 25 26 5-04.2(2) Mix Design — Obtaining Project Approval 27 No paving shall begin prior to the approval of the mix design by the Engineer 28 29 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA 30 in the contract documents 31 32 Commercial evaluation will be used for Commercial HMA and for other classes of HMA 33 in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, 34 gores, prelevel, and pavement repair Other nonstructural applications of HMA accepted 35 by commercial evaluation shall be as approved by the Project Engineer Sampling and 36 testing of HMA accepted by commercial evaluation will be at the option of the Project 37 Engineer The Proposal quantity of HMA that is accepted by commercial evaluation will 38 be excluded from the quantities used in the determination of nonstatistical evaluation 39 40 Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor 41 shall provide one of the following mix design verification certifications for Contracting 42 Agency review; 43 44 • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or 45 one of the mix design verification certifications listed below 46 • The proposed HMA mix design on WSDOT Form 350-042 with the seal and 47 certification (stamp & sig-nature) of a valid licensed Washington State 48 Professional Engineer N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 21, 2018 128 1 • The Mix Design Report for the proposed HMA mix design developed by a 2 qualified City or County laboratory that is within one year of the approval date.** 3 4 The mix design shall be performed by a lab accredited by a national authority such as 5 Laboratory Accredita-tion Bureau, L-A-B for Construction Materials Testing, The 6 Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO 7 Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO. 8 resource proficiency sample program. 9 10 Mix designs for HMA accepted by Nonstatistical evaluation shall, 11 12 • Have the aggregate structure and asphalt binder content determined,in 13 accordance with WSDOT Standard Operating Procedure 732 and meet the 14 requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and 15 stripping are at the discretion of the Engineer, and 9-03.8(6). 16 • Have anti -strip requirements, if any, for the proposed mix design determined in 17 accordance with AASHTO T 283 or T 324, or based on historic anti -strip and 18 aggregate source compatibility from previous WSDOT lab testing. 19 20 At the discretion of the Engineer, agencies may accept verified mix designs older than 12 21 months from the original verification date with a certification from the Contractor that the 22 materials and sources are the same as those shown on the original mix design 23 24 Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be 25 based on a review of the Contractor's submittal of WSDOT Form 350-042 (For 26 commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the 27 current WSDOT QPL or from one of the processes allowed by this section. Testing of the 28 HMA by the Contracting Agency for mix design approval is not required. 29 30 For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and 31 design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 32 33 5-04.2(2)B Using Warm Mix Asphalt Processes 34 The Contractor may elect to use additives that reduce the optimum mixing temperature 35 or serve as a compaction aid for producing HMA. Additives include organic additives, 36 chemical additives and foaming processes The use of Additives is subject to the 37 following 38 39 • Do not use additives that reduce the mixing temperature more than allowed in 40 Section 5-04.3(6) in the production of mixtures. 41 • Before using additives, obtain the Engineer's approval using WSDOT Form 350- 42 076 to describe the proposed additive and process. 43 44 5-04.3 Construction Requirements 45 46 5-04.3(1) Weather Limitations 47 Do not place HMA for wearing course on any Traveled Way beginning October 1st 48 through March 31 st of the following year without written concurrence from the Engineer. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 129 1 1 2 Do not place HMA on any wet surface, or when the average surface temperatures are 3 less than those specified below, or when weather conditions otherwise prevent the 4 proper handling or finishing of the HMA 5 6 Minimum Surface Temperature for Pavin Compacted Thickness (Feet) Wearing Course Other Courses Less than 0 10 55°F 45°F 0 10 to .20 45°F 35°F More than 0.20 35°F 35°F 7 8 5-04.3(2) Paving Under Traffic 9 When the Roadway being paved is open to traffic, the requirements of this Section 10 shall apply 11 12 The Contractor shall keep intersections open to traffic at all times except when paving 13 the intersection or paving across the intersection. During such time, and provided that 14 there has been an advance warning to the public, the intersection may be closed for the 15 minimum time required to place and compact the mixture In hot weather, the Engineer 16 may require the application of water to the pavement to accelerate the finish rolling of the 17 pavement and to shorten the time required before reopening to traffic. 18 19 Before closing an intersection, advance warning signs shall be placed and signs shall 20 also be placed marking the detour or alternate route 21 22 During paving operations, temporary pavement markings shall be maintained throughout 23 the project. Temporary pavement markings shall be installed on the Roadway prior to 24 opening to traffic Temporary pavement markings shall be in accordance with Section 8- 25 23 26 27 All costs in connection with performing the Work in accordance with these requirements, 28 except the cost of temporary pavement markings, shall be included in the unit Contract 29 prices for the various Bid items involved in the Contract. 30 31 5-04.3(3) Equipment 32 33 5-04.3(3)A Mixing Plant 34 Plants used for the preparation of HMA shall conform to the following requirements 35 36 1 Equipment for Preparation of Asphalt Binder — Tanks for the storage of 37 asphalt binder shall be equipped to heat and hold the material at the required 38 temperatures. The heating shall be accomplished by steam coils, electricity, or N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ it. 3715 - COY PROJ #• 2340 November 21, 2018 130 1 other approved means so that no flame shall be in contact with the storage tank. 2 The circulating system for the asphalt binder shall be designed to ensure proper 3 and continuous circulation during the operating period. A valve for the purpose of 4 sampling the asphalt binder shall be placed in either the storage tank or in the 5 supply line to the mixer. 6 2 Thermometric Equipment — An armored thermometer, capable of detecting 7 temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder 8 feed line at a location near the charging valve at the mixer unit. The thermometer 9 location shall be convenient and safe for access by Inspectors. The plant shall 10 also be equipped with an approved dial -scale thermometer, a mercury actuated 11 thermometer, an electric pyrometer, or another approved thermometric 12 instrument placed at the discharge chute of the drier to automatically register or 13 indicate the temperature of the heated aggregates. This device shall be in full 14 view of the plant operator. 15 3. Heating of Asphalt Binder — The temperature of the asphalt binder shall not 16 exceed the maximum recommended by the asphalt binder manufacturer nor shall 17 it be below the minimum temperature required to maintain the asphalt binder in a 18 homogeneous state The asphalt binder shall be heated in a manner that will 19 avoid local variations in heating. The heating method shall provide a continuous 20 supply of asphalt binder to the mixer at a uniform average temperature with no 21 individual variations exceeding 25°F. Also, when a WMA additive is included in 22 the asphalt binder, the temperature of the asphalt binder shall not exceed the 23 maximum recommended by the manufacturer of the WMA additive. 24 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped 25 with a mechanical sampler for the sampling of the mineral materials. The 26 mechanical sampler shall meet the requirements of Section 1-05.6 for the 27 crushing and screening operation The Contractor shall provide for the setup and 28 operation of the field testing facilities of the Contracting Agency as provided for in 29 Section 3-01.2(2). 30 5 Sampling HMA — The HMA plant shall provide for sampling HMA by one of the 31 following methods' 32 a. A mechanical sampling device attached to the HMA plant. 33 b. Platforms or devices to enable sampling from the hauling vehicle without 34 entering the hauling vehicle. 35 36 5-04.3(3)B Hauling Equipment 37 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a 38 cover of canvas or other suitable material of sufficient size to protect the mixture from 39 adverse weather Whenever the weather conditions during the work shift include, or are 40 forecast to include, precipitation or an air temperature less than 45°F or when time from 41 loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect 42 the HMA. 43 44 The contractor shall provide an environmentally benign means to prevent the HMA 45 mixture from adhering to the hauling equipment. Excess release agent shall be drained 46 prior to filling hauling equipment with HMA. Petroleum derivatives or other coating 47 material that contaminate or alter the characteristics of the HMA shall not be used. For 48 live bed trucks, the conveyer shall be in operation during the process of applying the 49 release agent. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 131 1 2 5-04.3(3)C Pavers 3 HMA pavers shall be self-contained, power -propelled units, provided with an internally 4 heated vibratory screed and shall be capable of spreading and finishing courses of HMA 5 plant mix material in lane widths required by the paving section shown in the Plans 6 7 The HMA paver shall be in good condition and shall have the most current equipment 8 available from the manufacturer for the prevention of segregation of the HMA mixture 9 installed, in good condition, and in working order. The equipment certification shall list 10 the make, model, and year of the paver and any equipment that has been retrofitted. 11 12 The screed shall be operated in accordance with the manufacturer's recommendations 13 and shall effectively produce a finished surface of the required evenness and texture 14 without tearing, shoving, segregating, or gouging the mixture A copy of the 15 manufacturer's recommendations shall be provided upon request by the Contracting 16 Agency Extensions will be allowed provided they produce the same results, including 17 ride, density, and surface texture as obtained by the primary screed Extensions without 18 augers and an internally heated vibratory screed shall not be used in the Traveled Way. 19 20 When specified in the Contract, reference lines for vertical control will be required Lines 21 shall be placed on both outer edges of the Traveled Way of each Roadway Horizontal 22 control utilizing the reference line will be permitted. The grade and slope for intermediate 23 lanes shall be controlled automatically from reference lines or by means of a mat 24 referencing device and a slope control device. When the finish of the grade prepared for 25 paving is superior to the established tolerances and when, in the opinion of the Engineer, 26 further improvement to the line, grade, cross-section, and smoothness can best be 27 achieved without the use of the reference line, a mat referencing device may be 28 substituted for the reference line Substitution of the device will be subject to the 29 continued approval of the Engineer A joint matcher may be used subject to the approval 30 of the Engineer. The reference line may be removed after the completion of the first 31 course of HMA when approved by the Engineer. Whenever the Engineer determines that 32 any of these methods are failing to provide the necessary vertical control, the reference 33 lines will be reinstalled by the Contractor 34 35 The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and 36 accessories necessary for satisfactory operation of the automatic control equipment. 37 38 If the paving machine in use is not providing the required finish, the Engineer may 39 suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled 40 on the pavement shall be thoroughly removed before paving proceeds 41 42 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle 43 A Material Transfer Device/Vehicle (MTDN) shall only be used with the Engineer's 44 approval, unless other -wise required by the contract. 45 46 Where an MTDN is required by the contract, the Engineer may approve paving without 47 an MTDN, at the request of the Contractor The Engineer will determine if an equitable 48 adjustment in cost or time is due N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 132 i 1 2 When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and 3 prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a 4 uniform temperature throughout the mixture If a windrow elevator is used, the length of 5 the windrow may be limited in urban areas or through intersections, at the discretion of 6 the Engineer 7 8 To be approved for use, an MTV: 9 10 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 11 2. Shall not be connected to the hauling vehicle or paver. 12 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow 13 4. Shall mix the HMA after delivery by the hauling equipment and prior to 14 placement into the paving machine. 15 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 16 mixture. 17 18 To be approved for use, an MTD: 19 20 1. Shall be positively connected to the paver. 21 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 22 3. Shall mix the HMA after delivery by the hauling equipment and prior to 23 placement into the paving machine. 24 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 25 mixture. 26 27 5-04.3(3)E Rollers 28 Rollers shall be of the steel wheel, vibratory, oscilatory, or pneumatic tire type, in good 29 condition and capable of reversing without backlash. Operation of the roller shall be in 30 accordance with the manufacturer's recommendations. When ordered by the Engineer 31 for any roller planned for use on the project, the Contractor shall provide a copy of the 32 manufacturer's recommendation for the use of that roller for compaction of HMA. The 33 number and weight of rollers shall be sufficient to compact the mixture in compliance 34 with the requirements of Section 5-04.3(10). The use of equipment that results in 35 crushing of the aggregate will not be permitted Rollers producing pickup, washboard, 36 uneven compaction of the surface, displacement of the mixture or other undesirable 37 results shall not be used. 38 39 5-04.3(4) Preparation of Existing Paved Surfaces 40 When the surface of the existing pavement or old base is irregular, the Contractor shall 41 bring it to a uniform grade and cross-section as shown on the Plans or approved by the 42 Engineer 43 44 Preleveling of uneven or broken surfaces over which HMA is to be placed may be 45 accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as 46 approved by the Engineer. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 133 1 2 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may 3 require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to 4 avoid bridging across preleveled areas by the compaction equipment. Equipment used 5 for the compaction of preleveling HMA shall be approved by the Engineer 6 7 Before construction of HMA on an existing paved surface, the entire surface of the 8 pavement shall be clean All fatty asphalt patches, grease drippings, and other 9 objectionable matter shall be entirely removed from the existing pavement. All 10 pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement 11 grindings, and other foreign matter. All holes and small depressions shall be filled with an 12 appropriate class of HMA. The surface of the patched area shall be leveled and 13 compacted thoroughly Prior to the application of tack coat, or paving, the condition of 14 the surface shall be approved by the Engineer. 15 16 A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA 17 is to be placed or abutted; except that tack coat may be omitted from clean, newly paved 18 surfaces at the discretion of the Engineer Tack coat shall be uniformly applied to cover 19 the existing pavement with a thin film of residual asphalt free of streaks and bare spots at 20 a rate between 0.02 and 0 10 gallons per square yard of retained asphalt. The rate of 21 application shall be approved by the Engineer A heavy application of tack coat shall be 22 applied to all joints. For Roadways open to traffic, the application of tack coat shall be 23 limited to surfaces that will be paved during the same working shift. The spreading 24 equipment shall be equipped with a thermometer to indicate the temperature of the tack 25 coat material 26 27 Equipment shall not operate on tacked surfaces until the tack has broken and cured. If 28 the Contractor's operation damages the tack coat it shall be repaired prior to placement 29 of the HMA. 30 31 The tack coat shall be CSS-1, or CSS-1 h emulsified asphalt. The CSS-1 and CSS-1 h 32 emulsified asphalt may be diluted once with water at a rate not to exceed one part water 33 to one part emulsified asphalt. The tack coat shall have sufficient temperature such that 34 it may be applied uniformly at the specified rate of application and shall not exceed the 35 maximum temperature recommended by the emulsified asphalt manufacturer. 36 37 5-04.3(4)A Crack Sealing 38 39 5-04.3(4)A1 General 40 When the Proposal includes a pay item for crack sealing, seal all cracks'/4 inch in width 41 and greater. 42 43 Cleaning Ensure that cracks are thoroughly clean, dry and free of all loose and foreign 44 material when filling with crack sealant material Use a hot compressed air lance to dry 45 and warm the pavement surfaces within the crack immediately prior to filling a crack with 46 the sealant material. Do not overheat pavement. Do not use direct flame dryers Routing 47 cracks is not required. 48 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 21, 2018 134 1 Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the 2 components and pour the mixture into the cracks until full Add additional CSS-1 cationic 3 emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will 4 completely fill the cracks. Strike off the sand slurry flush with the existing pavement 5 surface and allow the mixture to cure. Top off cracks that were not completely filled with 6 additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. 7 8 The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, 9 approximately 2 percent portland cement, water (if required), and the remainder clean 10 Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly 11 mixed and then poured into the cracks and joints until full. The following day, any cracks 12 or joints that are not completely filled shall be topped off with additional sand slurry. After 13 the sand slurry is placed, the filler shall be struck off flush with the existing pavement 14 surface and allowed to cure. The HMA overlay shall not be placed until the slurry has 15 fully cured. The requirements of Section 1-06 will not apply to the portland cement and 16 sand used in the sand slurry. 17 18 In areas where HMA will be placed, use sand slurry to fill the cracks. 19 20 In areas where HMA will not be placed, fill the cracks as follows: 21 22 1. Cracks'/4 inch to 1 inch in width - fill with hot poured sealant. 23 2. Cracks greater than 1 inch in width — fill with sand slurry. 24 25 Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the 26 material in accordance with these requirements and the manufacturer's 27 recommendations Furnish a Type 1 Working Drawing of the manufacturer's product 28 information and recommendations to the Engineer prior to the start of work, including the 29 manufacturer's recommended heating time and temperatures, allowable storage time 30 and temperatures after initial heating, allowable reheating criteria, and application 31 temperature range Confine hot poured sealant material within the crack. Clean any 32 overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the 33 Contractor's method of sealing the cracks with hot poured sealant results in an excessive 34 amount of material on the pavement surface, stop and correct the operation to eliminate 35 the excess material. 36 37 5-04.3(4)A2 Crack Sealing Areas Prior to Paving 38 In areas where HMA will be placed, use sand slurry to fill the cracks. 39 40 5-04.3(4)A3 Crack Sealing Areas Not to be Paved 41 In areas where HMA will not be placed, fill the cracks as follows: 42 43 A. Cracks'/4 inch to 1 inch in width - fill with hot poured sealant. 44 B. Cracks greater than 1 inch in width — fill with sand slurry 45 46 5-04.3(4)B Vacant 47 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 135 1 5-04.3(4)C Pavement Repair 2 The Contractor shall excavate pavement repair areas and shall backfill these with HMA 3 in accordance with the details shown in the Plans and as marked in the field. The 4 Contractor shall conduct the excavation operations in a manner that will protect the 5 pavement that is to remain. Pavement not designated to be removed that is damaged as 6 a result of the Contractor's operations shall be repaired by the Contractor to the 7 satisfaction of the Engineer at no cost to the Contracting Agency The Contractor shall 8 excavate only within one lane at a time unless approved otherwise by the Engineer The 9 Contractor shall not excavate more area than can be completely finished during the 10 same shift, unless approved by the Engineer. 11 12 Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth 13 of 1.0 feet. The Engineer will make the final determination of the excavation depth 14 required The minimum width of any pavement repair area shall be 40 inches unless 15 shown otherwise in the Plans Before any excavation, the existing pavement shall be 16 sawcut or shall be removed by a pavement grinder. Excavated materials will become the 17 property of the Contractor and shall be disposed of in a Contractor -provided site off the 18 Right of Way or used in accordance with Sections 2-02 3(3) or 9-03.21. 19 20 Asphalt for tack coat shall be required as specified in Section 5-04 3(4) A heavy I 21 application of tack coat shall be applied to all surfaces of existing pavement in the 22 pavement repair area 23 I 24 Placement of the HMA backfill shall be accomplished in lifts not to exceed 0 35-foot 25 compacted depth Lifts that exceed 0 35-foot of compacted depth may be accomplished 26 with the approval of the Engineer. Each lift shall be thoroughly compacted by a I 27 mechanical tamper or a roller 28 29 5-04.3(5) Producing/Stockpiling Aggregates and RAP I 30 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02 31 Sufficient storage space shall be provided for each size of aggregate and RAP. Materials 32 shall be removed from stockpile(s) in a manner to ensure minimal segregation when 33 being moved to the HMA plant for processing into the final mixture Different aggregate 34 sizes shall be kept separated until they have been delivered to the HMA plant. 35 I 36 5-04.3(5)A Vacant 37 38 5-04.3(6) Mixing 39 After the required amount of mineral materials, asphalt binder, recycling agent and anti- 40 stripping additives have been introduced into the mixer the HMA shall be mixed until 41 complete and uniform coating of the particles and thorough distribution of the asphalt I 42 binder throughout the mineral materials is ensured. 43 44 When discharged, the temperature of the HMA shall not exceed the optimum mixing I 45 temperature by more than 25°F as shown on the reference mix design report or as 46 approved by the Engineer. Also, when a WMA additive is included in the manufacture of 47 HMA, the discharge temperature of the HMA shall not exceed the maximum I 48 recommended by the manufacturer of the WMA additive. A maximum water content of 2 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 136 1 percent in the mix, at discharge, will be allowed providing the water causes no problems 2 with handling, stripping, or flushing. If the water in the HMA causes any of these 3 problems, the moisture content shall be reduced as directed by the Engineer. 4 5 Storing or holding of the HMA in approved storage facilities will be permitted with 6 approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. 7 HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be 8 disposed of by the Contractor at no expense to the Contracting Agency. The storage 9 facility shall have an accessible device located at the top of the cone or about the third 10 point. The device shall indicate the amount of material in storage. No HMA shall be 11 accepted from the storage facility when the HMA in storage is below the top of the cone 12 of the storage facility, except as the storage facility is being emptied at the end of the 13 working shift. 14 15 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior 16 to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is 17 evidence of the recycled asphalt pavement not breaking down during the heating and 18 mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until 19 changes have been approved by the Engineer. After the required amount of mineral 20 materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into 21 the mixer the HMA shall be mixed until complete and uniform coating of the particles and 22 thorough distribution of the asphalt binder throughout the mineral materials, and RAP is 23 ensured. 24 25 5-04.3(7) Spreading and Finishing 26 The mixture shall be laid upon an approved surface, spread, and struck off to the grade 27 and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used 28 to distribute the mixture. Unless otherwise directed by the Engineer, the nominal 29 compacted depth of any layer of any course shall not exceed the following: 30 31 HMA Class 1" 0.35 feet 32 HMA Class 3/4" and HMA Class'/2" 33 wearing course 0.30 feet 34 other courses 0.35 feet 35 HMA Class %" 0 15 feet 36 37 On areas where irregularities or unavoidable obstacles make the use of mechanical 38 spreading and finishing equipment impractical, the paving may be done with other 39 equipment or by hand 40 41 When more than one JMF is being utilized to produce HMA, the material produced for 42 each JMF shall be placed by separate spreading and compacting equipment. The 43 intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA 44 placed during a work shift shall conform to a single JMF established for the class of HMA 45 specified unless there is a need to make an adjustment in the JMF. 46 47 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 137 1 For HMA accepted by nonstatistical evaluation the aggregate properties of sand 2 equivalent, uncompacted void content and fracture will be evaluated in accordance with 3 Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial 4 evaluation will be at the option of the Engineer 5 6 5-04.3(9) HMA Mixture Acceptance 7 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation 8 9 Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial 10 Evaluation is specified 11 12 Commercial evaluation will be used for Commercial HMA and for other classes of HMA 13 in the following applications sidewalks, road approaches, ditches, slopes, paths, trails, 14 gores, prelevel, temporary pavement, and pavement repair. Other nonstructural 15 applications of HMA accepted by commercial evaluation shall be as approved by the 16 Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the 17 option of the Engineer. 18 19 The mix design will be the initial JMF for the class of HMA. The Contractor may request a 20 change in the JMF Any adjustments to the JMF will require the approval of the Engineer 21 and may be made in accordance with this section. 22 23 HMA Tolerances and Adjustments 24 1. Job Mix Formula Tolerances — The constituents of the mixture at the time of 25 acceptance shall be within tolerance The tolerance limits will be established as 26 follows 27 28 29 30 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values These values will also be the Upper Specification Limit (USL) and Lower Specification Limit ( Property Non -Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0 5% +/- 0 7% Air Voids, Va 2.5% min and 5 5% max N/A 31 For Aggregates in the mixture 32 a First, determine preliminary upper and lower acceptance limits by applying the 33 following t Aggregate Percent Passing Non -Statistical Evaluation Commercial Evaluation 1", 3/4", '/3", and 3/8" sieves +/- 6% +/- 8% No 4 sieve +/-6% +/- 8% No 8 Sieve +/- 6% +/-8% No 200 sieve +/- 2 0% +/- 3 0% 34 b Second, adjust the preliminary upper and lower acceptance limits determined 35 from step (a) the minimum amount necessary so that none of the aggregate 36 properties are outside the control points in Section 9-03.8(6). The resulting 37 values will be the upper and lower acceptance limits for aggregates, as well as 38 the USL and LSL required in Section 1-06 2(2)D2 39 2 Job Mix Formula Adjustments — An adjustment to the aggregate gradation or 40 asphalt binder content of the JMF requires approval of the Engineer. Adjustments 41 to the JMF will only be considered if the change produces material of equal or N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 138 1 1 better quality and may require the development of a new mix design if the 2 adjustment exceeds the amounts listed below. 3 a. Aggregates —2 percent for the aggregate passing the 11/4", 1", 3/4', 1/2', %", and 4 the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall 6 be within the range of the control points in Section 9-03.8(6). 7 b. Asphalt Binder Content — The Engineer may order or approve changes to 8 asphalt binder content. The maximum adjustment from the approved mix 9 design for the asphalt binder content shall be 0.3 percent 10 11 5-04.3(9)A Vacant 12 13 5-04.3(9)B Vacant 14 15 5-04.3(9)C Mixture Acceptance — Nonstatistical Evaluation 16 HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the 17 Contracting Agency by dividing the HMA tonnage into lots. 18 19 5-04.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots 20 A lot is represented by randomly selected samples of the same mix design that will be 21 tested for acceptance. A lot is defined as the total quantity of material or work produced 22 for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be 23 equal to one day's production or 800 tons, whichever is less except that the final sublot 24 will be a minimum of 400 tons and may be increased to 1200 tons. 25 26 All of the test results obtained from the acceptance samples from a given lot shall be 27 evaluated collectively. If the Contractor requests a change to the JMF that is approved, 28 the material produced after the change will be evaluated on the basis of the new JMF for 29 the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot 30 in progress with a CPF Tess than 0.75, a new lot will begin at the Contractor's request 31 after the Engineer is satisfied that material conforming to the Specifications can be 32 produced. 33 34 Sampling and testing for evaluation shall be performed on the frequency of one sample 35 per sublot. 36 37 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling 38 Samples for acceptance testing shall be obtained by the Contractor when ordered by the 39 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer 40 and in accordance with AASH-TO T 168 A minimum of three samples should be taken 41 for each class of HMA placed on a project. If used in a structural application, at least one 42 of the three samples shall to be tested. 43 44 Sampling and testing HMA in a Structural application where quantities are less than 400 45 tons is at the dis-cretion of the Engineer. 46 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 21, 2018 139 1 For HMA used in a structural application and with a total project quantity less than 800 2 tons but more than 400 tons, a minimum of one acceptance test shall be performed In 3 all cases, a minimum of 3 samples will be obtained at the point of acceptance, a 4 minimum of one of the three samples will be tested for conformance to the JMF 5 6 • If the test results are found to be within specification requirements, additional 7 testing will be at the Engineer's discretion 8 • If test results are found not to be within specification requirements, additional 9 testing of the remaining samples to determine a Composite Pay Factor (CPF) shall 10 be performed 11 12 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing 13 Testing of HMA for compliance of Va will at the option of the Contracting Agency If 14 tested, compliance of Va will use WSDOT SOP 731 15 16 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 17 308 18 19 Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11 20 21 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors 22 For each lot of material falling outside the tolerance limits in 5-04 3(9), the Contracting 23 Agency will determine a Composite Pay Factor (CPF) using the following price 24 adjustment factors- 25 _ > , ,,y $.i : 3,q.✓--y 4 •� TableofdPcicerA'd'ustment•Factors ,=. �} ` Constutuent '= -: Factor All aggregate passing 1'/z', 1", 3/4", 'A", No 4 sieves 3/a' and 2 All aggregate passing No 8 sieve 15 All aggregate passing No 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 26 27 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents 28 falling within the toler-ance limits of the job mix formula shall be accepted at the unit 29 Contract price with no further evaluation. When one or more constituents fall outside the 30 nonstatistical tolerance limits in the Job Mix Formula shcwn in Table of Price Adjustment 31 Factors, the lot shall be evaluated in accordance with Section 1-06 2 to determine the 32 appro-priate CPF. The nonstatistical tolerance limits will be used in the calculation of the 33 CPF and the maximum CPF shall be 1 00. When less than three sublots exist, backup 34 samples of the existing sublots or samples from the Roadway shall be tested to provide 35 a minimum of three sets of results for evaluation N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 140 1 1 2 5-04.3(9)C5 Vacant 3 4 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments 5 For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated 6 CPF is less than 1 00, a Nonconforming Mix Factor (NCMF) will be determined. The 7 NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The 8 total job mix compliance price adjustment will be calculated as the product of the NCMF, 9 the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. 10 11 If a constituent is not measured in accordance with these Specifications, its individual 12 pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 13 14 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests 15 The Contractor may request a sublot be retested. To request a retest, the Contractor 16 shall submit a written request within 7 calendar days after the specific test results have 17 been received. A split of the original acceptance sample•will be retested. The split of the 18 sample will not be tested with the same tester that ran the original acceptance test. The 19 sample will be tested for a complete gradation analysis, asphalt binder content, and, at 20 the option of the agency, Va. The results of the retest will be used for the acceptance of 21 the HMA in place of the original sublot sample test results The cost of testing will be 22 deducted from any monies due or that may come due the Contractor under the Contract 23 at the rate of $500 per sample 24 25 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation 26 If sampled and tested, HMA produced under Commercial Evaluation and having all 27 constituents falling within the tolerance limits of the job mix formula shall be accepted at 28 the unit Contract price with no further evaluation When one or more constituents fall 29 outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the 30 lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate 31 CPF. The commercial tolerance limits will be used in the calculation of the CPF and the 32 maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the 33 existing sublots or samples from the street shall be tested to provide a minimum of three 34 sets of results for evaluation. 35 36 For each lot of HMA mix produced and tested under Commercial Evaluation when the 37 calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be 38 determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 39 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product 40 of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of 41 mix. 42 43 If a constituent is not measured in accordance with these Specifications, its individual 44 pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF) 45 46 5-04.3(10) HMA Compaction Acceptance 47 HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including 48 lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 141 1 specified compacted course thickness greater than 0 10-foot, shall be compacted to a I 2 specified level of relative density. The specified level of relative density shall be a 3 Composite Pay Factor (CPF) of not less than 0 75 when evaluated in accordance with 4 Section 1-06 2, using a LSL of 92 0 (minimum of 92 percent of the maximum density). 5 The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The I 6 specified level of density attained will be determined by the evaluation of the density of 7 the pavement. The density of the pavement shall be determined in accordance with 8 WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of I 9 the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using 10 cores to determine density. 11 I 12 Tests for the determination of the pavement density will be taken in accordance with the 13 required procedures for measurement by a nuclear density gauge or roadway cores after 14 completion of the finish rolling I 15 16 If the Contracting Agency uses a nuclear density gauge to determine density the test 17 procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the 18 mix is placed and prior to opening to traffic 19 20 Roadway cores for density may be obtained by either the Contracting Agency or the I 21 Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches 22 minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by 23 the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. I 24 25 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the 26 Contractor in the presence of the Engineer on the same day the mix is placed and at I 27 locations designated by the Engineer. If the Contract does not include the Bid item 28 "Roadway Core" the Contracting Agency will obtain the cores 29 I 30 For a lot in progress with a CPF less than 0 75, a new lot will begin at the Contractor's 31 request after the Engineer is satisfied that material conforming to the Specifications can 32 be produced. I 33 34 HMA mixture accepted by commercial evaluation and HMA constructed under conditions 35 other than those listed above shall be compacted on the basis of a test point evaluation ' 36 of the compaction train The test point evaluation shall be performed in accordance with 37 instructions from the Engineer. The number of passes with an approved compaction 38 train, required to attain the maximum test point density, shall be used on all subsequent 39 paving 40 41 HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling I 42 wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved 43 by the Engineer 44 I 45 Test Results 46 For a sublot that has been tested with a nuclear density gauge that did not meet the 47 minimum of 92 percent of the reference maximum density in a compaction lot with a CPF I 48 below 1 00 and thus subject to a price reduction or rejection, the Contractor may request N. 1ST STREET REVITALIZATION PROJECT I SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 142 I 1 1 i 1 that a core be used for determination of the relative density of the sublot. The relative 2 density of the core will replace the relative density determined by the nuclear density 3 gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA 4 compaction lot. 5 6 When cores are taken by the Contracting Agency at the request of the Contractor, they 7 shall be requested by noon of the next workday after the test results for the sublot have 8 been provided or made available to the Contractor. Core locations shall be outside of 9 wheel paths and as determined by the Engineer Traffic control shall be provided by the 10 Contractor as requested by the Engineer. Failure by the Contractor to provide the 11 requested traffic control will result in forfeiture of the request for cores. When the CPF for 12 the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will 13 be deducted from any monies due or that may become due the Contractor under the 14 Contract at the rate of $200 per core and the Contractor shall pay for the cost of the 15 traffic control. 16 17 5-04.3(10)A HMA Compaction — General Compaction Requirements 18 Compaction shall take place when the mixture is in the proper condition so that no undue 19 displacement, cracking, or shoving occurs. Areas inaccessible to large compaction 20 equipment shall be compacted by other mechanical means. Any HMA that becomes 21 loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way 22 defective, shall be removed and replaced with new hot mix that shall be immediately 23 compacted to conform to the surrounding area. 24 25 The type of rollers to be used and their relative position in the compaction sequence 26 shall generally be the Contractor's option, provided the specified densities are attained. 27 Unless the Engineer has approved otherwise, rollers shall only be operated in the static 28 mode when the internal temperature of the mix is less than 175°F. Regardless of mix 29 temperature, a roller shall not be operated in a mode that results in checking or cracking 30 of the mat. Rollers shall only be operated in static mode on bridge decks. 31 32 5-04.3(10)B HMA Compaction — Cyclic Density 33 Low cyclic density areas are defined as spots or streaks in the pavement that are less 34 than 90 percent of the theoretical maximum density. At the Engineer's discretion, the 35 Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will 36 follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for 37 any 500-foot section with two or more density readings below 90 percent ofi the 38 theoretical maximum density. 39 40 5-04.3(10)C Vacant 41 42 5-04.3(10)D HMA Nonstatistical Compaction 43 44 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots 45 HMA compaction which is accepted by nonstatistical evaluation will be based on 46 acceptance testing performed by the Contracting Agency dividing the project into ' 47 compaction lots. 48 1 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 143 1 A lot is represented by randomly selected samples of the same mix design that will be 2 tested for acceptance A lot is defined as the total quantity of material or work produced 3 for each Job Mix Formula placed. Only one lot per JMF is expected A sublot shall be 4 equal to one day's production or 400 tons, whichever is less except that the final sublot 5 will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction 6 will be at the rate of 5 tests per sublot per WSDOT T 738. 7 8 The sublot locations within each density lot will be determined by the Engineer For a lot 9 in progress with a CPF less than 0 75, a new lot will begin at the Contractor's request 10 after the Engineer is satisfied that material conforming to the Specifications can be 11 produced 12 13 HMA mixture accepted by commercial evaluation and HMA constructed under conditions 14 other than those listed above shall be compacted on the basis of a test point evaluation 15 of the compaction train The test point evaluation shall be performed in accordance with 16 instructions from the Engineer. The number of passes with an approved compaction 17 train, required to attain the maximum test point density, shall be used on all subsequent 18 paving 19 20 HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel 21 ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the 22 Engineer 23 24 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing 25 The location of the HMA compaction acceptance tests will be randomly selected by the 26 Engineer from within each sublot, with one test per sublot. 27 28 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments 29 For each compaction lot with one or two sublots, having all sublots attain a relative 30 density that is 92 percent of the reference maximum density the HMA shall be accepted 31 at the unit Contract price with no further evaluation When a sublot does not attain a 32 relative density that is 92 percent of the reference maximum density, the lot shall be 33 evaluated in accordance with Section 1-06 2 to determine the appropriate CPF. The 34 maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1 00 will 35 be used to offset lots with CPF values below 1 00 but greater than 0.90. Lots with CPF 36 lower than 0.90 will be evaluated for compliance per 5-04.3(11) Additional testing by 37 either a nuclear moisture -density gauge or cores will be completed as required to provide 38 a minimum of three tests for evaluation. 39 40 For compaction below the required 92% a Non -Conforming Compaction Factor (NCCF) 41 will be determined. The NCCF equals the algebraic difference of CPF minus 1 00 42 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the 43 product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit 44 Contract price per ton of mix. 45 46 5-04.3(11) Reject Work 47 48 5-04.3(11)A Reject Work General N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 144 1 1 Work that is defective or does not conform to Contract requirements shall be rejected. 2 The Contractor may propose, in writing, alternatives to removal and replacement of 3 rejected material. Acceptability of such alternative proposals will be determined at the 4 sole discretion of the Engineer. HMA that has been rejected is subject to the 5 requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit 6 a corrective action proposal to the Engineer for approval. 7 8 5-04.3(11)B Rejection by Contractor 9 The Contractor may, prior to sampling, elect to remove any defective material and 10 replace it with new material. Any such new material will be sampled, tested, and 11 evaluated for acceptance 12 13 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) 14 The Engineer may, without sampling, reject any batch, load, or section of Roadway that 15 appears defective. Material rejected before placement shall not be incorporated into the 16 pavement. Any rejected section of Roadway shall be removed 17 18 No payment will be made for the rejected materials or the removal of the materials 19 unless the Contractor requests that the rejected material be tested If the Contractor 20 elects to have the rejected material tested, a minimum of three representative samples 21 will be obtained and tested. Acceptance of rejected material will be based on 22 conformance with the nonstatistical acceptance Specification. If the CPF for the rejected 23 material is less than 0 75, no payment will be made for the rejected material; in addition, 24 the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater 25 than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting 26 Agency If the material is rejected before placement and the CPF is greater than or equal 27 to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection 28 occurs after placement and the CPF is greater than or equal to 0.75, compensation for 29 the rejected material will be at the calculated CPF with an addition of 25 percent of the 30 unit Contract price added for the cost of removal and disposal. 31 32 5-04.3(11)D Rejection - A Partial Sublot 33 In addition to the random acceptance sampling and testing, the Engineer may also 34 isolate from a normal sublot any material that is suspected of being defective in relative 35 density, gradation or asphalt binder content. Such isolated material will not include an 36 original sample location A minimum of three random samples of the suspect material will 37 be obtained and tested. The material will then be statistically evaluated as an 38 independent lot in accordance with Section 1-06.2(2). 39 40 5-04.3(11)E Rejection -An Entire Sublot 41 An entire sublot that is suspected of being defective may be rejected. When a sublot is 42 rejected a minimum of two additional random samples from this sublot will be obtained. 43 These additional samples and the original sublot will be evaluated as an independent lot 44 in accordance with Section 1-06 2(2). 45 46 5-04.3(11)F Rejection - A Lot in Progress N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 145 1 The Contractor shall shut down operations and shall not resume HMA placement until 2 such time as the Engineer is satisfied that material conforming to the Specifications can 3 be produced. 4 5 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1 00 and 6 the Contractor is taking no corrective action, or 7 2 When the Pay Factor (PF) for any constituent of a lot in progress drops below 8 0.95 and the Contractor is taking no corrective action, or 9 3 When either the PFi for any constituent or the CPF of a lot in progress is less 10 than 0.75. 11 12 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 13 An entire lot with a CPF of less than 0 75 will be rejected. 14 15 5-04.3(12) Joints 16 17 5-04.3(12)A HMA Joints 18 19 5-04.3(12)A1 Transverse Joints 20 The Contractor shall conduct operations such that the placing of the top or wearing 21 course is a continuous operation or as close to continuous as possible Unscheduled 22 transverse joints will be allowed and the roller may pass over the unprotected end of the 23 freshly laid mixture only when the placement of the course must be discontinued for such 24 a length of time that the mixture will cool below compaction temperature When the Work 25 is resumed, the previously compacted mixture shall be cut back to produce a slightly 26 beveled edge for the full thickness of the course. 27 28 A temporary wedge of HMA constructed on a 20H 1V shall be constructed where a 29 transverse joint as a result of paving or planing is open to traffic The HMA in the 30 temporary wedge shall be separated from the permanent HMA by strips of heavy 31 wrapping paper or other methods approved by the Engineer. The wrapping paper shall 32 be removed and the joint trimmed to a slightly beveled edge for the full thickness of the 33 course prior to resumption of paving 34 35 The material that is cut away shall be wasted and new mix shall be laid against the cut. 36 Rollers or tamping irons shall be used to seal the joint. 37 38 5-04.3(12)A2 Longitudinal Joints 39 The longitudinal joint in any one course shall be offset from the course immediately 40 below by not more than 6 inches nor less than 2 inches. All longitudinal joints 41 constructed in the wearing course shall be located at a lane line or an edge line of the 42 Traveled Way A notched wedge joint shall be constructed along all longitudinal joints in 43 the wearing surface of new HMA unless otherwise approved by the Engineer. The 44 notched wedge joint shall have a vertical edge of not less than the maximum aggregate 45 size or more than 1/2 of the compacted lift thickness and then taper down on a slope not 46 str'eper than 4H•1V. The sloped portion of the HMA notched wedge joint shall be 47 uniformly compacted. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 146 1 2 5-O4.3(12)B Bridge Paving Joint Seals 3 4 5-O4.3(12)B1 HMA Sawcut and Seal 5 Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends 6 of the bridge paving joint seals to be placed at the bridge ends, and at interior joints 7 within the bridge deck when and where shown in the Plans. Establish the sawcut 8 alignment points in a manner that they remain functional for use in aligning the sawcut 9 after placing the overlay. 10 11 Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application 12 procedure. 13 14 Construct the bridge paving joint seal as specified ion the Plans and in accordance with 15 the detail shown in the Standard Plans. Construct the sawcut in accordance with the 16 detail shown in the Standard Plan. Con-struct the sawcut in accordance with Section 5- 17 O5.3(8)B and the manufacturer's application procedure. 18 19 5-04.3(12)B2 Paved Panel Joint Seal 20 Construct the paved panel joint seal in accordance with the requirements specified in 21 section 5-O4.3(12)B1 and the following requirement: 22 23 1. Clean and seal the existing joint between concrete panels in accordance with 24 Section 5-01.3(8) and the details shown in the Standard Plans 25 26 5-04.3(13) Surface Smoothness 27 The completed surface of all courses shall be of uniform texture, smooth, uniform as to 28 crown and grade, and free from defects of all kinds. The completed surface of the 29 wearing course shall not vary more than inch from the lower edge of a 10-foot 30 straightedge placed on the surface parallel to the centerline. The transverse slope of the 31 completed surface of the wearing course shall vary not more than 'A inch in 10 feet from 32 the rate of transverse slope shown in the Plans. 33 34 When deviations in excess of the above tolerances are found that result from a high 35 place in the HMA, the pavement surface shall be corrected by one of the 36 following methods: 37 38 1. Removal of material from high places by grinding with an approved grinding 39 machine, or 40 2. Removal and replacement of the wearing course of HMA, or 41 3 By other method approved by the Engineer. 42 43 Correction of defects shall be carried out until there are no deviations anywhere greater 44 than the allowable tolerances. 45 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 21, 2018 147 1 Deviations in excess of the above tolerances that result from a low place in the HMA and 2 deviations resulting from a high place where corrective action, in the opinion of the 3 Engineer, will not produce satisfactory results will be accepted with a price adjustment. 4 The Engineer shall deduct from monies due or that may become due to the Contractor 5 the sum of $500.00 for each and every section of single traffic lane 100 feet in length in 6 which any excessive deviations described above are found. 7 8 When utility appurtenances such as manhole covers and valve boxes are located in the 9 traveled way, the utility appurtenances shall be adjusted to the finished grade prior to 10 paving This requirement may be waived when requested by the Contractor, at the 11 discretion of the Engineer or when the adjustment details provided in the project plan or 12 specifications call for utility appurtenance adjustments after the completion of paving 13 14 Utility appurtenance adjustment discussions will be included in the Pre -Paving planning 15 (5-04 3(14)B3) Submit a written request to waive this requirement to the Engineer prior 16 to the start of paving 17 18 5-04.3(14) Planing (Milling) Bituminous Pavement 19 The planning plan must be approved by the Engineer and a pre planning meeting must 20 be held prior to the start of any planing See Section 5-04 3(14)B2 for information on 21 planning submittals 22 23 Locations of existing surfacing to be planed are as shown in the Drawings. 24 25 Where planing an existing pavement is specified in the Contract, the Contractor must 26 remove existing surfacing material and to reshape the surface to remove irregularities 27 The finished product must be a prepared surface acceptable for receiving an HMA 28 overlay. 29 30 Use the cold milling method for planing unless otherwise specified in the Contract. Do 31 not use the planer on the final wearing course of new HMA. 32 33 Conduct planing operations in a manner that does not tear, break, burn, or otherwise 34 damage the surface which is to remain. The finished planed surface must be slightly 35 grooved or roughened and must be free from gouges, deep grooves, ridges, or other 36 imperfections. The Contractor must repair any damage to the sur-face by the 37 Contractor's planing equipment, using an Engineer approved method. 38 39 Repair or replace any metal castings and other surface improvements damaged by 40 planing, as deter -mined by the Engineer 41 42 A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a 43 minimum of 4 inches of curb reveal after placement and compaction of the final wearing 44 course The dimensions of the wedge must be as shown on the Drawings or as specified 45 by the Engineer 46 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 148 1 A tapered wedge cut must also be made at transitions to adjoining pavement surfaces 2 (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line 3 with vertical faces 2 inches or more in height, producing a smooth transition to the 4 existing adjoining pavement. 5 6 After planing is complete, planed surfaces must be swept, cleaned, and if required by the 7 Contract, patched and preleveled. 8 9 The Engineer may direct additional depth planing. Before performing this additional 10 depth planing, the Contractor must conduct a hidden metal in pavement detection survey 11 as specified in Section 5-04 3(14)A. 12 13 5-04.3(14)A Pre -Planing Metal Detection Check 14 Before starting planing of pavements, and before any additional depth planing required 15 by the Engineer, the Contractor must conduct a physical survey of existing pavement to 16 be planed with equipment that can iden-tify hidden metal objects. 17 18 Should such metal be identified, promptly notify the Engineer 19 20 See Section 1-07.16(1) regarding the protection of survey monumentation that may be 21 hidden in pavement. 22 23 The Contractor is solely responsible for any damage to equipment resulting from the 24 Contractor's failure to conduct a pre -planing metal detection survey, or from the 25 Contractor's failure to notify the Engineer of any hidden metal that is detected 26 27 5-04.3(14)B Paving and Planing Under Traffic 28 29 5-04.3(14)B1 General 30 In addition the requirements of Section 1-07.23 and the traffic controls required in 31 Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the 32 Contractor must comply with the following. 33 34 1. Intersections 35 a. Keep intersections open to traffic at all times, except when paving or planing 36 operations through an intersection requires closure. Such closure must be kept 37 to the minimum time required to place and compact the HMA mixture, or plane 38 as appropriate. For paving, schedule such closure to individual lanes or portions 39 thereof that allows the traffic volumes and schedule of traffic volumes required in 40 the approved traffic control plan. Schedule work so that adjacent intersections 41 are not impacted at the same time and comply with the traffic control restrictions 42 required by the Traffic Engineer. Each individual intersection closure or partial 43 closure, must be addressed in the traffic control plan, which must be submitted 44 to and accepted by the Engineer, see Section 1-10.2(2). 45 b When planing or paving and related construction must occur in an 46 intersection, consider scheduling and sequencing such work into quarters of the N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 149 1 intersection, or half or more of an intersection with side street detours Be 2 prepared to sequence the work to individual lanes or portions thereof. 3 c Should closure of the intersection in its entirety be necessary, and no trolley 4 service is impacted, keep such closure to the minimum time required to place 5 and compact the HMA mixture, plane, remove asphalt, tack coat, and as 6 needed. 7 d Any work in an intersection requires advance warning in both signage and a 8 number of Working Days advance notice as determined by the Engineer, to alert 9 traffic and emergency services of the intersection closure or partial closure. 10 e Allow new compacted HMA asphalt to cool to ambient temperature before 11 any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until 12 approval has been obtained from the Engineer 13 2. Temporary centerline marking, post -paving temporary marking, temporary stop 14 bars, and maintaining temporary pavement marking must comply with Section 15 8-23. 16 3 Permanent pavement marking must comply with Section 8-22 17 18 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan 19 The Contractor must submit a separate planing plan and a separate paving plan to the 20 Engineer at least 5 Working Days in advance of each operation's activity start date 21 These plans must show how the moving operation and traffic control are coordinated, as 22 they will be discussed at the pre -planing briefing and pre -paving briefing. When 23 requested by the Engineer, the Contractor must provide each operation's traffic control 24 plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of 25 operation and sufficient detail of traffic beyond the area of operation where detour traffic 26 may be required The scale on the Shop Drawings is 1 inch = 20 feet, which may be 27 changed if the Engineer agrees sufficient detail is shown. 28 29 The planing operation and the paving operation include, but are not limited to, metal 30 detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, 31 staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at 32 the briefing. 33 34 When intersections will be partially or totally blocked, provide adequately sized and 35 noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in 36 advance. The traffic control plan must show where peace officers will be stationed when 37 signalization is or may be, countermanded, and show ar-eas where flaggers are 38 proposed. 39 40 At a minimum, the planing and the paving plan must include: 41 42 1 A copy of the accepted traffic control plan, see Section 1-10 2(2), detailing each 43 day's traffic control as it relates to the specific requirements of that day's planing 44 and paving. Briefly describe the se-quencing of traffic control consistent with the 45 proposed planing and paving sequence, and scheduling of placement of 46 temporary pavement markings and channelizing devices after each day's planing, 47 and paving 48 2 A copy of each intersection's traffic control plan N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #• 2340 November 21, 2018 150 1 3 Haul routes from Supplier facilities, and locations of temporary parking and 2 staging areas, including return routes. Describe the complete round trip as it 3 relates to the sequencing of paving operations. 4 4. Names and locations of HMA Supplier facilities to be used. 5 5 List of all equipment to be used for paving 6 6. List of personnel and associated job classification assigned to each piece of 7 paving equipment. 8 7. Description (geometric or narrative) of the scheduled sequence of planing and of 9 paving, and intended area of planing and of paving for each day's work, must 10 include the directions of proposed planing and of proposed paving, sequence of 11 adjacent lane paving, sequence of skipped lane paving, intersection planing and 12 paving scheduling and sequencing, and proposed notifications and coordinations 13 to be timely made. The plan must show HMA joints relative to the final pavement 14 marking lane lines 15 8. Names, job titles, and contact information for field, office, and plant supervisory 16 personnel. 17 9. A copy of the approved Mix Designs. 18 10. Tonnage of HMA to be placed each day. 19 11. Approximate times and days for starting and ending daily operations. 20 21 5-04.3(14)B3 Pre -Paving and Pre -Planing Briefing 22 At least 2 Working Days before the first paving operation and the first planing operation, 23 or as scheduled by the Engineer for future paving and planing operations to ensure the 24 Contractor has adequately prepared for notifying and coordinating as required in the 25 Contract, the Contractor must be prepared to discuss that day's operations as they relate 26 to other entities and to public safety and convenience, including driveway and business 27 access, garbage truck operations, Metro transit operations and working around 28 energized overhead wires, school and nursing home and hospital and other accesses, 29 other contractors who may be operating in the area, pedestrian and bicycle traffic, and 30 emergency services. The Contractor, and Subcontractors that may be part of that day's 31 operations, must meet with the Engineer and discuss the proposed operation as it 32 relates to the submitted planing plan and paving plan, approved traffic control plan, and 33 public convenience and safety Such discussion includes, but is not limited to: 34 35 1. General for both Paving Plan and for Planing Plan: 36 a. The actual times of starting and ending daily operations. 37 b In intersections, how to break up the intersection, and address traffic control 38 and signalization for that operation, including use of peace officers. 39 c The sequencing and scheduling of paving operations and of planing operations, 40 as applicable, as it relates to traffic control, to public convenience and safety, 41 and to other con -tractors who may operate in the Project Site 42 d Notifications required of Contractor activities, and coordinating with other 43 entities and the public as necessary. 44 e. Description of the sequencing of installation and types of temporary pavement 45 markings as it relates to planning and to paving 46 f. Description of the sequencing of installation of, and the removal of, temporary 47 pavement patch material around exposed castings and as may be needed N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 151 1 2 3 g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04 3(14)B2 4 h. Description of how flaggers will be coordinated with the planing, paving, and 5 related operations. 6 i Description of sequencing of traffic controls for the process of rigid pavement 7 base repairs 8 j. Other items the Engineer deems necessary to address. 9 2 Paving — additional topics: 10 a. When to start applying tack and coordinating with paving. 11 b Types of equipment and numbers of each type equipment to be used If more 12 pieces of equipment than personnel are proposed, describe the sequencing of 13 the personnel operating the types of equipment. Discuss the continuance of 14 operator personnel for each type equip-ment as it relates to meeting 15 Specification requirements 16 c. Number of JMFs to be placed, and if more than one JMF how the Contractor 17 will ensure different JMFs are distinguished, how pavers and MTVs are 18 distinguished if more than one JMF is being placed at the time, and how 19 pavers and MTVs are cleaned so that one JMF does not adversely influence 20 the other JMF 21 d Description of contingency plans for that day's operations such as equipment 22 breakdown, rain out, and Supplier shutdown of operations 23 e Number of sublots to be placed, sequencing of density testing, and other 24 sampling and testing 25 26 5-04.3(15) Sealing Pavement Surfaces 27 Apply a fog seal where shown in the plans Construct the fog seal in accordance with 28 Section 5-02 3 Unless otherwise approved by the Engineer, apply the fog seal prior to 29 opening to traffic 30 31 5-04.3(16) HMA Road Approaches 32 HMA approaches shall be constructed at the locations shown in the Plans or where 33 staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 34 35 (******) 36 Trench Restoration 37 38 The Contractor shall restore all HMA removed during pipe installation with backfill of 39 crushed surfacing base course and HMA in accordance with the City of Yakima Standard 40 Detail R7 for Asphalt Concrete Surfacing. Trench restoration will apply to work outside 41 the project roadway section where pipe installation occurs Pavement damaged as a 42 result of the Contractor's operations during pipe installation shall be repaired by the 43 Contractor to the satisfaction of the Project Engineer at no cost to the Contracting Agency. 44 Asphalt for tack coat shall be required as specified in Section 5-04.3(5)A. A heavy 45 application of tack coat shall be applied to all surfaces of existing pavement in the trench 46 restoration area. Placement of HMA backfill shall be accomplished in lifts not to exceed 47 0.35-foot compacted depth Each lift shall be thoroughly compacted by a mechanical 48 tamper or a roller N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #: 2340 November 21, 2018 152 1 2 3 4 5-04.4 Measurement 5 HMA Cl. PG , HMA for Cl. PG , and Commercial HMA will 6 be measured by the ton in accordance with Section 1-09.2, with no deduction being 7 made for the weight of asphalt binder, mineral filler, or any other component of the 8 mixture. If the Contractor elects to remove and replace mix as allowed by Section 5- 9 04.3(11), the material removed will not be measured. 10 11 Roadway cores will be measured per each for the number of cores taken. 12 13 Preparation of untreated roadway will be measured by the mile once along the centerline 14 of the main line Roadway No additional measurement will be made for ramps, Auxiliary 15 Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 16 0 01 mile. 17 18 Soil residual herbicide will be measured by the mile for the stated width to the nearest 19 0.01 mile or by the square yard, whichever is designated in the Proposal 20 21 Pavement repair excavation will be measured by the square yard of surface marked prior 22 to excavation. 23 24 Asphalt for prime coat will be measured by the ton in accordance with Section 1-09 2 25 26 Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, 27 whichever is designated in the Proposal. 28 29 Asphalt for fog seal will be measured by the ton, as provided in Section 5-02 4. 30 31 Longitudinal joint seals between the HMA and cement concrete pavement will be 32 measured by the linear foot along the line and slope of the completed joint seal. 33 34 Planing bituminous pavement will be measured by the square yard. 35 36 Temporary pavement marking will be measured by the linear foot as provided in Section 37 8-23.4 38 39 Water will be measured by the M gallon as provided in Section 2-07.4. 40 41 5-04.5 Payment 42 Payment will be made for each of the following Bid items that are included in the 43 Proposal: 44 45 "HMA Cl. PG ", per ton. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ #: 2340 November 21, 2018 153 1 2 "HMA for Approach CI PG ", per ton 3 4 "HMA for Preleveling Cl. PG ", per ton. 5 6 "HMA for Pavement Repair Cl. PG ", per ton. 7 8 "Commercial HMA", per ton. 9 10 The unit Contract price per ton for "HMA Cl. PG ", "HMA for Approach CI 11 PG ", "HMA for Preleveling Cl. PG ", "HMA for Pavement Repair CI PG 12 ", and "Commercial HMA" shall be full compensation for all costs, including anti- 13 stripping additive, incurred to carry out the requirements of Section 5-04 except for those 14 costs included in other items which are included in this Subsection and which are 15 included in the Proposal 16 17 "Preparation of Untreated Roadway", per mile 18 19 The unit Contract price per mile for "Preparation of Untreated Roadway" shall be full pay 20 for all Work described under 5-04.3(4) , with the exception, however, that all costs 21 involved in patching the Roadway prior to placement of HMA shall be included in the unit 22 Contract price per ton for "HMA CI PG " which was used for patching If the 23 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the 24 Roadway shall be prepared as specified, but the Work shall be included in the Contract 25 prices of the other items of Work 26 27 "Preparation of Existing Paved Surfaces", per mile. 28 29 The unit Contract Price for "Preparation of Existing Paved Surfaces" shall be full pay for 30 all Work described under Section 5-04 3(4) with the exception, however, that all costs 31 involved in patching the Roadway prior to placement of HMA shall be included in the unit 32 Contract price per ton for "HMA CI PG " which was used for patching If the 33 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the 34 Roadway shall be prepared as specified, but the Work shall be included in the Contract 35 prices of the other items of Work. 36 37 "Crack Sealing", by force account. 38 39 "Crack Sealing" will be paid for by force account as specified in Section 1-09.6. For the 40 purpose of providing a common Proposal for all Bidders, the Contracting Agency has 41 entered an amount in the Proposal to become a part of the total Bid by the Contractor. 42 43 "Pavement Repair Excavation Incl Haul", per square yard 44 45 The unit Contract price per square yard for "Pavement Repair Excavation Inc! Haul" 46 shall be full payment for all costs incurred to perform the Work described in Section 5- N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 21, 2018 154 1 04.3(4) with the exception, however, that all costs involved in the placement of HMA 2 shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl. 3 PG ", per ton. 4 5 "Asphalt for Prime Coat", per ton 6 7 The unit Contract price per ton for "Asphalt for Prime Coat" shall be full payment for all 8 costs incurred to obtain, provide and install the material in accordance with Section 5- 9 04.3(4). 10 11 "Prime Coat Agg.", per cubic yard, or per ton. 12 13 The unit Contract price per cubic yard or per ton for "Prime Coat Agg." shall be full pay 14 for furnishing, loading, and hauling aggregate to the place of deposit and spreading the 15 aggregate in the quantities required by the Engineer. 16 17 "Asphalt for Fog Seal", per ton. 18 19 Payment for "Asphalt for Fog Seal" is described in Section 5-02.5. 20 21 "Longitudinal Joint Seal", per linear foot. 22 23 The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment 24 for all costs incurred to perform the Work described in Section 5-04.3(12). 25 26 "Planing Bituminous Pavement", per square yard 27 28 The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full 29 payment for all costs incurred to perform the Work described in Section 5-04.3(14). 30 31 "Temporary Pavement Marking", per linear foot. 32 33 Payment for "Temporary Pavement Marking" is described in Section 8-23.5. 34 35 "Water", per M gallon. 36 37 Payment for "Water" is described in Section 2-07 5. 38 39 "Job Mix Compliance Price Adjustment", by calculation 40 41 "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in 42 Section 5-04.3(9)C6. 43 44 "Compaction Price Adjustment", by calculation N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 155 1 2 "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- 3 04 3(10)D3. 4 5 "Roadway Core", per each. 6 7 The Contractor's costs for all other Work associated with the coring (e.g., traffic control) 8 shall be incidental and included within the unit Bid price per each and no additional 9 payments will be made. 10 11 "Cyclic Density Price Adjustment", by calculation. 12 13 "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 14 5-04 3(10)B 15 16 (******) 17 18 "HMA for Trench Restoration", per square yard. 19 20 The unit contract price for "HMA for Trench Restoration" shall be full pay for all Work as 21 specified, including crushed surfacing base course to bring HMA to thickness shown in 22 the Plans N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 156 1 Division 7 2 Drainage Structures, Storm Sewers, Sanitary 3 Sewers, Water Mains, and Conduits 4 5 7-04 STORM SEWERS 6 7 7-04.2 Materials 8 9 The list of material requirements at the beginning of Section 7-04.2 is revised to read: 10 11 (******) 12 Materials shall meet the requirements of the following sections: 13 Plain Concrete Storm Sewer Pipe 9-05.7(1) 14 Reinforced Concrete Storm Sewer Pipe 9-05.7(2) 15 Steel Spiral Rib Storm Sewer Pipe 9-05 9 16 Steel Storm Sewer Pipe 9-05.10 17 Aluminum Storm Sewer Pipe 9-05.11 18 Polyvinyl Chloride (PVC) Storm Sewer Pipe 9-05.12 19 Aluminum Spiral Rib Storm Sewer Pipe 9-05.17 20 Corrugated Polyethylene Storm Sewer Pipe 9-05 20 21 Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22 22 High -Density Polyethylene (HDPE) Pipe 9-05.23 23 Polypropylene Storm Sewer Pipe 9-05.24 24 25 Section 7-04.2 is supplemented with the following. 26 27 (******) 28 Ductile Iron Storm Sewer Pipe shall conform to the requirements of Section 9-30.1 29 of the Special Provisions for Ductile Iron Pipe. 30 31 The material requirements for 12 inch pipe shown on the Storm Sewer Pipe 32 Schedule shall apply to 8 inch and 10 inch storm sewer pipes when concrete, PVC, 33 and PE pipes are used. When steel or aluminum pipe are used, the pipe 34 manufacturer shall determine the minimum thickness requirements for each 35 installation. 36 37 7-04.3 Construction Requirements 38 (******) 39 40 TV Inspection 41 42 The City of Yakima will inspect all storm sewer through use of a Television video 43 system prior to approval of storm sewer system. The Contractor shall build time 44 into schedule for the City of Yakima to TV storm sewer system and give 48 hours 45 of notice prior to need for inspection. Storm Sewer shall be pressure tested and 46 pass prior to TV inspection. 47 48 7-04.4 Measurement 49 50 Section 7-04.2 is supplemented with the following. 51 52 (******) N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 157 1 Measurement of "Schedule _ Storm Sewer Pipe, In Diameter", "PVC I 2 Storm Sewer Pipe _ In Diam " and "Ductile Iron Storm Sewer Pipe, _ In Diam," 3 will be per the linear foot for each size of pipe actually installed. 4 5 Contrary to Section 7-04 4, there will be no separate measurement for structure I 6 excavation, gravel backfill, pipe zone bedding, trench backfill, imported granular 7 material if required, removal of existing storm lines where they fall within the limits 8 of the proposed pipe trench, testing storm sewer pipe, connections of existing or I 9 new pipes to structures and plugs 10 7-04 5 Payment 11 I 12 7-04.5 Payment 13 14 Section 7-04.5 is supplemented with the following 15 I 16 "PVC Storm Sewer Pipe, _ In. Diam.", per linear foot. 17 18 "Ductile Iron Storm Sewer Pipe, _ In Diam.", per linear foot. I 19 20 The last sentence is revised to read 21 I 23 The unit Contract price per linear foot for storm sewer pipe of the kind and size 24 specified shall be full pay for all Work to complete the installation, including 25 adjustment of inverts to manholes, structure excavation, gravel backfill, pipe zone I 26 bedding, trench backfill, imported granular material if required, removal of existing 27 storm lines where they fall within the limits of the proposed pipe trench, testing 28 storm sewer pipe, connections of existing or new pipes to structures and plugs. I 29 30 31 '32 33 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 34 I 35 7-05.1 Description 36 (******) 37 I 38 Section 7-01 1 is supplemented with the following. 39 40 This work shall consist of constructing the CDS Storm Water Treatment System or 41 approved equal meeting treatment capacities and Department of Ecology GULD I 42 status, for stormwater filtration as detailed in the Plans. The work involved includes 43 the installation of the Inline CDS unit (CDS3025-6-C). The CDS Storm Water 44 Treatment System must meet the specifications for the Inline CDS by Contech I 45 Engineered Solutions LLC 46 47 I 48 7-05.4 Measurement 49 (******) 50 51 Section 7-01.4 is supplemented with the following: I 52 N. 1ST STREET REVITALIZATION PROJECT I SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 21, 2018 158 I 1 The CDS Storm Water Treatment System shall be measured per each, and shall 2 include all the work and materials necessary to construct the CDS Storm Water 3 Treatment System as shown and detailed in the Plans 4 5 7-05.5 Payment 6 (******) 7 8 Section 7-01.5 is supplemented with the following: 9 10 "CDS Storm Water Treatment System," per each. 11 12 13 14 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 15 16 7-08.1 Description 17 (******) 18 19 Section 7-08.1 is supplemented with the following: 20 21 Shoring shall be designated as "Trench Safety System". 22 23 7-08.2 Materials 24 (2017 COY GSP) 25 26 Revise the second paragraph to read 27 28 Gravel Backfill for Pipe Zone Bedding 29 30 The crushed gravel used for gravel backfill for pipe zone bedding shall be crushed 31 surfacing top course meeting the requirements of Section 9-03.9(3) 32 33 7-08.4 Measurement 34 (******) 35 36 Section 7-08.4 is supplemented with the following. 37 38 Trench safety system will be measured per linear foot, for trench over four feet in 39 depth where an adequate trench safety system is provided. There will be no 40 separate measurement for trench excavation, backfill placed to the finished grade 41 of the trench, and plugging existing pipe in the installation of drain, culvert, storm 42 sewer, waterline and sanitary sewer pipes. All work and material shall be included 43 in the measurement per linear foot for the pipe installed. 44 45 7-08.5 Payment 46 (******) 47 48 Section 7-08 5 is supplemented with the following: 49 50 "Trench Safety System", per linear foot. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 159 1 The unit contract price per linear foot for "Trench Safety System" shall be full pay 2 for all work involved. The costs of trench safety systems shall not be considered 3 as incidental to any other contract item. 4 5 6 7 7-09 WATER MAINS 8 9 7-09.1 Description 10 (******) 11 12 Section 7-09.1 is supplemented with the following: 13 14 This work shall consist of connections of new water main to existing water mains. 15 16 17 (******) 18 Supplement this section with the following 19 20 The City Water/Irrigation Division will operate all existing water valves required as 21 part of the project. Existing valves within the project area shall remain accessible 22 at all times The Contractor shall give the City Water/Irrigation Division 48 hours of 23 notification prior to valve operation needs. 24 25 All new water mains crossing nonpotable lines such as sanitary and storm sewer 26 lines shall conform to the City of Yakima's Waterline Separation from Nonpotable 27 Conveyance Systems standards 28 29 30 7-09.3(5) Grade and Alignment 31 (******) 32 33 Revise the first sentence of the third paragraph to read as follows 34 35 The depth of trenching for water mains shall give a minimum cover of 48 inches 36 over the top of the pipe unless otherwise specified in the Special Provisions or 37 Plans 38 39 40 7-09.3(9) Bedding the Pipe 41 (2017 COY GSP) 42 43 Delete the first sentence. 44 Revise the second sentence to read 45 46 Gravel backfill for pipe zone bedding shall be placed to the depths shown on the 47 City of Yakima Standard Detail for Typical Trench Section, W3. 48 49 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #: 2340 November 21, 2018 160 1 7-09.3(10) Backfilling Trenches 2 (2017 COY GSP) 3 4 Supplement this section with the following: 5 6 Street crossing trenches and other locations as shown on the plans or directed by 7 the Engineer shall be backfilled for the full depth of the trench with Crushed 8 Surfacing Top Course meeting the requirements of Section 9-03.9(3). 9 10 7-09.3(11) Compaction of Backfill 11 (2017 COY GSP) 12 13 Delete the first paragraph supplement this section with the following: 14 15 The density of the compacted material shall be at least 95% of the maximum 16 density as determined by ASTM D 698 Tests (Standard Proctor). Placement of 17 courses of aggregate shall not proceed until density requirements have been met. 18 19 The first 500 feet of trench backfill operations shall be considered a test section for 20 the Contractor to demonstrate his backfilling and compaction techniques. The 21 Contractor shall notify the Engineer at least 3 working days prior to beginning 22 trench excavation and backfill operations and the Engineer will arrange for in -place 23 density tests to be taken on the completed test section in accordance with the 24 above requirements No further trenching will be allowed until the specified density 25 is achieved in the test section. Passing in -place density tests in the test section will 26 not relieve the Contractor from achieving the specified densities throughout the 27 project. 28 29 30 7-09.3(19)A Connection to Existing Mains 31 (******) 32 33 Add the following: 34 35 No connection to existing mains shall be allowed prior to a successful pressure 36 test, disinfection, flushing and a satisfactory bacteriological test result is obtained. 37 38 Prior to installing new water main, the contractor shall pothole the existing water 39 main at the designed point of connection to determine exact size, type, depth and 40 location of existing water main. The new water main shall be laid at the same depth 41 as the existing water main to avoid an unnecessary fittings as part of the final 42 connection. 43 44 The Contractor shall furnish and install new tapping sleeves and valves to existing 45 mains up to and including 12-inch. 46 47 The Contractor shall furnish a plan to the Engineer indicating their plan for 48 connection order to existing mains and how they will maintain service to existing 49 customers The plan shall be submitted 2 weeks prior to any work for review and 50 approval by the City of Yakima Water/Irrigation Division 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 161 The Water/Irrigation Division shall furnish and install new tapping sleeves and valves to existing mains up to and including 12-inch. Costs, including materials and labor, as determined by the Water Distribution Supervisor, shall be paid at the Code Administration, City Hall, 129 N 2nd St. Yakima, WA. 98901, before materials are ordered and the work is scheduled Mechanical joint fittings, valves and fire hydrants shall be connected with a ROMAC "Grip Ring", or an approved equivalent. 7-09.3(22) Blowoff Assemblies (2017 COY GSP) Revise the first sentence to read Blowoff Assemblies shall be constructed at the locations shown on the Plans and in accordance with the City of Yakima Typical Blow Off Assembly Detail W5 7-09.3(23) Hydrostatic Pressure Test (2017 COY GSP) Revise the first sentence to read: All water mains and appurtenances shall be tested under a hydrostatic pressure of 180 psi Supplement this section with the following. Test shall be made with main gate valves open. Upon completion of the test, each valve shall be tested by closing each in turn and relieving the pressure beyond. This test of the valve will be acceptable if there is no immediate loss of pressure on the gauge when the pressure comes against the valve being checked. The Contractor shall verify that the pressure differential across the valve does not exceed the rated working pressure of the valve. 7-09.3(23)A Testing Extensions From Existing Mains (2017 COY GSP) Delete this section 7-09.3(23)B Testing Section With Hydrants Installed (2017 COY GSP) Revise this section to read. When hydrants are included with the section of water main to be tested, the testing shall be conducted as described in Section 7-09 3(23) in two separate tests as follows. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 162 1 Test No. 1 — Hydrant auxiliary gate valves closed, with the hydrant operating stem 2 valves and hose ports open. 3 4 Test No. 2 — Hydrant operating the stem valves closed, with the hydrant auxiliary 5 gate valves and hose ports open. 6 7 8 7-09.3(23)C Testing Hydrants Installed on Existing Mains 9 (2017 COY GSP) 10 11 Revise this section to read: 12 13 For hydrants being installed and connected to an existing water main, the hydrant 14 connection shall be provided by the City of Yakima Water/Irrigation Division, 15 including the auxiliary gate valve. In some cases, the City will also install the 16 hydrant and all associated piping. The owner or contractor requiring the new fire 17 hydrant shall be responsible for all costs associated with the City's installation. 18 19 Where the contractor installs the hydrant and piping, all materials shall be field 20 chlorinated as described in 7-09.3(24)M prior to connecting to the auxiliary gate 21 valve. 22 23 Once connected, a visual inspection of all connections shall be performed prior to 24 backfilling If the distance between the auxiliary gate valve and hydrant is more 25 than one full length of pipe, the hydrant and piping shall be pressure tested 26 according to 7- 09.3(23) and disinfected according 7-09.3(24) prior to being 27 connected to the auxiliary gate valve and existing water main 28 29 30 7-09.3(24) Disinfection of Water Mains 31 (2017 COY GSP) 32 33 Supplement this section with the following: 34 35 A representative from the City of Yakima Water/Irrigation Division will collect all 36 bacteriological samples for testing and pay the cost associated with the initial 37 samples If test results are unsatisfactory, contractor shall disinfect the water main 38 as previously outlined. New bacteriological samples will be taken by a 39 representative of the Water/Irrigation Division. The contractor will be responsible 40 for all costs associated with subsequent disinfection and sample testing. 41 42 43 7-09.3(24)A Flushing 44 (2017 COY GSP) 45 46 Revise the first paragraph to read: 47 48 All filling, flushing and chlorinating of the new water system shall be done through 49 a metered hydrant or blowoff connection with an approved double check assembly. 50 Contractor shall secure the metered connection and double check assembly from 51 the City of Yakima Weer/Irrigation Division (see also 2-07 3(A) Water Supplied 52 From Hydrants). Sections of pipe to be disinfected shall first be flushed to remove N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ. #• 2340 November 21, 2018 163 1 any solids or contaminated material that may have become lodged in the pipe If a 2 hydrant is not installed at the end of the new main, then a temporary blow -off shall 3 be provided by the contractor large enough to develop a flow velocity of at least 4 2.5 fps in the water main. No portion of the temporary blow -off shall remain in place 5 as part of the permanent water system. Contractor is required to de -chlorinate all 6 water flushed onto the street surface or into any storm drain system Flushing may 7 only be done into the sanitary sewer system if previously approved by the city's 8 Wastewater Division 9 10 Delete the second paragraph. 11 12 13 7-09.3(24)H Point of Application 14 (2017 COY GSP) 15 16 Delete this section. 17 18 19 7-09.3(24)N Final Flushing and Testing 20 (2017 COY GSP) 21 22 Revise the last sentence in the third paragraph to read 23 24 Samples will be collected and bacteriological tests obtained by the City of Yakima 25 Water/Irrigation Division. 26 27 7-09.4 Measurement 28 (******) 29 30 Section 7-09.4 is supplemented with the following 31 32 Connections to existing water mains shall be measured per each connection. 33 34 7-09.5 Payment 35 (******) 36 37 Section 7-09 5 is supplemented with the following. 38 39 "Connect to Existing Water Main", per each. 40 41 42 7-12 VALVES FOR WATER MAINS 43 44 7-12.1 Description 45 (******) 46 47 Section 7-12 1 is supplemented with the following. 48 49 This work consists of adjusting the valve rim, cover and frame. 50 51 7-12.3 Construction Requirements 52 (******) N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 164 1 1 1 1 1 1 1 1 1 1 1 2 Section 7-12.3 is supplemented with the following: 3 4 Valve boxes shall be adjusted to finished grade by using box extensions, riser rings, 5 or other methods or materials approved by the Engineer. Care shall be taken to 6 not damage the valve boxes while adjusting them. Valve boxes that are damaged 7 due to the Contractor's operations shall be repaired or replaced by the Contractor 8 at no additional cost to the Contracting Agency and to the satisfaction of the 9 Engineer. 10 11 Existing valves that are abandoned in -place shall be closed, valve box removed 12 and all voids filled with compacted crushed surfacing. 13 14 15 (2017 COY GSP) 16 Supplement this section with the following: 17 18 Valve box tops and lids shall be placed so that the ears of the lid/notches of the top 19 section are in -line with the direction of the main. 20 21 Where valve boxes are installed in unpaved areas, the contractor shall install a 24- 22 inch square/diameter x 4-inch thick pad of 3,000 psi concrete pad around valve 23 box. The valve box and concrete pad shall be set flush to the surrounding surface. 24 25 26 7-12.3(1) Installation of Valve Marker Post 27 (2017 COY GSP) 28 29 Delete this section. 30 31 32 7-12.4 Measurement 33 (******) 34 35 Section 7-12 4 is supplemented with the following. 36 37 Adjust Valve Box shall be measured per each. 38 39 40 7-12.5 Payment 41 (******) 42 43 Section 7-12.5 is supplemented with the following: 44 45 "Adjust Valve Box", per each. 46 47 48 7-14 HYDRANTS 49 50 7-14.3(1) Setting Hydrants 51 (2017 CGY GSP) 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 165 1 Delete the fourth paragraph 2 3 Supplement this section with the following: 4 5 The hydrant shall be set to the correct elevation on a concrete block base 12- inch 6 x 12-inch x 6-inch thick, which has been placed on undisturbed earth 7 Around the base of the hydrant, the Contractor shall place 0.25 C Y of drain rock 8 ranging in size from 3/4-inch to 1%-inch, said drain rock being for the purpose of 9 allowing free drainage of the hydrant. Hydrants shall be installed according to City 10 of Yakima Standard Detail for Hydrant Assembly, W1 11 12 Where fire hydrants are installed in unpaved areas, the contractor shall install a 5- 13 foot square x 4-inch thick pad of 3,000 psi concrete pad around fire hydrant at the 14 bury line The concrete pad shall be set flush to the surrounding surface. 15 16 17 7-14.3(2)A Hydrant Restraint 18 (2017 COY GSP) 19 20 Revise this section to read as follows 21 22 All mechanical joints associated with the hydrant (shoe, auxiliary gate valve, tee) 23 shall be connected with ROMAC "Grip Ring" accessory pack or approved 24 equivalent. Where the length between the auxiliary valve and hydrant shoe is 25 greater than 18 feet, a Tyton joint "Field-lok" type gasket shall be used at the pipe 26 joint for restraint. No concrete thrust blocking is required at the hydrant tee or at 27 the hydrant shoe 28 29 30 7-14.3(2)B Auxiliary Gate Valves and Valve Boxes 31 (2017 COY GSP) 32 33 Revise this section as follows. 34 35 Auxiliary gate valves and valve boxes shall be installed in accordance with Section 36 7-12 37 38 39 7-15 SERVICE CONNECTIONS 40 41 7-15.1 Description 42 (******) 43 44 Section 7-15 1 is supplemented with the following. 45 46 This work consists of relocating an existing water meter box and service 47 48 This section is supplemented with the following. 49 50 City of Yakima Water/Irrigation Division will relocate all meters to the new meter set 51 for the premises served Service connections shall be installed as shown and noted N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 166 t 1 1 on the plans All service connections shall be installed prior to pressure test and 2 disinfection. 3 4 5 7-15.2 Materials 6 (******) 7 8 Section 7-15.2 has the following material section requirement revised in Special 9 Provisions* 10 11 Service Pipe 9-30.6(3) 12 13 (******) 14 Section 7-15 2 is supplemented with the following: 15 16 Pipe for Ductile Iron Service Connections shall conform to the requirements of 17 Section 9-30 1 of the Special Provisions for Ductile Iron Pipe. 18 19 20 7-15.3 Construction Requirements 21 (******) 22 23 Section 7-15.3 is supplemented with the following: 24 25 Where existing water services are required to be reconnected to a new water main 26 or shown to be relocated the Contractor shall install a new service line from the 27 water main up to the existing or relocated water meter. The Contractor shall install 28 the service line and meter set an additional 5 lineal feet beyond the final location 29 of the existing or relocated water meter. The service pipe shall be capped and 30 sealed. A temporary blow off device shall be constructed at the end of the service 31 line to allow for cleaning and disinfection of the service prior to installation of the 32 water meter. 33 34 For 1-inch and 2-inch service lines, the service connection shall be cross -linked 35 polyethylene (PEX) tubing and include tracer wire. 4-inch Service lines will be a 36 Class 52 Ductile Iron pipe. 4-inch service lines shall meet the City of Yakima's 37 Waterline Separation from Nonpotable Conveyance Systems standards. 38 39 After the service line and meter set has been installed, flushed and disinfected, the 40 Contractor shall coordinate with the City of Yakima Water/Irrigation Division on 41 connecting/relocating of the existing meter The City of Yakima Water/Irrigation 42 Division will relocate and make all installations and connections from the service 43 line to the adjoining properties. 44 45 New irrigation service and meter set will be provided by the Contractor. The 46 Contractor shall install the service line an additional 5 lineal feet beyond the final 47 location of the new irrigation meter. The service pipe shall be capped and sealed 48 A temporary blow off device shall be constructed at the end of the service line to 49 allow for cleaning and disinfection of the service prior to installation of the irrigation 50 water meter. The Contractor will coordinate with the City of Yakima Water/Irrigation 51 Division for installation of the meter. After the meter has been installed the 52 Contractor will install the backflow device in accordance with applicable N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ. #: 2340 November 21, 2018 167 1 Washington State Department of Health rules and regulations and continue with 2 irrigation system construction per Section 8-03 3 4 5 7-15.4 Measurement 6 (******) 7 8 Section 7-15 4 is supplemented with the following 9 10 Backflow device will be measured per each. 11 12 Ductile Iron Service Connections will be measure per each 13 14 15 7-15.5 Payment 16 (******) 17 18 Section 7-15 5 is supplemented with the following 19 20 "Backflow Device", per each. 21 "Ductile Iron Service Connection In Diam.", per each. 22 23 All Contractor work associated with relocated and new meters and meter boxes 24 will be incidental to other waterline work 25 26 27 7-17 SANITARY SEWERS 28 29 7-17.1 Description 30 (******) 31 32 Section 7-17.1 is supplemented with the following 33 34 This work consists of adjustment of existing manholes to finished grade. 35 36 7-17.3 Construction Requirements 37 (******) 38 39 Section 7-17 3 is supplemented with the following 40 41 Existing sanitary sewer manholes shall be adjusted in accordance with Section 7- 42 05 3(1) If contractor damages manhole during Contractor's construction activities, 43 the manhole shall be repaired by the Contractor at no additional cost to the 44 Contracting Agency. 45 46 47 7-17.4 Measurement 48 (******) 49 50 Section 7-17.4 is supplemented with the following 51 52 Adjustment of manholes will be per each N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #• 2340 November 21, 2018 168 1 2 3 7-17.5 Payment 4 (******) 5 6 Section 7-17.5 is supplemented with the following: 7 8 "Adjust Manhole," per each. 9 10 The first paragraph of Section 7-17 5 is revised to read: 11 12 The unit Contract price per linear foot for sewer pipe of the kind and size specified shall 13 be full pay for furnishing, hauling, and assembling in place the completed installation 14 including all wyes, tees, special fittings, joint materials, bedding and backfill material, 15 connections to existing manholes, and adjustment of inverts to manholes for the 16 completion of the installation to the required lines and grades. 17 18 19 7-18 SIDE SEWERS 20 21 7-18.3 Construction Requirements 22 23 7-18.3(5) End Pipe Marker 24 (******) 25 26 Section 7-18.3(5) is deleted from standard specifications. 27 28 7-18.5 Payment 29 The last sentence of Section 7-18.5 is revised to read: 30 31 32 The unit Contract price per linear foot for sewer pipe of the various kind and size 33 specified shall be full pay for all Work required for the completion of the installation 34 including fittings and end caps. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ #: 2340 November 21, 2018 169 1 Division 8 2 Miscellaneous Construction 3 4 8-01 Erosion Control and Water Pollution Control 5 6 8-01.3 Construction Requirements 7 8 8-01.3(1) Erosion and Sediment Control (ESC) Lead 9 10 The second and third paragraphs in Section 8-01.3(1)B are revised to read 11 12 (January 7, 2013 WSDOT GSP) 13 The ESC Lead shall implement the TESC Plan Implementation shall include, 14 but is not limited to 15 16 1 Maintain an on -site TESC plan that reflects current site conditions and 17 work methods Provide weekly updates to the Project Engineer. 18 19 2. Identify arising needs for adaptive management and/or BMPs which 20 were not originally identified in the TESC plan Coordinate all proposed 21 TESC activities with the Project Engineer. 22 23 3 Attend all weekly construction meetings and provide an update on 24 current and planned TESC activities 25 26 4 Ensure that all necessary Best Management Practices (BMP) are 27 identified, implemented and maintained throughout construction 28 29 5. Oversee the installation and maintenance of all TESC control BMP's to 30 ensure continued performance of their intended function. Damaged or 31 inadequate BMP's shall be corrected immediately through coordination 32 with the Engineer. 33 34 When a TESC Plan is included in the contract plans, the ESC Lead shall also 35 inspect all disturbed areas, on -site BMP's, and stormwater discharge points at 36 least once every calendar week and within 24-hours of runoff events in which 37 stormwater discharges from the site. Inspections of temporarily stabilized, 38 inactive sites may be reduced to once every calendar month when approved by 39 the Engineer. The ESC Lead shall complete an Erosion and Sediment Control 40 Inspection Form (Form Number 220-030 EF) for each inspection and a copy 41 shall be submitted to the Engineer no later than the end of the next working day 42 following the inspection 43 44 45 8-02 ROADSIDE RESTORATION 46 47 8-02.1 Description 48 (******) 49 This section is supplemented with the following. 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 170 1 Trees, shrubs, groundcovers, root barriers, streambed cobbles, streambed boulders, 2 root paths, basalt rock mulch, weed barrier fabric, topsoil, staking, and back of sidewalk 3 restoration shall be installed in accordance with these Specifications and as shown on 4 Plans, or as directed by the Engineer. 5 6 8-02.2 Materials 7 (******) 8 Materials shall meet the requirements of the following sections 9 10 Topsoil Type A 9-14.1 11 Fertilizer 9-14 3 12 Stakes, Guys, and Wrapping 9-14.7 13 Root Barrier 9-14.8 14 Root Path 9-14.9 15 Basalt Rock Mulch 9-14.10 16 Pea Gravel 9-14.11 17 Streambed Cobbles (6" Cobbles) 9-14.12 18 Streambed Boulders (2 man size) 9-14 13 19 Weed Barrier Fabric 9-14.14 20 Geotextile for Separation 9-33.2(1), Table 3 21 22 23 8-02.3(1) Responsibility During Construction 24 (******) 25 This section is supplemented with the following: 26 27 Landscape construction is anticipated to begin after all curbs, sidewalks and 28 associated roadside work is completed Landscape materials shall not be installed 29 until weather permits and installation has been authorized by the Engineer. 30 31 Throughout planting operations, the Contractor shall keep the premises clean, free of 32 excess soils, plants, and other materials, including refuse and debris, resulting from 33 the Contractor's work. At the end of each work day, and as each planting area is 34 completed, it shall be neatly dressed, and all surrounding walks and paved areas shall 35 be cleaned to the satisfaction of the Engineer. At the conclusion of work, the Contractor 36 shall remove surplus soils, materials, and debris from the construction site and shall 37 leave the project in a condition acceptable to the Engineer. 38 39 8-02.3(2) Roadside Work Plan 40 (******) 41 This section is supplemented with the following 42 43 Within fourteen (14) calendar days after award of Contract, submit written 44 documentation to the Engineer that all specified plant materials have been ordered. 45 Documentation shall include list of suppliers' names, addresses, and phone numbers 46 along with a list of respective growing or storage locations with addresses. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 171 1 2 The Contractor shall provide all plants of the size, species, variety, and quality noted 3 and specified. 4 5 8-02.3(4)A Topsoil Type A 6 (******) 7 This section is supplemented with the following 8 9 Engineer to approve topsoil and soil amendments prior to placement. Topsoil Type A 10 shall meet all specifications from 9-14 1(1) Provide and install Topsoil Type A to a 11 uniform depth in all tree, shrub, groundcover and planting areas as shown or noted in 12 the Plans 13 14 8-02.3(5) Planting Area Preparation 15 (******) 16 This section is supplemented with the following. 17 18 Prior to installing Topsoil Type A, a percolation test shall be performed. This shall be 19 accomplished by excavating three (3) pits each pit being two (2) feet in depth Location 20 of pits shall be per Engineers field directive. Fill the pit with water and allow to drain for 21 twenty-four (24) hours After twenty-four (24) hours, re -fill the pit with water. If the time 22 required for the pit to drain completely after being filled the second time is greater than 23 twenty-four (24) hours, the Contractor shall notify the Engineer The Contractor shall 24 be paid for work required to solve the drainage problem, such as drainage sumps at a 25 unit price basis and agreed upon by a Change Order prior to commencement of work. 26 27 Topsoil Type A shall not be placed when ground is frozen, excessively wet, or in the 28 opinion of the Engineer, in a condition detrimental to the work Tree, shrub and 29 groundcover planting areas shall be brought to a uniform finish grade of four (4) inches 30 below adjacent sidewalks or curbs prior to installing basalt rock mulch or pea gravel. 31 32 All planting areas shall be finish graded and accepted by the Engineer before 33 commencement of planting Finish grade of planting areas shall allow for placement of 34 basalt rock mulch to be added to individual planting areas as specified herein All 35 grades shall flow smoothly into one another and provide positive stormwater drainage 36 The Contractor is responsible for any adverse drainage conditions that may affect plant 37 growth unless the Contractor contacts the Engineer immediately, indicating any 38 possible problem. 39 40 8-02.3(6) Soil Amendments 41 (******) 42 Delete entire section and replace with the following. 43 44 Contractor shall send a minimum of three representative samples of subgrade soil to an 45 approved soil testing laboratory (state laboratory or recognized commercial laboratory). 46 The cost for testing shall be borne by the Contractor. 47 48 A soil analysis report, including the soil laboratory recommendations for plant growth, shall 49 be submitted to the Engineer for approval prior to incorporating soil amendments into the 50 subgrade and placing Topsoil Type A. Contractor shall be paid for soil amendments by 51 Force Account. Testing shall be performed in accordance with the most current edition of N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 21, 2018 172 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Methods of Soil Analysis published by the Soil Science Society of America, Inc. The soil 2 test analysis reports and recommendations shall include the following: 3 4 1. Fertility Analysis 5 6 Extractable analyses: nitrate nitrogen, ammonium nitrogen, phosphorous, 7 potassium, calcium, magnesium, copper, zinc, manganese and iron. 8 9 Saturation extract values: calcium, magnesium, potassium, sodium, boron, 10 sulfate, pH, lime content, salinity and sodium adsorption ratio (SAR) 11 12 2. Organic Content and Particle Size Appraisal 13 14 Organic percent by oven dried weight, and USDA Particle size. 15 16 3 Cation Exchange Capacity (CEC) 17 18 4. Laboratory Recommendations 19 20 Written and signed statement from the soil -testing laboratory that they have reviewed the 21 project planting plans and the planting specifications, and that their recommendations for 22 soil amendments respond to the specific needs of the Contract. 23 24 Soil amendment recommendations shall be organic based. Chemical based soil 25 amendments shall not be acceptable 26 27 8-02.3(7) Layout of Planting 28 (******) 29 This section is supplemented with the following: 30 31 The Contractor shall lay out plant materials and confirm quantities with the Engineer 32 prior to site delivery. The Contractor shall neither deliver to the site nor install planting 33 materials until authorized by the Engineer. The contractor shall provide the Engineer 34 with at least one week notice prior to preparing plants for shipping. 35 36 8-02.3(8) Planting 37 (******) 38 This section is supplemented with the following. 39 40 Where the drainage of planting holes is limited or non-existent because of heavy clay, 41 hardpan, or rock, it is the responsibility of the Contractor to advise the Engineer who 42 will determine if the drainage is adequate for planting. The Engineer will determine the 43 method and extent of improved drainage required. 44 45 All trees, shrubs and groundcover shall be planted as detailed on the Plans. 46 47 Trees shall be handled by the rootball, not by the trunk. Hold tree rigidly in position 48 until prepared soil has been backfilled and tamped firmly around the ball or roots. 49 50 When pit is backfilled halfway, place the specified quantity of fertilizer per the soil 51 laboratories recommendations. Carefully place, water, and compact prepared soil, and 52 fill all voids. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 173 1 2 When planting pit is three-quarters (3/4) backfilled, fill with water and allow water to 3 soak away. Fill pits with additional prepared soil to finish grade, and continue 4 backfilling and compacting as detailed on the Plans Water immediately after planting. 5 6 8-02.3(9) Pruning, Staking, Guying & Wrapping 7 (******) 8 This section is supplemented with the following. 9 10 Contractor shall verify location of underground utilities prior to installation of tree 11 stakes Avoid and protect underground utilities as required 12 13 If determined and directed by the Engineer, all deciduous tree trunks shall be wrapped 14 promptly after planting with accepted material, per specification 9-14.7; wrapping as 15 approved by American Association of Nurserymen Wrapping material for tree trunks 16 shall be heavy crepe paper, or other suitable material, in strips six (6) to ten (10) inches 17 wide Wrapping shall be done spirally from ground line to the height of the second 18 finished branches. All wrapping shall be neat and snug, and the material shall be held 19 in place by a suitable non -plastic cord or other approved material Wrapping shall occur 20 prior to staking Wrapping shall be removed at the end of the plant establishment period 21 or earlier as determined by the Engineer. The cost for tree wrapping shall be 22 considered incidental and included in the unit contract price for "PSIPE 23 24 Duckbill tree stakes for trees in tree grates shall be as specified in Section 9-14.7 and 25 as shown on the Plans Install root ball straps a minimum of 6-inches from tree trunk. 26 Root ball straps shall not touch or girdle tree trunk. 27 28 8-02.3(10) Fertilizer 29 (******) 30 This section is supplemented with the following: 31 32 Fertilizer shall be added to topsoil as defined in Section 9-14 1(1), Topsoil Type A of 33 the Special Provisions. The cost for fertilizer soil amendments shall be considered 34 incidental to and included in the unit contract price for Topsoil Type A. 35 36 Payment for fertilizer shall be included in other bid items involved, and no further 37 payment shall be made 38 39 8-02.3(12) Completion of Initial Planting 40 (******) 41 This section is supplemented with the following 42 43 When the Contractor feels that the initial planting is complete, the Contractor shall 44 notify the Engineer and request an inspection, after which the Engineer will make an 45 inspection and prepare a list of all planting items that remain to be completed. The 46 Contractor shall then complete or correct all items identified by the Engineer within 47 fifteen (15) working days and request another inspection. The Engineer shall then 48 provide the contractor with written notification of acceptance of initial planting, at which 49 point the plant establishment period shall begin 50 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 174 1 1 8-02.3(13) Plant Establishment 2 (******) 3 This section is supplemented with the following 4 5 Any suspensions for non-compliance will increase the duration of first year plant 6 establishment. 7 8 Suspension of Time 9 Failure to Comply: 10 Failure to comply with corrective steps as outlined by the Engineer shall result in a 11 suspension of time for first year plant establishment. 12 13 Suspension Relief: 14 Any such suspension of time shall not be lifted until all unsatisfactory conditions 15 have been corrected to the satisfaction of the Engineer 16 17 Suspension and Penalties: 18 If a suspension of time is in effect for more than fifteen (15) calendar days without 19 effective action being taken by the Contractor, the City will have justification to take 20 corrective steps and to deduct all costs thereof from moneys due the Contractor. 21 22 Plant Establishment Plan 23 Prior to initial planting acceptance as defined in Section 8-02 3(12) and in 24 accordance with Section 8-02.3(13), the Contractor shall submit a plant 25 establishment plan for approval by the Engineer. The plan shall define the work 26 necessary to maintain all contract areas during the period between initial planting 27 acceptance through the acceptance of first year plant establishment. 28 29 The plan shall show the scheduling, frequency, dates, materials and equipment 30 utilized, whichever may apply, for all maintenance activities including, but not 31 limited to, the following: 32 33 A. Plant Establishment 34 1 Pruning as directed by Engineer 35 2. Fertilizing 36 3. Watering - amount in inches per week 37 4. Weed Control 38 5. Litter and Debris Removal 39 6. Staking/Guying Removal 40 7. Erosion Control Methods and Procedures 41 8. Plant Replacement 42 43 B. Irrigation 44 1. Winterization Procedure 45 2. Spring Start-up Procedure 46 3. Backflow Prevention Assembly - Annual Testing 47 4 Head Replacement, Repairs and Adjustments 48 5. Automatic Controller Program by Zone - time and duration 49 6 Inspection for Complete Operation 50 7. Vandalism and Accidental Damage Repair 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 175 1 2 C Other items as determined by the Contractor 3 4 Should this plan become unworkable at any time during the specified period, the 5 Contractor shall submit and receive approval of a revised plan Failure to comply 6 with the plant establishment plan or revising the plan without approval by the 7 Engineer, shall result in a suspension of time for first year plant establishment. 8 9 10 8-02.3(17) Root Barrier 11 (******) 12 New Section 8-02 3(17) is added 13 14 Contractor shall provide and install Root Barrier as shown on Plans 15 16 8-02.3(18) Root Path 17 (******) 18 New Section 8-02.3(18) is added: 19 20 Contractor shall provide and install Root Path as shown on Plans 21 22 8-02.3(19) Basalt Rock Mulch 23 (******) 24 New Section 8-02.3(19) is added: 25 26 Contractor shall provide and install Basalt Rock Mulch as shown on plans. 27 28 8-02.3(20) Pea Gravel 29 (******) 30 New Section 8-02.3(20) is added 31 32 Contractor shall provide and install Pea Gravel as shown on plans 33 34 8-02.3(21) Streambed Cobbles 35 (******) 36 New Section 8-02 3(21) is added 37 38 Contractor shall provide and install Streambed Cobbles as shown on plans 39 40 8-02.3(22) Streambed Boulders 41 (******) 42 New Section 8-02 3(22) is added 43 44 Contractor shall provide and install Streambed Boulders as shown on plans 45 46 8-02.3(23) Back of Sidewalk Restoration 47 (******) 48 New Section 8-02.3(23) is added: 49 50 The Contractor shall blend the new construction into developed properties adjacent to 51 the project using matching materials to those existing This may include, but not limited N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #• 2340 November 21, 2018 176 1 to river rock, crush rock, red lava rock, and seeded lawn. Materials shall be submitted 2 to the Engineer for review and approval prior to installation. Seed mix shall be 3 appropriate and adaptable to the region. Grass lawn seed areas shall receive 2 inch 4 depth of Topsoil Type A prior to seeding, with top of topsoil flush to top of adjacent 5 pavement prior to seeding. Existing irrigation systems shall be identified, protected and 6 restored during construction. Review protection and restoration of existing landscape 7 and irrigation systems with Engineer prior to beginning construction 8 9 8-02.3(24) Weed Barrier Fabric 10 (******) 11 New Section 8-02.3(24) is added' 12 13 Contractor shall provide and install Weed Barrier Fabric as shown on plans Contractor 14 shall install per manufacture's recommendations with sufficient size, quantity and 15 spacing of stakes to adequately secure fabric 16 17 8-02.4 Measurement 18 (******) 19 This section is supplemented with the following: 20 21 "Topsoil Type A" shall be measured by cubic yard 22 23 "Root Barrier" will be measured by the linear foot. 24 25 "Root Path" shall include trench excavation, haul, bedding, compaction, laying and 26 jointing drain core and fittings, Geotextile for Underground Drainage and cleanup as 27 shown on Plans. "Root Path" will be measured by the linear foot of root path installed. 28 29 "Basalt Rock Mulch" shall be measured by cubic yard. 30 31 "Pea Gravel" shall be measured by cubic yard. 32 33 "Streambed Cobbles" (6" Cobbles) shall be measured by cubic yard. 34 35 "Streambed Boulders" (2 man size) shall be measured by each. 36 37 "Back of Sidewalk Restoration" shall be measured by Force Account. 38 39 "Weed Barrier Fabric" shall be measured per square yard 40 41 "Soil Amendment" shall be measured by Force Account. 42 43 8-02.5 Payment 44 (******) 45 This section is supplemented with the following: 46 47 "Topsoil Type A" shall be per cubic yard and include source of material, pre -excavation 48 weed control, excavating, testing, amending, loading, hauling, weed control, 49 spreading, placing, cultivating, and compacting topsoil Type A. 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November21, 2018 177 1 "RoJt Barrier" per linear foot. The unit contract price per linear foot for "Root Barrier" 2 shall be full pay for all costs necessary for furnishing and installing root barrier as 3 detailed in the plans, miscellaneous hardware and other related items or work. 4 5 "Root Path" per linear foot. The unit price for "Root Path" shall be full pay for providing 6 and installing root path as shown on Plans 7 8 "Basalt Rock Mulch" per cubic yard. The unit price for Basalt Rock Mulch shall be full 9 pay for providing and installing as shown on Plans. 10 11 "Pea Gravel" per cubic yard The unit price for Pea Gravel shall be full pay for providing 12 and installing as shown on Plans. 13 14 "Streambed Cobbles" (6" Cobbles) per cubic yard The unit price for Streambed 15 Cobbles shall be full pay for providing and installing as shown on Plans. 16 17 "Streambed Boulders" (2 man size) per cubic yard. The unit price for Streambed 18 Boulders shall be full pay for providing and installing as shown on Plans. 19 20 "Back of Sidewalk Restoration" by Force Account. All costs for providing property 21 restoration work will be paid for by force account as specified in Section 1-09 6. To 22 provide a common Proposal for all Bidders, the Contracting Agency has estimated the 23 amount of force account for "Back of Sidewalk Restoration" and has entered the 24 amount in the Proposal to become a part of the total Bid by the Contractor. 25 26 "Weed Barrier Fabric" per square yard. The unit price for "Weed Barrier Fabric" shall 27 be full pay for providing and installing as shown on Plans and per manufacture's 28 recommendations. 29 30 "Soil Amendment" by Force Account. All costs for providing soil amendment work will 31 be paid for by force account as specified in Section 1-09.6. To provide a common 32 Proposal for all Bidders, the Contracting Agency has estimated the amount of force 33 account for "Soil Amendment" and has entered the amount in the Proposal to become 34 a part of the total Bid by Contractor. 35 36 37 8-03 IRRIGATION SYSTEMS 38 39 8-03.1 Description 40 (******) 41 The paragraph shall be revised to read: 42 43 This Work consists of installing a design build irrigation system in accordance with these 44 Specifications and the details shown in the Plans and as approved by the landscape 45 architect. 46 47 48 8-03.3 Construction Requirements 49 (******) 50 Section 8-03 3 is supplemented with the following 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 21, 2018 178 1 The irrigation system shall be comprised of two (2) types of watering systems System types 2 shall be on separate valves. A root watering system (RWS) shall comprise of the first system 3 to water the root balls of all trees along the project corridor. A minimum of three (3) RWS 4 dispensers shall be installed and comprised with a bubbler head dispensing device, 18" length 5 with 1.0 GPM bubbler. Locate RWS's evenly around the root ball. Location of the RWS shall 6 be coordinated with the root path location, root balls and electrical receptacle shown in plans. 7 The second system shall be a drip system to address the watering needs of all shrubs and 8 groundcover. The drip system shall include dripper tubing with an emitter placed every 18 9 inches with 0 6 gallons per hour (GPH) emitters, and dripper tubing row spacing of 18 inches. 10 Contractor shall submit shop drawing for entire irrigation system and system components for 11 review and approval by the Engineer prior to construction 12 13 (******) 14 This paragraph shall be added as the first paragraph: 15 16 Landscape contractor shall provide design drawings of the proposed irrigation system to 17 the landscape architect to review and approve prior to installation. 18 .19 (******) 20 The first paragraph shall be revised to read: 21 22 Location of pipe, tubing, sprinkler heads, emitters, valves, and other equipment shall be 23 as shown in the Plans, provided by the landscape contractor, and shall be of the size and 24 type indicated No changes shall be made except as approved by the landscape 25 contractor 26 27 8-03.3(1) Layout of Irrigation System 28 (******) 29 The paragraph shall be revised to read: 30 31 The Contractor shall stake the irrigation system following the proposed schematic design 32 shown in the approved Plans Approval must be obtained from the landscape architect. 33 Alterations and changes in the layout may be expected in order to conform to ground 34 conditions and to obtain full and adequate coverage of plant material with water. However, 35 no changes in the system as planned shall be made without prior authorization by the 36 landscape architect. 37 38 Sleeves under the roadway extending distances longer than 40 feet shall be constructed 39 of ductile. For sleeves extending long distances or at sleeve crossings, a maintenance 40 junction box shall be installed every 100 feet. 41 42 8-03.3(1)A Locating Irrigation Sleeves 43 (******) 44 The paragraph shall be revised to read: 45 46 Existing underground irrigation sleeve ends shall be located by potholing. Irrigation 47 sleeves placed during general construction prior to installation of the irrigation system 48 shall be marked at both ends with a 2 by 4 by 24 inch wood stake extending 6 inches out 49 of the soil and connected to the stake with wire 50 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 179 1 2 (******) 3 SITE FURNISHINGS 4 5 Description 6 7 This work consists of providing and installing benches, trash receptacles, bike racks, 8 and tree grates including all fastenings, equipment and related material needed to 9 facilitate installation in accordance with these Specifications and as shown in the 10 Plans or as directed by the Engineer Benches, trash receptacles, and bike racks are 11 not shown on Plans and shall be located as directed by Owner. 12 13 Materials 14 15 Materials shall meet the requirements of the following sections. 16 17 Benches 9-37 1 18 Trash Receptacles 9-37.2 19 Bike Racks 9-37 3 20 Tree Grates 9-37 4 21 22 23 Construction Requirements 24 25 General 26 27 Before proceeding with any work, the Contractor shall inspect the site, carefully 28 check all grades, and verify all dimensions and conditions affecting the work The 29 Contractor shall immediately notify the Engineer of any discrepancy on line and 30 level 31 32 The Contractor shall submit product cut sheets of all selected site furnishings for 33 review by the Engineer prior to construction. 34 35 For the tree grates, stake alignment and locations for review and orientation by 36 Engineer prior to installation For all other site furnishings, Engineer to field locate 37 for installation 38 39 Install all site furnishings rigid, shim to plumb and true to lines and levels shown on 40 Plans 41 42 All ends of bolts shall be vandal resistant. Remove all sharp edges and metal 43 burrs. 44 45 Welded pieces shall be free of burrs, slag or other waste material prior to 46 galvanizing. All welds shall be continuous without gaps 47 48 49 Hardware 50 51 All metal hardware including bolts, nuts, and anchor bolts shall be Stainless Steel 52 Type 304 unless otherwise noted and recommended by the manufacturer All bolts N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 21, 2018 180 1 1 shall have standard cut washers respective size. All stainless steel bolts to have 2 neoprene washers each end of bolts, etc. shall have stainless steel washers and 3 nuts. Hardware not noted by size shall be sufficient to draw and hold members 4 securely 5 6 Benches 7 8 Install, shim to plumb and level in locations as determined by the Engineer, and in 9 accordance with manufacturer's written recommendations. Assemble benches per 10 manufacturer's written recommendations. 11 12 Trash Receptacles 13 14 Install, shim to plumb and level in locations as determined by the Engineer, and in 15 accordance with manufacturer's written recommendations. Assemble trash 16 receptacles per manufacturer's written recommendations. 17 18 Bike Racks 19 20 Install, shim to plumb and level in locations as determined by the Engineer, and in 21 accordance with manufacturer's written recommendations. Assemble bike racks 22 per manufacturer's written recommendations. 23 24 Tree Grates 25 26 Frames shall be observed for straightness prior to and after concrete work. 27 Warping or irregularities in frame flatness shall be unacceptable. Provide adequate 28 framing and support to metal frame to prevent warping during concrete installation. 29 Engineer to review temporary supports prior to and during concrete pour. 30 Contractor shall submit shop drawings of frame and grate for review and approval 31 by Engineer prior to construction. Drawings shall indicate anchoring methods to 32 surrounding concrete sidewalk and curb. Shop Drawings shall also indicate size 33 and location of access port for electrical receptacle to ensure that opening aligns 34 with receptacle and does not conflict with root ball, irrigation or root paths. 35 36 Each grate panel shall be bolted to frame with flat head stainless steel bolts into 37 pre -drilled holes in the frames, per the manufacturer's recommendations. Grates 38 shall lay flat and snug into frames. Raised edges or movement of installed grates 39 will be unacceptable. 40 41 Delivery, Storage And Handling 42 43 Deliver and store site furnishings in accordance with manufacturer's or supplier's 44 written recommendations. 45 46 Protection 47 48 Protect site furnishings from vandalism and damage that might be incurred by 49 construction traffic, equipment, property, and persons. 50 51 Clean -Up 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 181 1 All work areas shall be kept clean during progress of work and until completion 2 Dispose of all surplus, waste materials, and rubbish according to laws, regulations, 3 and ordinances. 4 5 Provide certification from disposal site operator stating that disposal site complies 6 with all governmental regulations 7 8 Measurement 9 10 Benches, trash receptacles, bike racks, and tree grates shall be measured per each 11 12 Payment 13 14 Payment shall be made in accordance with Section 1-04 1, for each of the following 15 listed Bid items that are included in the Proposal 16 17 "Benches", per each 18 19 "Trash Receptacles", per each 20 21 "Bike Racks", per each 22 23 "Tree Grates" per each. 24 25 The unit Contract price for Benches, Trash Receptacles, Bike Racks, and Tree 26 Grates shall be full pay for all materials, labor, tools, equipment and supplies 27 necessary to furnish and install the above as specified and shown on the Plans 28 29 8-04 CURBS, GUTTERS AND SPILLWAYS 30 31 8-04.3 Construction Requirements 32 33 Section 8-04.3 is supplemented with the following 34 35 (....***t) 36 Contraction Joints shall be lined up with score lines on sidewalk where applicable 37 38 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 39 40 8-06.4 Measurement 41 42 Section 8-06 4 is supplemented with the following: 43 44 (******) 45 Commercial driveway entrances will be measured by the square yard of finished 46 surface 47 48 8-06.5 Payment 49 50 Section 8-06 4 is supplemented with the following 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ #• 2340 November 21, 2018 182 1 (******) 2 "Commercial Driveway Entrance", per square yard. 3 The unit contract price shall be full pay for all work to construct the driveway and 4 the area of sidewalk in the driveway wings and behind the ramp, and the traffic 5 curb for the driveway. 6 7 8 8-13 Monument Cases 9 10 8-13.1 Description 11 12 Section 8-13 1 is deleted and replaced by the following: 13 14 (March 13, 1995 WSDOT GSP) 15 This work shall consist of furnishing and placing monument cases, covers, and pipes in 16 accordance with the Standard Plans and these Specifications, in conformity with the lines 17 and locations shown in the Plans or as staked by the Engineer. 18 19 8-13.2 Materials 20 21 Section 8-13.2 is supplemented with the following: 22 23 (******) 24 The pipe monument case shall be a Sather Mfg Co. #2022. 25 26 8-13.3 Construction Requirements 27 28 The last paragraph of Section 8-13.3 is revised to read: 29 30 (March 13, 1995 WSDOT GSP) 31 The Engineer will be responsible for placing the concrete core and tack or wire inside the 32 pipe. 33 34 8-13.4 Measurement 35 36 Section 8-13.4 is deleted and replaced by the following: 37 38 (******) 39 Measurement of monument case and cover be by the unit for each monument case and 40 cover furnished and set. 41 42 8-13.5 Payment 43 44 Section 8-13.5 is supplemented with the following. 45 46 (******) 47 "Monument Case and Cover", per each. 48 49 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 183 1 8-14 CEMENT CONCRETE SIDEWALKS 2 3 8-14.3 Construction Requirements 4 5 Section 8-14 3 is supplemented with the following: 6 7 (******) 8 Sidewalk scoring shall follow the following guidelines 9 10 • Scoring pattern shall match detail shown in Plans. Scoring pattern begins at tree 11 wells and radiates out. Scoring layout shall be approved by the Engineer prior to 12 each concrete pour 13 •Sidewalk shall be broom finished perpendicular to direction of travel. 14 •Contraction Joints shall be installed every 15 feet (or less if length is not 15 achievable) along a score line 16 17 18 8-20 Illumination, Traffic Signal Systems, and Electrical 19 20 8-20.1 Description 21 (******) 22 Section 8-20 1 is supplemented with the following. 23 24 This work shall include supplying conduit and conductors from the Contactor Cabinet 25 and the power source as identified by Yakima Power Company. 26 This work shall include removal of existing street lights as called out in Section 2-02 27 Removal of Structures and Obstructions. Luminaires called out for removal in the 28 Plans to be done by the Contractor shall become the property of the Contractor upon 29 removal 30 This work shall consist of construction of a GFIC electrical service to each tree well 31 and street light. The location of each GFIC outlet is identified in the Plans. The size 32 and quantity of conduit to be installed in the trench is identified in the Plans 33 This work shall consist of supplying and installing LED street lights and LED 34 pedestrian scale lighting 35 The work shall consist of supplying and installing a permanent traffic count station as 36 shown in the Plans and in these Special Provisions 37 Installation of assessable pedestrian signal (APS) pushbuttons at mid -block 38 pedestrian signal. This includes pulling new conductors for the APS pushbuttons per 39 the manufactures requirements 40 41 The work shall consist of supplying and installing a conduit and conductors to the 42 irrigation control cabinet as shown in the Plans and in these Special Provisions. 43 44 8-20.2 Materials 45 (******) 46 Section 8-20 2 is supplemented with the following 47 48 Materials shall meet the requirements as required in the following: N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 184 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 Luminaires and Poles 3 Luminaire and pole for the pedestrian scale lighting shall include the Holophane 4 Milwaukee Harp Series with 115 Watts LED as shown in the plans and details, or 5 approved equal. 6 LED 115 4K RFD176831 AS 3B4A 7 8 Luminaire, pole and mast arm for the arterial luminaire shall include the Cree 9 XSP2 SeriesLED street light with Horizontal Tenon, Type II as shown in the plans 10 and details, or approved equal. 11 BXSPA022A-USFN 12 13 Metered Service Pedestal 14 Street light contactor (service) cabinet shall include a 200 AMP meter socket 15 and conform to Yakima Standard Detail E4 16 17 Permanent Traffic Count Station 18 Permanent Traffic Count Station shall be Wavetronix HD Count Station, or 19 approved equal, and shall include the following 20 • Wavetronix HD 126, 24 GHz Smart Sensor 22 Lane 21 • 20 foot 105V and HD 126 Cable with Connector 22 • Sensor Mount — 6" 3 Axis Aluminum Bracket 23 • Power/RS232/RS485 Lighting Surge Protector 24 • 1 Amp@24 VDC Power Supply 25 • Resettable Breaker/Switch 0 5 Amp 26 • 120 Volt AC Surge 27 • 8 foot Male Plug Power Cord 28 • RS-485 to USB Converter Cable 29 • Cabinet C10-FG Fiberglass 10x8x6 with Cable Grips 30 31 Cobra Head Poles 32 Cobra head poles shall be powder coated with the following color: 33 34 RAL9005 30% Gloss 35 36 Accessible Pedestrian Signal (APS) System 37 Prior to start of the installation of the APS, The Contractor shall submit a sample 38 unit for testing Installation of the APS shall not begin until written approval of 39 the sample has been received from the Engineer. If the unit fails to pass testing, 40 the Contractor shall repair or replace the subsequent units at his expense. 41 42 A field test of a single APS shall be performed in the presence of the Engineer. 43 All repairs or replacements required to ensure a fully operational system shall 44 be at the Contractor's expense. 45 The Accessible Pedestrian Signal (APS) shall be an audible -tactile pedestrian 46 signal system and shall consist of all electronic control equipment, mounting 47 hardware, pushbuttons and signs designed to provide both a pushbutton with 48 a raised, vibrating tactile arrow on the button as well as a variety of audible 49 indications for differing pedestrian signal functions. The APS system shall meet 50 the following as provided by Polera or approved equal meeting the following 51 specifications N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 185 1 2 Polera EZ Communicator Navigator APS or approved equal (including 3 pedestrian head control unit, pushbutton assembly and all other system 4 components) shall be 4 wire Push Button Stations (EN4 PBS and PHCU4W) 5 6 The APS shall meet the following requirements: 7 (1) 2009 Manual of Uniform Traffic Control Devices (MUTCD), 8 Chapter 4E — Pedestrian Control Features 9 (2) IEC 61000-4-4, 4-5 Transient Suppression requirements. 10 (3) FCC Title 47, Part 15, Class A, Electronic Noise requirements 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The APS pushbutton enclosure shall meet the NEMA 250 — Type 4X enclosure requirement. Upon installation the APS shall have the following functional requirements (a) APS functional requirements The APS shall have the following functional features (1) The APS shall be programmable and adjustable Programming and adjustments shall be made using a laptop computer or vendor supplied programmer. No additional hardware or equipment shall be required. The APS shall be fully compatible with the three latest versions of the Windows operating platform. The programmable features shall be A. Push-button locator tone B Walk and Wait audible message C. Audible push-button informational message D Audible crossing beacon E. Vibrating tactile arrow F Independent minimum and maximum volume limits for the Locator Tone, Walk and Audible Beaconing features. (2) All audible features shall emanate from the pedestrian pushbutton housing The APS shall utilize digital audio technology, having a minimum 12-bit sample at a 16k Hz sample rate Total harmonic distortion shall be less than 3 percent at 75 decibels The APS shall provide independent ambient sound adjustment for the Locator Tone feature The APS shall allow for Locator Tone volume to be set below the ambient noise level. The system shall have, at a minimum, three programmable locator tones. All sound levels shall adjust automatically utilizing an internally mounted, interval ambient sensing microphone, in accordance with the MUTCD (3) The APS shall monitor the Walk condition for conflict operation. As a standalone unit, the APS shall disable the Walk functionality should a conflict be detected. (4) The APS system shall log cumulative call data. The data shall be date and time stamped, and shall be accessible via laptop N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ #• 2340 November 21, 2018 186 1 (5) The system shall have a programmable Extended Push Activation 2 feature with the ability to extend the Walk time and provide an 3 informational audible message. Activation shall be programmable 4 from one to six seconds. 5 6 (6) The system shall provide a programmable audible Wait message 7 when the button is pushed. The message shall only annunciate once 8 per actuation. 9 10 (1) The PHCU shall be mounted in pedestrian signal head to the back of 11 the of the housing. 12 13 (2) The voltage at the push button shall not exceed 24 VAC. 14 15 (b) Push Button Assembly (PBA). 16 17 (1) The PBA shall be a single assembly containing an ADA compliant, 18 vibro-tactile, directional arrow button, weatherproof audible speaker 19 and informational sign with optional placard braille messages. The 20 PBA shall housing shall not incorporate any plastic or polycarbonate 21 parts. 22 23 (2) The PBA tactile arrow shall be 2 inches in length and shall be field 24 adjustable to two directions. 25 26 (3) The pushbutton shall utilize Piezo switch technology rated at greater 27 than twenty million operations. Vibro-tactile operation shall pulse at 20 28 Hz with a minimum 0.003-inch displacement against a 2 pound 29 applied force 30 31 (4) The PBA assembly shall be capable of mounting on a curved or flat 32 surface utilizing either machine screws or bolts or banding type 33 mounting hardware. The PBA shall accommodate mounting to a 34 minimum 2-inch diameter pole. 35 36 8-20.3 Construction Requirements 37 Section 8-20 3 is supplemented with the following. 38 39 (******) 40 Illumination 41 Harp Series Luminaires shall be installed in accordance with the Holophane Harp Series 42 LED Luminaire Series installation and maintenance manual. 43 Harp style Luminaire poles shall be installed in accordance with the manufacturer's 44 directions. 45 46 Permanent Traffic Count Station 47 The Wavetronix HD Count Station shall be installed in accordance with the manufacturer's 48 specifications and the information in the plans. 49 50 Accessible Pedestrrian Signal N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #• 2340 November 21, 2018 187 1 The APS shall be installed in accordance with manufacturer's recommendations The 2 pushbutton shall be mounted to the traffic signal poles as orientated on the plans 3 4 Material Submittals 5 Within a minimum of 30 calendar days prior to the anticipated construction, provide all 6 documentation, pertaining to the materials and method of execution proposed to satisfy 7 the requirements of this section. The Engineer's approval is required prior to the 8 committing of any materials or the commencement of any work. 9 The Engineer will either approve or disapprove each submitted item within 10 working days 10 of submittal subject to the completeness of the contractor's submittal. Actual elapsed time 11 for the Engineer's review is dependent upon the completeness and appropriateness of the 12 documentation being submitted Any deficiencies in the Contractor's submittals shall 13 require additional time for approval Any delays caused by such deficiencies shall not be 14 grounds for extension of project consideration dates 15 The Engineer's approval of any submitted documentation shall in no way relieve the 16 Contractor from compliance with the safety and performance requirements as specified 17 herein. 18 In addition, keep on the job site one set of project plans showing any work that has been 19 constructed or located differently than shown Upon completion of the work and prior to 20 acceptance of the project, this "As -Built" set of plans shall be certified by the Contractor, 21 delivered to the Engineer and acceptance shall be in the form of a signed receipt. Final 22 payment shall be withheld until receipt of a complete set of "As -Built" plans 23 24 25 8-20.5 Payment 26 Section 8-20.5 is supplemented with the following 27 28 (******) 29 "Permanent Traffic Count Station", lump sum Includes furnishing and installing all 30 items of the count station, including the Wavetronix HD SmartSensor, cabinet and 31 support equipment, pole and pole base, and cables All additional materials and 32 labor not shown in the plans, called for herein, or as directed by the Engineer that 33 are required to complete this work shall be included in the lump sum price. 34 35 36 "Illumination System", lump sum. Includes the pedestrian level lighting, arterial 37 lighting, future conduit, and GFIC electrical outlets and will include furnishing and 38 installing all associated items as shown on the Plans All cost associated with the 39 conduit, conductors, service cabinets, electrical outlets, junction boxes shall be 40 included in the contract price for the illumination system 41 42 "Accessible Pedestrian Signal", lump sum. Includes the 4 wire push button stations 43 and pedestrian head control unit will include furnishing and installing all items as 44 shown on plans All cost associated with support equipment and cables shall be 45 included in the contract price for Accessible Pedestrian Signal. 46 47 48 8-21 Permanent Signing 49 50 8-21.1 Description 51 52 Section 8-21 1 is supplemented with the following. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #• 2340 November 21, 2018 188 1 2 (******) 3 Street name signs will be obtained and installed by the City of Yakima. All signs removed 4 along the project corridor as noted in the Plans shall become the property of the Contractor. 5 6 8-21.2 Materials 7 8 Roadside Sign Structures 9 Section 9-06 16 is supplemented with the following: 10 11 (January 3, 2011 WSDOT GSP) 12 Perforated Steel Square Sign Post System 13 Where noted in the Plans, steel sign post systems shall be square, pre -punched 14 galvanized steel tubing, that are NCHRP 350 Test Level 3 Certified and FHWA 15 approved. The steel sign post system shall include all anchor sleeves, and other 16 hardware required for a complete sign installation. 17 18 System Acceptance 19 Systems listed in the current QPL will be accepted per the QPL approval code. 20 Systems not listed in the QPL will be accepted based on a Supplier's Certificate of 21 Compliance. The Supplier's Certificate of Compliance will be a contract specific letter 22 from the supplier stating the system is NCHRP 350 Test Level 3 compliant. 23 24 BOLLARDS 25 (April 4, 2011 WSDOT GSP) 26 27 Description 28 This work shall consist of furnishing and installing steel bollards in accordance with the Plans, 29 Standard Plans, and these Specifications, at the locations shown in the Plans or as staked by 30 the Engineer. 31 32 Materials 33 Posts and Hardware 34 Type 1 and Type 2 bollard posts shall be ASTM A 53, NPS 3 (3" Nom.) schedule 80 steel 35 pipe. Post sleeves shall be ASTM A 53, NPS 4 (4"Nom.) schedule 40 steel pipe 36 37 Type 3 bollard posts shall be steel structural tubing per ASTM A 500 Gr B. 38 39 Steel plate shall be per ASTM A 36. 40 41 All steel parts shall be hot -dip galvanized after fabrication in accordance with AASHTO M 42 111 43 44 Reflective Tape 45 Reflective tape shall be one of the following or an approved equal: 46 47 Scotchlite High Intensity Grade Series 2870 48 Reflexite AP-1000 49 Scotchlite Diamond Grade LDP Series 3970 50 T-6500 High Intensity (Type IV) 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 189 1 Concrete 2 Footings shall be constructed using concrete Class 3000 3 4 Construction Requirements 5 Bollards shall be constructed in accordance with the Standard Plans. 6 7 Bollards shall not vary more than 1/2 inch in 30 inches from a vertical plane 8 9 Bollard posts and the exposed parts of the base assembly shall be painted in accordance with 10 Section 6-07 3(11) for galvanized surfaces. The top coat shall match Federal Standard 595, 11 Color No 33538 Traffic Signal Yellow 12 13 Measurement 14 Measurement for bollards will be by the unit for each type of bollard furnished and installed 15 16 Payment 17 Payment will be made in accordance with Section 1-04.1, for the following bid items: 18 19 "Bollard Type ", per each 20 21 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ #• 2340 November 21, 2018 190 1 Division 9 2 Materials 3 4 9-03 AGGREGATES 5 6 9-03.8 Aggregates for Hot Mix Asphalt 7 8 9-03.8(2) HMA Test Requirements 9 (March 10, 2010 APWA GSP) 10 11 Section 9-03 8(2) is supplemented with the following: 12 13 ESAL's 14 The number of ESAL's for the design and acceptance of the HMA shall be 14 million. 15 16 9-05 DRAINAGE STURCTURES AND CULVERTS 17 18 9-05.12 Polyvinyl Chloride (PVC) Pipe 19 Section 9-05.12 is supplemented with the following: 20 (******) 21 22 For pipe sizes up to 12 inches pipe shall be PVC C900 with minimum pressure class of 23 165 psi and standard dimension ratio of 25 24 25 For pipe sizes from 18 to 36 inches, pipe shall be PVC C905 with minimum pressure rating 26 of 165 psi and standard dimension ratio of 25. 27 28 29 9-14 EROSION CONTROL 30 31 9-14.1(1) TopsoilTypeA 32 (******) 33 This section is supplemented with the following. 34 35 A. Topsoil Type A for planting areas shall be "Topsoil Blend" supplied by Morton & 36 Sons, Yakima, WA, (509) 575-8886 or approved equal. 37 38 B Contractor shall send minimum of one (1) representative sample of Topsoil Type A 39 to an approved soil -testing laboratory (state or commercial laboratory) to determine 40 FERTILITY ANALYSIS (to determine magnesium, nitrogen, potassium, 41 phosphorus levels, calcium, minor elements, soluble salts/conductivity and pH). 42 The results shall be submitted to the Engineer (WITH TEST RESULTS AND 43 LABORATORY RECOMMENDATIONS FOR ORNAMENTAL PLANT GROWTH) 44 for approval prior to use on the project site. The Contractor shall be responsible for 45 whatever soil amendments may be required, as recommended by the testing 46 laboratory. The cost for testing and soil amendments must be borne by the 47 Contractor and shall be considered incidental to the cost of Topsoil Type A. 48 49 9-14.3 Fertilizer 50 (******) 51 This section is supplemented with the following: N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #• 3715 - COY PROJ. #: 2340 November 21, 2018 191 1 2 General Fertilizers must be delivered to job sites, mixed as specified, and in standard 3 size unopened containers showing weight, analysis, and name of manufacturer. 4 Material shall be uniform in composition, free -flowing, and suitable for application by 5 hand All elements shall be protected from the weather, particularly moisture, both on 6 and off the job site. 7 8 Fertilizer for topsoil shall be per Specification Section 9-14.1(1) Topsoil Type A. 9 10 9-14.6(5) Inspection 11 (******) 12 This section is supplemented with the following 13 14 The review and approval of all plant materials by the Engineer, prior to planting, is 15 mandatory. The Contractor shall submit plant samples to the Engineer's office and/or 16 have samples available at the project site for review during scheduled site visits 17 18 The Contracting Agency reserves the right to reject, through his/her agent, any or all 19 plant material at any time until final inspection and acceptance Contractor is to remove 20 rejected plants immediately from site 21 22 9-14.6(7) Temporary Storage 23 (******) 24 This section is supplemented with the following: 25 26 Plants that cannot be planted within one (1) day after arrival are to be heeled -in or 27 otherwise temporarily stored, in accordance with accepted horticultural practice and as 28 specified here within 29 30 9-14.7 Stakes, Guys, and Wrapping 31 (******) 32 This section is supplemented with the following• 33 34 Duckbill tree stakes shall be Foresight Products Duckbill Anchor #68 RBK Kit with 35 Straps, manufactured by Foresight Products or approved equal. Supplied by Foresight 36 Products, Commerce City, Colorado, Telephone (800) 325-5360. 37 38 9-14.8 Root Barrier 39 (******) 40 New section 9-14 8 is added: 41 42 Root Barrier shall be "Deep Root" polypropylene twelve (12) inch depth panels, 43 manufactured by DeepRoot Green Infrastructure, LLC or approved equal Supplied by 44 HD Fowler, Yakima, WA; Telephone (509) 248-8400 45 46 9-14.9 Root Path 47 (******) 48 New section 9-14.9 is added 49 50 Root paths shall consist of trenching, plastic drain core, geotextile, compaction, 51 couplers, end outlets, cap and topsoil as shown on Plans 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 192 1 Plastic Drain Core shall be 12" Multi Flow Pipe, manufactured by Varicore or approve 2 equal Supplied by United Pipe and Supply, Yakima, WA; Telephone (509) 248-9046. 3 4 Plastic Drain Core Couplers, End Outlets and Cap shall be Multi Flow Pipe, 5 manufactured by Varicore or approved equal. Supplied by United Pipe and Supply, 6 Yakima, WA, Telephone (509) 248-9046. 7 8 9-14.10 Basalt Rock Mulch 9 (******) 10 New section 9-14.10 is added 11 12 Brown basalt crushed rock, brown color, 1-1/2" chips, supplied by Anderson Rock, 13 Yakima, Washington, Telephone (509) 965-3621 or approved equal. Submit a one (1) 14 cubic foot sample of mulch for Engineer review and approval prior to delivery and 15 installation. 16 17 9-14.11 Pea Gravel 18 (******) 19 New section 9-14.11 is added: 20 21 Pea Gravel, washed, supplied by Anderson Rock, Yakima, Washington; Telephone 22 (509) 965-3621 or approved equal. Submit a one (1) cubic foot sample of rock for 23 Engineer review and approval prior to delivery and installation 24 25 9-14.12 Streambed Cobbles (6" Cobbles) 26 (******) 27 New section 9-14.12 is added 28 29 Streambed Cobbles (6" Cobbles) shall be per WSDOT Standard Specification 9- 30 03.11(2), supplied by Anderson Rock, Yakima, Washington; Telephone (509) 965- 31 3621 or approved equal. Submit a two (2) cubic foot sample of cobbles for Engineer 32 review and approval prior to delivery and installation. 33 34 9-14.13 Streambed Boulders (2 man size) 35 (******) 36 New section 9-14.13 is added: 37 38 Streambed Boulders (2 man size) shall be per WSDOT Standard Specification 9- 39 03.11(3), weathered Basalt, supplied by Anderson Rock, Yakima, Washington; 40 Telephone (509) 965-3621 or approved equal Submit representative photo examples 41 of Streambed Boulders for Engineer review and approval prior to delivery and 42 installation. Photo examples shall include a tape measure for scale to confirm required 43 size dimensions. 44 45 9-14.14 Weed Barrier Fabric 46 (******) 47 48 New section 9-14 14 is added: 49 50 Weed Barrier Fabric shall be Hanes Geo Pro Platinum, or approved equal. Supplied 51 by HD Fowler, Yakima, WA; Telephone: (509) 243-8400. 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November21, 2018 193 1 9-30 WATER DISTRIBUTION MATERIALS 2 3 9-30.1 Pipe 4 5 9-30.1(1) Ductile Iron Pipe 6 (2017 COY GSP) 7 8 The last sentence of paragraph 1 is replaced with the following: 9 10 All other ductile iron pipe shall be Special Thickness Class 52 with cement mortar lining 11 complying with, AWWA C151/A21 51 and C104/A21 4 most current editions 12 13 Paragraph 2 is replaced with the following: 14 15 Non -restraining joints shall be rubber gasket, push -on type (Tyton Joint), conforming 16 to ANSI/AWWA CIII/A21 11, most current edition 17 18 Paragraph 3 is replaced with the following. 19 20 Restrained pipe joints shall utilize US Pipe "Field-lok" gaskets or approved equal 21 22 9-30.1(4) Steel Pipe 23 (2017 COY GSP) 24 25 Delete this section 26 27 9-30.1(5) Polyvinyl Chloride (PVC) 28 (2017 COY GSP) 29 30 Delete this section. 31 32 9-30.1(6) Polyethylene (PE) Pressure Pipe (4 Inches and Over) 33 (2017 COY GSP) 34 35 Delete this section 36 37 9-30.2(6) Restrained Joints 38 (2017 COY GSP) 39 40 Revise this section to read. 41 42 Mechanically restrained pipe and fittings may be used in lieu of thrust blocking as approved 43 by the City. The engineer shall provide appropriate restraint calculations, indicating the 44 length of pipe and fittings to be restrained for each particular size and type of fitting to be 45 installed Thrust restraint calculators such as those provided by Ductile Iron Pipe Research 46 Association, EBAA Iron or similar may be used to determine required restraint lengths. 47 48 The restraining of ductile iron fittings, and valves shall be accomplished by the use of 49 ROMAC "Grip Ring" follower gland or approved equal Any device utilizing round point set 50 screws shall not be permitted 51 N 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #: 3715 - COY PROJ. #: 2340 November 21, 2018 194 1 All couplings installed underground to connect ductile iron shall be manufactured of ductile 2 iron. 3 4 9-30.2(9) Grooved and Shouldered Joints 5 (2017 COY GSP) 6 7 Delete this section. 8 9 9-30.2(10) Polyethylene (PE) Pipe (4 Inches and Over) 10 (2017 COY GSP) 11 12 Delete this section. 13 14 9-30.2(11) Fabricated Steel Mechanical Slip -Type Expansion Joints 15 (2017 COY GSP) 16 17 Delete this section. 18 19 9-30.3 Valves 20 21 9-30.3(1) Gate Valves (3 to 16 Inches) 22 (2017 COY GSP) 23 24 Delete this section and replace it with the following: 25 26 9-30.3(1) Gate Valves (2-inches to 8-inches) 27 28 Gate valves, sized 2-inch through 8-inch, shall be resilient seated gate valves 29 conforming to ANSI/AWWA C 509 latest edition The valves shall have mechanical 30 joint connections including accessories, or flanged connections, as noted on the 31 Plans. 32 33 The Contractor shall provide an affidavit of compliance stating that the valve 34 furnished fully complies with AWWA C509 35 36 Approved gate valve manufacturers include: 37 38 • Mueller Co 39 • Clow Valve Co 40 • M&H Valve Co. 41 • Kennedy Valve Co. 42 • American Flow Control 43 44 9.30.3(3) Butterfly Valves 45 (2017 COY GSP) 46 47 Supplement this section with the following: 48 49 All valves 12-inches and over shall be butterfly valves conforming to 50 ANSI/AWWA C504, latest edition. 51 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 195 1 9-30.3(4) Valve Boxes 2 (2017 COY GSP) 3 4 Supplement this section with the following 5 6 The top section of the valve boxes shall be Rich Model 940-B, or equal, 18 inches 7 high The bottom section shall be a Rich Model R-36, or equal, 36 inches high 8 Extension section shall be Rich Model 044, or equal, 12 inches high 9 10 9-30.3(5) Valve Marker Posts 11 (2017 COY GSP) 12 13 Delete this section. 14 15 9-30.3(8) Tapping Sleeve and Valve Assembly 16 (2017 COY GSP) 17 18 Delete this section 19 20 9-30.5 Hydrants 21 22 9-30.5(1) End Connections 23 (2017 COY GSP) 24 25 Replace this section with the following. 26 27 The end connection shall be mechanical joint, meeting the requirements ofAWWA 28 C110 29 30 Hydrants domes and nozzle caps to be painted black using Moore's Urethane 31 Gloss Safety Black or approved equal Hydrant nozzle body to be painted yellow 32 using Moore's Urethane Gloss Safety Yellow or approved equal 33 Nozzle caps and operating nut to be 1-1/2-inch pentagon point to flat. Hydrants to 34 have weather caps installed on or over the operating nut. Hydrant pumper port to 35 be supplied with 5-inch Storz coupling nozzle x 4-1/2-inch NST connection with cap 36 and cable. 37 38 Approved hydrants include 39 40 • Mueller Super Centurion 250 41 • M&H Style 129 42 43 9-30.6 Water Service Connections (2 Inches and Smaller) 44 (2017 COY GSP) 45 46 Delete this section. 47 48 (******) 49 9-30.6(3)C Cross -Linked Polyethylene (PEX) 50 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 196 1 1 1 1 1 1 1 1 1 1 1 1 Cross -linked polyethylene (PEX) pressure pipe (or tubing) shall meet the requirement 2 of AWWA C904-06 for water services. Tubing shall have a minimum 160 psi pressure 3 rating at 73°F. Tubing used shall be SDR 9 (copper tube size) 4 5 (******) 6 SITE FURNISHINGS 7 8 Benches 9 10 Benches shall be one of the following: 11 12 Landscape Forms (basis of design) 13 Gretchen, backed bench, 6ft length, PolySite TM recycled plastic slats, surface 14 mount, powdercoat loop arms with additional center loop arm (3 total), Color: 15 standard black 16 17 Supplied by: 18 431 Lawndale Avenue 19 Kalamazoo, MI 49048-9543 20 800.521.2546 21 22 23 Forms + Surfaces 24 Trio Bench, backed bench, 6ft length, aluminum slats, powder coat, surface mount, 25 additional intermediate armrest (3 total), Color: standard black, Model #SBTRO- 26 72BA 27 28 Supplied by: 29 6395 Cindy Lane 30 Carpinteria, CA 93013 31 800.451.0410 32 33 34 35 Victor Stanley 36 City Sites Series Bench, backed bench, 6ft length, horizontal solid steel slats, 37 powder coat, surface mount, additional intermediate armrest (3 total), Color: 38 standard black, Model #CBF-12 39 40 Supplied by: 41 Wildwood Playgrounds NW 42 3707 NE Columbia Boulevard 43 Portland, OR 97211-2041 44 503.288.5797 45 46 Trash Receptacles 47 48 Trash Receptacles shall be one of the following: 49 50 Landscape Forms (basis of design) 51 Scarborough Trash Receptacle, 30 gallon, top opening, vertical strap detail, powder 52 coat, surface mount, Color: standard black N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 197 1 2 Supplied by. 3 431 Lawndale Avenue 4 Kalamazoo, MI 49048-9543 5 800.521.2546 6 7 8 Forms + Surfaces 9 Urban Renaissance, 36 gallon, top opening, powder coat, vertical grillwork design, 10 surface mount, Color standard black, Model #SLURB-36TO 11 12 Supplied by. 13 6395 Cindy Lane 14 Carpinteria, CA 93013 15 800 451.0410 16 17 18 Victory Stanley 19 Concourse Series, 36 gallon, top opening, powder coat, surface mount, Color: 20 standard black, Model #FC-12 21 22 Supplied by: 23 PO Drawer 330 24 Dunkirk, Maryland 20754 25 800.368.2573 26 27 Bike Racks 28 29 Bike Racks shall be one of the following. 30 31 Landscape Forms 32 Bola, 2 bike capacity, powdercoat, in ground installation, Color standard black 33 34 Supplied by: 35 431 Lawndale Avenue 36 Kalamazoo, MI 49048-9543 37 800 521 2546 38 39 Urban Accessories 40 Bike Rail, 2 bike capacity, powdercoat, surface mount installation, Color: standard 41 black. 42 43 Supplied by. 44 Highwire, Inc. 45 1901 South Jefferson #103 46 Tacoma, WA 98402 47 48 Victor Stanley 49 Cycle Sentry Series 1 Loop Bike Rack, 2 bike capacity, powdercoat, surface mount 50 installation, Color: standard black, Model: BRQS-101 51 52 Supplied by. N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ. #• 2340 November 21, 2018 198 1 PO Drawer 330 I 2 Dunkirk, Maryland 20754 3 800 368.2573 4 5 6 Tree Grates 7 I 8 Tree Grates shall be one of the following. 9 10 Urban Accessories (basis of design) I 11 Chinook Series, 4' x 6' and custom 3' x 6', raw cast iron with rust conditioner, round 12 opening, Three sides Type "S" frame adjacent to concrete sidewalk, one side Type 13 R adjacent to concrete curb; with access port for electrical receptacle. 14 I 15 Supplied by. 16 Highwire, Inc. 17 1901 South Jefferson #103 18 Tacoma, WA 98402 19 20 Iron Age Designs P21 22 Interlaken Tree Grate, 4' x 6' and custom 3' x 6', natural iron. Three sides with Type "E" adjacent to concrete sidewalk, one side Type "R" adjacent to concrete curb, 23 natural steel tree grate frame. Model. #IX48-72199TG with #FRM48-72E-R, #IX36- 24 72199TG with #FRM36-72E-R, all with baked on oil finish #BOOF1 and with access ' 25 port for electrical receptacle #COV9-R 26 27 Supplied by: P28 PlayCreation 29 2104 SW 152nd Street, Suite 4 30 Burien, WA 98166 P31 32 206.932.6366 33 Neenah Foundry Company P34 35 Metropolitan Collection, 4' x 6' and 3' x 6', Type U frame, Tree Grate. Type N, 18" and 12" tree openings, with access port for electrical receptacle, baked on oil finish. 36 Model: #R-8809 and #R-8815-1 37 I 38 Supplied by: 39 Neenah Foundry Company 40 PO BOX 729 41 Neenah, WI 54957 42 920.729.3688 43 I 44 45 46 I 47 48 49 I 50 51 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ #: 2340 November 21, 2018 199 1 Appendices 2 (January 2, 2012) 3 4 The following appendices are attached and made a part of this contract: 5 6 7 APPENDIX A. 8 Limited Pavement Study by Hart Crowser (August 13, 2014) N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 200 1 (August 6, 2018 WSDOT GSP) 2 Standard Plans 3 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21- 4 01 transmitted under Publications Transmittal No. PT 16-048, effective August 6, 2018 is made 5 a part of this contract. 6 7 The Standard Plans are revised as follows. 8 9 A-30.15 10 DELETED 11 12 A-40.10 13 Section View, PCCP to HMA Longitudinal Joint, callout, was - "Sawed Groove - Width 14 3/16" (IN) MIN. to 5/16" (IN) MAX. Depth 1" (IN) MIN. - see Std. Spec 5-04.3(12)B" is 15 revised to read, "Sawed Groove - Width 3/16" (IN) MIN. to 5/16" (IN) MAX. - Depth 1" 16 (IN) MIN. - see Std. Spec. Section 5-04.3(12)A2" 17 18 A-50.10 19 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-14a is revised to C-70 10 20 21 A-50.20 22 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70.10 23 24 A-50.30 25 Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70.1 26 27 B-10.60 28 DELETED 29 30 B-82.20 31 DELETED 32 33 B-90.40 34 Valve Detail - DELETED 35 36 C-4b 37 DELETED 38 39 C-4e 40 DELETED 41 42 C-4f 43 Sheet 3, SECTION B, callout - was: "THE NUT SHALL BE ASTM A563D STEEL, AND 44 GALVANIZED ACCORDING TO STANDARD SPEC. 9-16.3(3)." Is revised to read: "THE 45 NUT SHALL BE ASTM A307 STEEL, AND GALVANIZED ACCORDING TO STANDARD 46 SPEC. 9-16.3(3)." 47 48 C-16b 49 DELETED 50 51 C-22.14 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 201 1 DELETED 2 3 C-22.16 4 Note 3, formula, was: "Elevation G = (Elevation S — D x (0 1) + 31" is revised to read: 5 "Elevation G = (Elevation S — D x (0.1) + 31/12" 6 7 C-22.40 8 Elevation View, MSKT-SP-MGS (TL-3), dimension, MSKT-SP-MGS (TL-3) SYSTEM 9 LENGTH = 50' — 0" , dimension is revised to read 46' — 101/2" 10 11 C-22.41 12 DELETED 13 14 C-22.45 15 Elevation View, MSKT-SP-MGS (TL-2), Dimension, "MSKT-SP-MGS (TL-2) SYSTEM 16 LENGTH = 25' — 0"", the 25' - 0" dimension is shown to begin at the centerline of POST 1 17 and terminate at the Mid -Span Splice located between (unlabeled) POST 6 and 18 (unlabeled) POST 7 The dimension is revised to begin at the centerline of POST 1 and 19 terminate at the centerline of (unlabeled) POST 5. 20 21 C-25.18 22 DELETED 23 24 C-40.14 25 DELETED 26 27 C-90.10 28 DELETED 29 30 D-10.10 31 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 32 barriers attached on top of the wall are considered non-standard and shall be designed 33 in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions 34 stated in the 11/3/15 Bridge Design memorandum 35 36 D-10.15 37 Wall Type 2 may be used if no traffic barrier is attached on top of the wall Walls with traffic 38 barriers attached on top of the wall are considered non-standard and shall be designed 39 in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 40 Bridge Design memorandum. 41 42 D-10.20 43 Wall Type 3 may be used in all cases The last sentence of Note 6 on Wall Type 3 shall 44 be revised to read The seismic design of these walls has been completed using a site 45 adjusted (effective) peak ground acceleration of 0 32g 46 47 D-10.25 48 Wall Type 4 may be used in all cases. The last sentence of Note 6 on Wall Type 4 shall 49 be revised to read: The seismic design of these walls has been completed using a site 50 adjusted (effective) peak ground acceleration of 0.32g 51 52 D-10.30 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ #• 3715 - COY PROJ #• 2340 November 21, 2018 202 1 1 1 1 1 1 1 1 1 1 1 1 Wall Type 5 may be used in all cases. 2 3 D-10.35 4 Wall Type 6 may be used in all cases. 5 6 D-10.40 7 Wall Type 7 may be used if no traffic barrier is attached on top of the wall Walls with traffic 8 barriers attached on top of the wall are considered non-standard and shall be designed 9 in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 10 Bridge Design memorandum 11 12 D-10.45 13 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 14 barriers attached on top of the wall are considered non-standard and shall be designed 15 in accordance with the current WSDOT BDM and the revisions stated in the revisions 16 stated in the 11/3/15 Bridge Design memorandum 17 18 D-15.10 19 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" 20 are withdrawn. Special designs in accordance with the current WSDOT BDM are required 21 in place of these STD Plans 22 23 D-15.20 24 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" 25 are withdrawn. Special designs in accordance with the current WSDOT BDM are required 26 in place of these STD Plans. 27 28 D-15.30 29 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" 30 are withdrawn. Special designs in accordance with the current WSDOT BDM are required 31 in place of these STD Plans. 32 33 F-10.12 34 Section Title, was - "Depressed Curb Section" is revised to read: "Depressed Curb and 35 Gutter Section" 36 37 F-10.40 38 "EXTRUDED CURB AT CUT SLOPE", Section detail - Deleted 39 40 F-10.42 41 DELETE - "Extruded Curb at Cut Slope" View 42 43 G-90.10 44 TOP VIEW, callout, was - "Vertical Brace - W4 x 13 steel (TYP.)(See Note 4)" is revised 45 to read; "Vertical Brace - W4 x 13 steel (TYP.)(See Note 3)" 46 47 H-70.20 48 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan 1-70.10 is 49 revised to H-70.10 50 51 1-30.30 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 203 1 8" Diameter Wattle Spacing Table, lower left corner, was—"Slope.1H . 1V, Maximum 2 Spacinq.10' — 0— is revised to read. "Slope.1H . 1V, Maximum Spacing:8' — 0"". 3 4 J-3 5 DELETED 6 7 J-3b 8 DELETED 9 10 J-3C 11 DELETED 12 13 J-10.21 14 Note 18, was — "When service cabinet is installed within right of way fence, see Standard 15 Plan J-10 22 for details " Is revised to read, "When service cabinet is installed within right 16 of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard 17 Plan J-10 22 for details " 18 19 J-10.22 20 Key Note 1, was — "Meter base per serving utility requirements— as a minimum, the meter 21 base shall be safety socket box with factory -installed test bypass facility that meets the 22 requirements of EUSERC drawing 305." Is revised to read, "Meter base per serving utility 23 requirements— as a minimum, the meter base shall be safety socket box with factory- 24 installed test bypass facility that meets the requirements of EUSERC drawing 305. When 25 the utility requires meter base to be mounted on the side or back of the service cabinet, 26 the meter base enclosure shall be fabricated from type 304 stainless steel " 27 Key Note 4, "Test with (SPDT Snap Action, Positive close 15 Amp — 120/277 volt "T" 28 rated). Is revised to read: "Test Switch (SPDT snap action, positive close 15 amp — 29 120/277 volt "T" rated) " 30 Key Note 14, was — "Hinged dead front with '/4 turn fasteners or slide latch " Is revised to 31 read, "Hinged dead front with '/4 turn fasteners or slide latch. — Dead front panel bolts 32 shall not extend into the vertical limits of the breaker array(s)." 33 Key Note 15, was — "Cabinet Main Bonding Jumper Buss shall be 4 lug tinned copper 34 See Cabinet Main bonding Jumper detail, Standard Plan J-3b " is revised to read; 35 "Cabinet Main Bonding Jumper Assembly Buss shall be 4 lug tinned copper See 36 Standard Plan J-10.20 for Cabinet Main Bonding Jumper Assembly details " 37 38 J-20.10 39 Add Note 5, "5. One accessible pedestrian signal assembly per pedestrian pushbutton 40 post." 41 42 J-20.11 43 Sheet 2, Foundation Detail, Elevation, callout — "Type 1 Signal Pole" is revised to read 44 "Type PS or Type 1 Signal Pole" 45 Sheet 2, Foundation Detail, Elevation, add note below Title, "(Type 1 Signal Pole Shown)" 46 Add Note 6, "6. One accessible pedestrian signal assembly per pedestrian pushbutton 47 post." 48 49 J-20.26 50 Add Note 1, "1 One accessible pedestrian pushbutton station per pedestrian pushbutton 51 post." 52 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #• 2340 November 21, 2018 204 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J-20.16 2 View A, callout, was - LOCK NIPPLE, is revised to read; CHASE NIPPLE 3 4 J-21 10 5 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout - "ANCHOR BOLTS 6 %" (IN) x 30" (IN) FULL THREAD - THREE REQ'D. PER ASSEMBLY" IS REVISED TO 7 READ: "ANCHOR BOLTS 3/4" (IN) x 30" (IN) FULL THREAD - FOUR REQ'D. PER 8 ASSEMBLY" 9 Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top 10 of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR Delete "(TYP.)" from 11 the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 12 2 # 4 reinf Bar 13 Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top 14 of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from 15 the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 16 1 # 4 reinf. Bar. 17 Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top 18 of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from 19 the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 20 2 # 4 reinf. Bar. 21 Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top 22 of the foundation to find 1 #4 reinforcing bar shown, to read, 3" CLR. Delete "(TYP.)" from 23 the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 24 1 # 4 reinf. Bar. 25 Detail F, callout, "Heavy Hex Clamping Bolt (TYP.) - 3/4" (IN) Diam. Torque Clamping 26 Bolts (see Note 3)" is revised to read; "Heavy Hex Clamping Bolt (TYP.) - 3/4" (IN) Diam 27 Torque Clamping Bolts (see Note 1)" 28 Detail F, callout, "3/4" (IN) x 2' - 6" Anchor Bolt (TYP.) - Four Required (See Note 4)" is 29 revised to read; "3/4" (IN) x 2' - 6" Anchor Bolt (TYP.) Three Required (See Note 2)" 30 31 J-21.15 32 Partial View, callout, was - LOCK NIPPLE 1 '/2" DIAM , is revised to read; CHASE 33 NIPPLE - 1 '/2" (IN) DIAM. 34 35 J-21.16 36 Detail A, callout, was - LOCKNIPPLE, is revised to read; CHASE NIPPLE 37 38 J-22.15 39 Ramp Meter Signal Standard, elevation, dimension 4' - 6" is revised to read; 6'-0" 40 (2x) Detail A, callout, was - LOCK NIPPLE - 1 '/2" DIAM. is revised to read; CHASE 41 NIPPLE - 1 '/2" (IN) DIAM. 42 43 J-40.10 44 Sheet 2 of 2, Detail F, callout, "12 - 13 x 1 '/2" S.S. PENTA HEAD BOLT AND 12" S. S. 45 FLAT WASHER" is revised to read, "12 - 13 x 1 '/2" S.S. PENTA HEAD BOLT AND 1/2" 46 (IN) S. S. FLAT WASHER" 47 48 J-60.14 49 All references to J-16b (6x) are revised to read; J-60.11 50 51 K-80.30 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 205 1 In the NARROW BASE, END view, the reference to Std. Plan C-8e is revised to Std Plan 2 K-80 35 3 Plan Title, was "ALTERNATIVE TEMPORARY CONC BARRIER (F-SHAPE)" is revised 4 to read "CONCRETE BARRIER TYPE F" 5 6 M-11.10 7 Layout, dimension (from stop bar to "X"), was - 23' is revised to read; 24' 8 9 The following are the Standard Plan numbers applicable at the time this project was 10 advertised The date shown with each plan number is the publication approval date 11 shown in the lower right-hand corner of that plan. Standard Plans showing different dates 12 shall not be used in this contract. 13 14 15 A-10 10-00. .8/7/07 A-40.00-00 8/11/09 A-50.30-00 11/17/08 A-10 20-00 10/5/07 A-40 10-03 . 12/23/14 A-50 40-00 11/17/08 A-10 30-00 10/5/07 A-40.15-00 8/11/09 A-60 10-03 ....12/23/14 A-20.10-00.. ..8/31/07 A-40.20-04 . 1/18/17 A-60.20-03. 12/23/14 A-30 10-00 11/8/07 A-40 50-02 12/23/14 A-60 30-01 .6/28/18 A-30.30-01 6/16/11 A-50 10-00 11/17/08 A-60.40-00 8/31/07 A-30 35-00 10/12/07 A-50.20-01 9/22/09 B-5 20-02 1/26/17 B-30.50-03 2/27/18 B-75 20-02 . 2/27/18 B-5.40-02 1/26/17 B-30 70-04. 2/27/18 B-75.50-01... 6/10/08 B-5.60-02 1/26/17 B-30 80-01 2/27/18 B-75.60-00. 6/8/06 B-10.20-02 3/2/18 B-30 90-02 1/26/17 B-80.20-00 6/8/06 B-10.40-01. .1/26/17 B-35 20-00 6/8/06 B-80.40-00 6/1/06 B-10.70-00 1/26/17 B-35 40-00 6/8/06 B-85.10-01.. 6/10/08 B-15 20-01 ....2/7/12 B-40.20-00.........6/1/06 B-85 20-00 6/1/06 B-15 40-01 2/7/12 B-40 40-02 1/26/17 B-85.30-00 .6/1/06 B-15 60-02 1/26/17 B-45.20-01 7/11/17 B-85.40-00 6/8/06 B-20 20-02 3/16/12 B-45 40-01 7/21/17 B-85.50-01. 6/10/08 B-20 40-04 2/27/18 B-50.20-00 6/1/06 B-90 10-00 ....6/8/06 B-20.60-03 3/15/12 B-55 20-02 2/27/18 B-90.20-00. 6/8/06 B-25.20-02 2/27/18 B-60.20-01 6/28/18 B-90 30-00 6/8/06 B-25 60-02 2/27/18 B-60.40-01 2/27/18 B-90 40-01 1/26/17 B-30.10-03 2/27/18 B-65.20-01 4/26/12 B-90 50-00 6/8/06 B-30 15-00 . 2/27/18 B-65 40-00 6/1/06 B-95.20-01. 2/3/09 B-30.20-04 2/27/18 B-70 20-00 6/1/06 B-95.40-01 6/28/18 B-30.30-03 2/27/18 B-70 60-01. .1/26/17 B-30 40-03 2/27/18 0-1 . 6/28/18 C-20 15-02 . 6/11/14 0-40.18-03 7/21/17 C-la .7/14/15 0-20.18-02 6/11/14 0-70.10-01 6/17/14 C-1b 7/14/15 0-2019-02... 6/11/14 C-75.10-01. 6/11/14 0-1 d 10/31/03 0-20 40-06. 7/21/17 0-75.20-01. 6/11/14 C-2c 6/21/06 0-20.41-01 7/14/15 0-75 30-01 6/11/14 C-4f 7/2/12 0-20.42-05 7/14/15 C-80 10-01 6/11/14 C-6a . 10/14/09 0-20 45 01 7/2/12 0-80.20-01 6/11/14 0-7 . .6/16/11 0-22 16-06. . 7/21/17 0-80 30-01 6/11/14 C-7a 6/16/11 0-22.40-06 .7/21/17 0-80 40-01 6/11/14 0-8 2/10/09 0-22.45-03 7,21/17 0-80 50-00 4/8/12 C-8a 7/25/97 0-23 60-04 .... 7/21/17 0-85.10-00 4/8/12 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 206 C-8b 2/29/16 0.24.10-01 6/11/14 C-8e 2/21/07 C-25.20-06.....7/14/15 C-8f 6/30/04 C-25.22-05 7/14/15 C-16a .. .7/21/17 C-25.26-03.. ..7/14/15 C-20.10-04 7/21/17 C-25.30-00 6/28/18 C-20 11-00 ....7/21/17 C-25 80-04. . 7/15/16 C-20.14-03. .. 6/11/14 C-40 16-02. 7/2/ 12 D-2.04-00 11/10/05 0-2.48-00 11/10/05 D-2.06-01 1/6/09 D-2.64-01 1/6/09 D-2 08-00 . 11/10/05 D-2 66-00 11/10/05 D-2.14-00 ....11/10/05 D-2.68-00 11/10/05 D-2.16-00 11/10/05 0-2.80-00 11/10/05 D-2.18-00 11/10/05 D-2.82-00 11/10/05 D-2.20-00 11/10/05 D-2.84-00 11/10/05 D-2.32-00 11/10/05 'D-2.86-00. ...11/10/05 D-2.34-01.. . . 1/6/09 D-2.88-00 11/10/05 0-2.36-03 .. .6/11/14 D-2.92-00 11/10/05 D-2.42-00 11/10/05 0-3.09-00 5/17/12 D-2 44-00 ... 11/10/05 D-3.10-01 5/29/13 D-2 60-00. . ....11/10/05 D-3.11-03 6/11/14 D-2 62-00 11/10/05 D-3.15-02 6/10/13 D-2 46-01 6/11/14 D-3.16-02 5/29/13 E-1 .2/21/07 E-4 . 8/27/03 E-2 5/29/98 E-4a..... .. . .8/27/03 F-10.12-03....6/11/14 F-10.62-02 4/22/14 F-10.16-00 12/20/06 F-10.64-03 .4/22/14 F-10.18-01 . ..7/11/17 F-30.10-03 6/11/14 F-10 40-03 6/29/16 F-40.12-03 . . 6/29/16 F-10 42-00 1/23/07 F-40.14-03 6/29/16 G-10 10-00 9/20/07 G-25.10-04. ...6/10/13 G-20.10-02 6/23/15 G-30.10-04 ...6/23/15 G-22.10-04 6/28/18 G-50.10-03 6/28/18 G-24.10-00. 11/8/07 G-60.10-04 6/28/18 G-24.20-01 ...2/7/12 G-60.20-02 6/18/15 G-24.30-02 6/28/18 G-60.30-02 6/18/15 G-24 40-07 6/28/18 G-70.10-03 6/18/15 G-24.50-04 7/11/17 G-70.20-04 .. .7/21 /17 G-24.60-05 6/28/18 G-70.30-04 . .7/21/17 H-10.10-00 7/3/08 H-32 10-00 H-10.15-00 .7/3/08 H-60.10-01 H-30.10-00 10/12/07 H-60.20-01 C-85 11-00 .. . 4/8/12 C-85.14-01 6/11/14 C-85.15-01 6/30/14 C-85 16-016/ 17/ 14 C-85-18-01 6/11/14 C-85.20-01 6/11/14 D-3.17-02 ... 5/9/16 D-4 12/11/98 D-6 6/19/98 D-10.10-01 12/2/08 D-10 15-01 12/2/08 D-10.20-00 ... . 7/8/08 D-10 25-00 7/8/08 D-10.30-00 7/8/08 D-10.35-00 7/8/08 D-10.40-01 12/2/08 D-10 45-01 12/2/08 D-15.10-01. . 12/2/08 D-15.20-03 . . 5/9/16 D-15 30-0112/02/08 F-40 15-03. 6/29/16 F-40.16-03 6/29/16 F-45 10-02 7/15/16 F-80.10-04 7/15/16 G-90.10-03 7/11/17 G-90.11-00 4/28/16 G-90.20-05 7/11/17 G-90.30-04 7/11/17 G-90.40-02 ... 4/28/16 G-95.10-02 6/28/18 G-95.20-03 6/28/18 G-95.30-03 6/28/18 9/20/07 H-70.10-01.. 2/7/12 7/3/08 H-70.20-01 2/16/12 7/3/08 H-70.30-02 2/7/12 1-10.10-01. 8/11/09 1-30.20-00... . .9/20/07 1-30 10-02 3/22/13 1-30.30-01. 6/10/13 1-30.15-02 3/22/13 1-30.40-01.... 6/10/13 1-30.16-00 3/22/13 1-30 60-01 3/7/18 1-30.17-00 3/22/13 1-40.10-00 . 9/20/07 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 207 1-40.20-00 9/20/07 1-50.20-01... 6/10/13 1-60.10-01 6/10/13 1-60.20-01 6/10/13 1-80.10-02.. 7/15/16 1 J-10 7/18/97 J-28.22-00 8/07/07 J-50.25-00 ... 6/3/11 J-10 10-03 6/3/15 J-28 24-01 6/3/15 J-50 30-00.. 6/3/11 J-10.15-01 . 6/11/14 J-28.26-01 12/02/08 J-60 05-01 7/21/16 J-10.16-00. 6/3/15 J-28 30-03 6/11/14 J-60 11-00 5/20/13 J-10 17-00 .6/3/15 J-28.40-02 6/11/14 J-60.12-00 5/20/13 J-10 18-00 6/3/15 J-28 42-01 6/11/14 J-60 13-00.. 6/16/10 J-10 20-01 6/1/16 J-28 43-01 . 6/28/18 J-60.14-00 6/16/10 J-10.21-00 6/3/15 J-28 45-03 7/21/16 J-75 10-02 7/10/15 J-10 22-00 5/29/13 J-28.50-03 7/21/16 J-75 20-01 ...7/10/15 J-10.25-00 7/11/17 J-28.60-02. 7/21/16 J-75 30-02 7/10/15 J-12 15-00 6/28/18 J-28.70-03 7/21/17 J-75.40-02 6/1/16 J-12.16-00. ..6/28/18 J-29.10-01 7/21/16 J-75.41-01 6/29/16 J-15 10-01. 6/11/14 J-29 15-01 7/21/16 J-75 45-02... 6/1/16 J-15 15-02 7/10/15 J-29 16-02 7/21/16 J-80 10-00 6/28/18 J-20.10-03. 6/30/14 J-30.10-00 6/18/15 J-80.15-00 6/28/18 J-20 11-02 6/30/14 J-40 05-00 .7/21/16 J-81.10-00 6/28/18 J-20 15-03 . 6/30/14 J-40 10-04 4/28/16 J-86.10-006/28/18 J-20 16-02.. ...6/30/14 J-40.20-03 .4/28/16 J-90 10-03 6/28/18 J-20.20-02 . 5/20/13 J-40 30-04 ..4/28/16 J-90.20-03 6/28/18 J-20 26-01. . 7/12/12 J-40 35-01 5/29/13 J-90 21-02 6/28/18 J-21.10-04.....6/30/14 J-40.36-02 7/21/17 J-90 50-00 . 6/28/18 J-21 15-01 . 6/10/13 J-40 37-02 7/21/17 J-21.16-01.....6/10/13 J-40.38-01 5/20/13 J-21.17-01 6/10/13 J-40.39-00 5/20/13 J-21.20-01 6/10/13 J-40.40-01.. .. 4/28/16 J-22.15-02 7/10/15 J-45.36-00. ....7/21/17 J-22 16-03 . 7/10/15 J-50 05-00 7/21/17 J-26.10-03 7/21/16 J-50.10-00 6/3/11 J-26.15-01 5/17/12 J-50.11-01 7/21/17 J-26 20-01 . 6/28/18 J-50 12-01 7/21/17 J-27.10-01 7/21/16 J-50 15-01 . ...7/21/17 J-27.15-00 . 3/15/12 J-50 16-01 3/22/13 J-28 10-01 . 5/11/11 J-50 20-00 6/3/11 K-70.20-01 .. 6/1/16 K-80.10-01 6/1/16 K-80.20-00 .12/20/06 K-80 30-00 2/21/07 K-80 35-00 . 2/21/07 K-80 37-00 2/21/07 L-10 10-02.... ..6/21/12 L-40.10-02 6/21/12 L-70 10-01 5/21/08 L-20.10-03 . 7/14/15 L-40 15-01 6/16/11 L-70 20-01 5/21/08 L-30 10-02 6/11/14 L-^0.20-02 6/21/12 M-1.20-03 6/24/14 M-12 10-01 . 6/28/18 M-40.10-03... 6/24/14 M-1.40-02 . . 6/3/11 M-15 10-01 . .2/6/07 M-40.20-00 ..10/12/07 M-1.60-02 . 6/3/11 M-17 10-02 . .7/3/08 M-40 30-01 7/11/17 M-1 80-03. . 6/3/11 M-20.10-02 6/3/11 M-40 40-00 9/20/07 M-2.20-03 7/10/15 M-20 20-02 . 4/20/15 M-40 50-00 ...9/20/07 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 208 M-2.21-00 7/10/15 M-20.30-04 2/29/16 M-40.60-00.. .9/20/07 M-3.10-03 6/3/11 M-20.40-03 .6/24/14 M-60.10-01 6/3/11 M-3.20-02 6/3/11 M-20 50-02 6/3/11 M-60.20-02 6/27/11 M-3.30-03 .6/3/11 M-24.20-02. ..4/20/15 M-65.10-02 5/11/11 M-3.40-03 6/3/11 M-24.40-02 4/20/15 M-80.10-01 6/3/11 M-3 50-02 6/3/11 M-24 50-00 6/16/11 M-80 20-00 6/10/08 M-5 10-02 6/3/11 M-24 60-04 6/24/14 M-80.30-00 6/10/08 M-7.50-01 1/30/07 M-24.65-00.... 7/11/17 M-9 50-02 6/24/14 M-24.66-00 7/11/17 M-9.60-00 2/10/09 M-11.10-02. 7/11/17 N. 1ST STREET REVITALIZATION PROJECT SPECIAL PROVISIONS PBS PROJ. #: 3715 - COY PROJ. #: 2340 November 21, 2018 209 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA-1273 -- Revised May 1, 2012 I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis -Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety. Accident Prevention VIII.Faise Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal -aid design -build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services) The design -builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with 211 the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 3 A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4 Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27, and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with the requirements of the Equal Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4 3 Note The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627 The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27, and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S Department of Labor (US DOL) and FHWA requirements 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U S C 12101 et seq ) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this 212 contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO. a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre -apprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. 213 a The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration b In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability The following procedures shall be followed a The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal 6. Training and Promotion: a The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. 214 b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 215 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations 10. Assurance Required by 49 CFR 26.13(b): a The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT -approved DBE program are incorporated by reference b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT -assisted contracts Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following (1) The number and work hours of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women, b The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non- minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391 The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. 216 III. NONSEGREGATED FACILITIES This provision is applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking Tots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single -user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal -aid construction projects exceeding $2,000 and to all related subcontracts and lower -tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal -aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA-1273 format and FHWA program requirements 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and 217 mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5 5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1 b of this section) and the Davis - Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination, and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U S Department of Labor, Washington, DC 20210 The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1 b (2) or 1.b (3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. 218 c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. 219 b (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e g , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www dol gov/esa/whd/forms/wh347instr htm or its successor site The prime contractor is responsible for the submission of copies of payrolls by all subcontractors Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following (i) That the payroll for the payroll period contains the information required to be provided under §5 5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3, (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c The contractor or subcontractor shall make the records required under paragraph 3 a of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, 220 after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not Tess than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at Tess than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and 221 individually registered in a program which has received prior approval, evidenced by formal certification by the U S Department of Labor, Employment and Training Administration The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved c. Equal employment opportunity The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d Apprentices and Trainees (programs of the U S DOT) Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5 5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5 12 222 8. Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5 12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001 V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual 223 was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1 ) through (4.) of this section VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System 1 The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements Leased employees may only be included in this term if the prime contractor meets all of the following conditions (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and 224 (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3 The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5 The 30% self -performance requirement of paragraph (1) is not applicable to design -build contracts; however, contracting agencies may establish their own self -performance requirements VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 225 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U S C 3704) VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation, or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented, Shall be fined under this title or imprisoned not more than 5 years or both IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts 226 By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or 227 general contract) "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts) "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor) "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold h A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https.//www.epls.gov/), which is compiled by the General Services Administration. i Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; 228 (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing 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; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below b The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract) "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or 229 voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated f The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epls.gov/), which is compiled by the General Services Administration h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings i. Except for transactions authorized under paragraph 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 Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 230 XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 231 ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal -aid projects funded under the Appalachian Regional Development Act of 1965 1 During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a To the extent that qualified persons regularly residing in the area are not available. b For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1 c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2 The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form The job order may be placed with the State Employment Service in writing or by telephone If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants Such certificate shall be made a part of the contractor's permanent project records Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c) above 5.The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6 The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. 232 AMENDMENT REQUIRED CONTRACT PROVISIONS (Exclusive of Appalachian Contracts) FEDERAL -AID CONSTRUCTION CONTRACTS The Federal —Aid provisions are supplemented with the following: XII. Cargo Preference Act 1. U.S Department of Transportation Federal Highway Administration memorandum dated December 11, 2015 requires that all federal -aid highway programs awarded after February 15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381 7 (a)- (b) Amendment to Form FHWA 1273 Revised January 25, 2016 233 CONTRACT THIS AGREEMENT, made and entered into in triplicate, th day df( Yakima, hereinafter called the Owner, and Tapani Inc., a Washington Corporation, herei WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows. (140-1 2019, by and between the City of er called the Contractor I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF $4,302,953.55, for North 1st Street Revitalization, `N' St. to SR12, City Project No. 2340, all in accordance with, and as described in the attached plans and specifications, including addenda, and the 2018 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference fully incorporated herein and made a part of this Contract as if fully set forth herein, 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 One Hundred Sixty (160) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III 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 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 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 expressly provided herein IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written Count ersi ed: CITY OF YAKIMA mthiday of 019 CITY CONTRACT NO: - ( �� R-2 y- RESOLUTION NO' 111-036.z. By. CONTRACTOR Tapani, Ic. �--Washington Contra Shane Tapani (Print Name) Its Vice President Address: (President, Owner, etc.) 1904 SE 6th Place Battle Ground, WA 98604 Corporation PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: Bond No 107040829 That whereas the City of Yakima, Washington has awarded to Tapani, Inc. (Contractor) hereinafter designated as the "Principal" a contract for the construction of the project designated North 1st Street Revitalization — 'N' Street to SR12, City Project No. 2340, all as hereto attached and made a part hereof and whereas, said principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract: NOW, THEREFORE, we, the principal, and Travelers Casualty and Surety Company of America (Surety), a corporation, organized and existing under and by virtue of the laws of the State of Connecticut , duly authorized to do business in the State of Washington, as surety, are jointly and severally held and firmly bound unto the City of Yakima, Washington, in the penal sum of $ 4,302,953.55 (Total Contract Amount) lawful money of the United States, the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. THE CONDITIONS OF THIS BOND IS SUCH, that if the above bonded principal 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 materialmen; the claims of any person or persons arising under the contract to the extent such claims are provided for in RCW 39.08.010; the state with respect to taxes imposed pursuant to Titles 50, 51 and 82 RCW which may be due; 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, Washington, their employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub -contractor in the performance of said work, and shall indemnify and hold the City of Yakima, Washington, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract, or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Yakima, Washington, and all claims filed in compliance with Chapter 39.08 RCW are resolved and all taxes pursuant to Titles 50 and 51 and 82 RCW have been paid, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Ordinances of the City of Yakima, Washington. IN WITNESS WHEREOF, the said principal and the said surety have caused this bond to be signed and sealed by their duly authorized officers this j 3 k day of February , 2019 Approved as to form: (14 41177"LbLey' (Title) r ttorney) Tapani, Inc. By •(hale I ckpf\\ \ice 'fie cl e v (Print Name) Traveler Casualty and Surety Company of America jj Surety) /� By l/I uvv4%4J Signature) Gloria Bruning (Print Name) Attorney -in -fact (Title) TRAVELERS J� Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Gloria Bruning, of Portland, Oregon, their true and lawful Attorney -in -Fact 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 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. State of Connecticut By. City of Hartford ss. On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021 r�OJ c U Marie C Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 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, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 remains in full force and effect. Dated this r ?j%- day of '1,0) Vln Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880, Please refer to the above -named Attorney -in -Fact and the details of the bond to which the power is attached. 1 A O .o' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DO/YYYY) 02/11 /2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Parker, Smith & Feek, Inc. 200 SW Market Street, Suite 750 Portland, OR 97201 CONTACT NAME: PHONE 503 416 6870 Fax 503 928 6841 No E:tl: (NC, No): E-M E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE . NAIC # INSURER A . National Fire Ins. Hartford INSURED Tapani, Inc. 1904 SE 6th Place Battle Ground, WA 98604 INSURER B . Valley Forge Insurance Company INSURER C : Continental Insurance Co. INSURER D . INSURER E . INSURER F . OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X 6072943814 10/31/2018 10/31/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 15,000 PERSONAL A. ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES POLICY I 1 ECT PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED SCHEDULED 6071974269 10/31 /2018 10/31 /2019 BIN (EaCOMaccidenEDt)SINGLE LIMIT 1,000,000 $ BODILY INJURY (Per person) $ BODILY INJURY(Per accident ) $ PROPERTY DAMAGE (Per accident) $ $ C X UMBRELLA LIAB EXCESS LIAB X O OCCUR CLAIMS -MADE 6072289414 10/31/2018 10/31/2019 EACH OCCURRENCE $ 1,000,000 AGGREGATE , 1,000,000 $ DED X RETENTION $ 10,000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A 6072943814 *t WA Stop Gap 10/31/2018 10/31/2019 WC STATU- X OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE. Project #2340, North 1st Street Revitalization, 'N' Street to SR12 City of Yakima and its agents, employees, volunteers, and elected and appointed officials are additional insureds on the general liability policy per the attached endorsement/form. (See Attached Description) ATE HOLDER CANCELLATION City of Yakima 129 N. 2nd Street Yakima, WA 98901 ACORD 25 (2010/05) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 of 8 (MMMO1) DESCRIPTIONS (Continued from Page 1) Notice of cancellation for the general liability policy per the attached form. 2 of 8 (MMM01) 10020009950950223994982 IMO CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following.. COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows. I. The WHO IS AN INSURED section is amended to add as an Insured any person or organization whom the Named Insured is required by written contract to add as an additional insured 'on this coverage part, including any such person or organization, if any, specifically set forth on the Schedule attachment to this endorsement. However, such person or organization is an Insured only with respect to such person or organization's liability for: A. unless paragraph B. below applies, 1. bodily injury, property damage, or personal and advertising injury caused in whole or in part by the acts or omissions by or on behalf of the Named Insured and in the performance of such Named Insured's ongoing operations as specified in such written contract; or 2. bodily injury or property damage caused in whole or in part by your work and included in the products - completed operations hazard, and only if a. the written contract requires the Named Insured to provide the additional insured such coverage, and b. this coverage part provides such coverage. B. bodily injury, property damage, or personal and advertising injury arising out of your work described in such written contract, but only if• 1. this coverage part provides coverage for bodily injury or property damage included within the products completed operations hazard; and 2. the written contract specifically requires the Named Insured to provide additional insured coverage under the 11-85 or 10-01 edition of CG2010 or the 10-01 edition of CG2037. II. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. I11. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of• A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including. 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. IV. Notwithstanding anything to the contrary in the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance, this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if this insurance is required by written CNA75079XX (1-15) Page 1 of 2 Nat '1 Fire Ins Co of Hartford Insured Name: TAPANI, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 3 of 8 (MMMO1) CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement contract to be primary and non-contributory, this insurance will be primary and non-contributory relative solely to insurance on which the additional insured is a named insured. V. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following. Any additional insured pursuant to this endorsement will as soon as practicable 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim, 2. except as provided in Paragraph IV of this endorsement, agree to make available any other insurance the additional insured has for any loss covered under this coverage part, 3. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 4. tender the defense and indemnity of any claim to any other insurer or self insurer whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph (4) does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured VI. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition Written contract means a written contract or written agreement that requires the Named Insured to make a person or organization an additional insured on this coverage part, provided the contract or agreement. A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to 1. the bodily injury or property damage, or 2. the offense that caused the personal and advertising injury for which the additional insured seeks coverage Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (1-15) Page 2 of 2 Nat'l Fire Ins Co of Hartford Insured Name. TAPANI, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 4of8 (PAMMOt) 10020009950950223995019 CNA CNA PARAMOUNT Cancellation / Non -Renewal — Washington Wherever used in this endorsement: 1) Insurer means "we", "us", "our" or the "Company" as those terms may be defined in the policy; and 2) Named Insured means the first person or entity named on the declarations page; and 3) "Insureds" means all persons or entities afforded coverage under the policy. Any cancellation, non -renewal or termination provisions in the policy are deleted in their entirety and replaced with the following. CANCELLATION AND NON -RENEWAL A. CANCELLATION 1 The Named Insured may cancel the policy at any time To do so, the Named Insured must: a. return the policy to the Insurer or any of its authorized representatives indicating the effective date of cancellation, or b provide a written notice by mail fax or e-mail to the Insurer or any of its authorized representative stating when the cancellation is to be effective; c. provide verbal notice to the Insurer or any of its authorized representative indicating when the cancellation is to be effective. The Insurer will promptly cancel the policy upon notice of cancellation from the Named Insured the date the Notice is received or the date the Named Insured requests cancellation 2. The Insurer may cancel the policy by mailing or delivering to the Named Insured and to its producer written notice of cancellation, including the actual reason for the cancellation, at the last mailing address known to the Insurer, at least: a. ten (10) days before the effective date of cancellation if the insurer cancels for non-payment of premium, or b sixty (60) days before the effective date of cancellation if the Insurer cancels for any other reason. 3 Like notice of cancellation will also be mailed to any mortgage holder, pledge or other person shown in the policy with an interest in any loss which may occur thereunder, at their last mailing address known to the Insurer 4. Notice of cancellation will state the effective date of cancellation. The policy period will end on that date If notice is mailed, proof of mailing will be sufficient proof of notice B. PREMIUM REFUND If this policy is canceled, the Insurer will send the Named Insured any premium refund due. If the Insurer cancels, the refund will be pro rata. If the Named Insured cancels, the refund will be on a short rate basis. The cancellation will be effective even if the Insurer has not made or not offered a refund. CNA62814WA (9-12) Page 1 of 2 Nat'l Fire Ins Co of Hartford Insured Name. TAPANI, INC. 5 of 8 Copyright CNA All Rights Reserved. (MMM01) CNA CNA PARAMOUNT Cancellation / Non -Renewal — Washington C. NON -RENEWAL 1 The Insurer can non -renew the policy by giving written notice to the Named Insured and to its producer, at the last mailing address known, at least sixty (60) days before the expiration date If notice is mailed, proof of mailing will be sufficient proof of notice 2 The notice of non -renewal will state the actual reason for non -renewal The Insurer will also mail written notice of non -renewal to any mortgage holder or other person shown in the policy with an interest in any loss which may occur thereunder, at their last mailing address known to the Insurer 3 The Insurer must provide to the Named Insured its renewal terms including the premium due at least twenty (20) days prior to the expiration date of the current policy If the Named Insured subsequently fails to pay the premium when due or procures coverage acceptable to it, then the coverage is nonrenewed D. OTHER PROVISIONS The Insurer will mail notice of any change in rates or coverage to the Named Insured at least sixty (60) days prior to the expiration date of the policy All other terms and conditions of the Policy remain unchanged This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy CNA62814WA (9-12) Page 2 of 2 Nat'l Fire Ins Co of Hartford Insured Name TAPANI , INC . Copyright CNA All Rights Reserved. 6 of 8 (MMM01) CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY — EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to. Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of. 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products -completed operations hazard is provided, any payments f _ or lama es �because,ofKbotlil ; m ur: . r F or, o ert m � co ete Fong': 1 F e at ilia and w III educe thFR, oduc s-,Comfeted-eO erations A reateA mt sfiown n tliesDeclarations r ' ardless >,� ..p p .. �...99..-9 .. .. _,._ . ega dlessof� tf a of b ,rlof titdject84 volved �_._ . _._ .. .., CNA74705XX (1-15) Page 8 of 17 Nat'l Fire Ins Co of Hartford Insured Name" TAPANI, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 7 of 8 (MMMO1) 10020009950950223994968 EMIIMM e CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory (2) the bodily injury first occurs during the policy period All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence, and B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to. i. add the following to the Employers Liability exclusion This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits) ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to' Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions This insurance does not apply to Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud CNA74705XX (1-15) Page 9 of 17 Nat'l Fire Ins Co of Hartford Insured Name. TAPANI, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 8 of 8 (MMMO 1) 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 Page l 1 General Decision Number: WA180001 12/21/2018 WA1 Superseded General Decision Number: WA20170001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 02/23/2018 3 03/16/2018 4 06/29/2018 5 08/10/2018 6 09/14/2018 7 09/21/2018 8 10/12/2018 9 10/19/2018 10 11/02/2018 11 11/23/2018 12 12/14/2018 13 12/21/2018 CARP0001-008 06/01/2018 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 CARPENTER GROUP 1 $ 33.40 16.40 GROUP 2 $ 45.42 18.83 GROUP 3 $ 34.52 16.40 GROUP 4 $ 34.52 16.40 GROUP 5 $ 77.52 16.40 GROUP 6 $ 37.76 16.40 GROUP 7 $ 38.76 16.40 GROUP 8 $ 35.52 16.40 GROUP 9 $ 41.76 16.40 WA180001 Modification 13 Federal Wage Determinations for Highway Construction 2 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1• Carpenter GROUP 2: Millwright, Machine Erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, Dock, and Wharf carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby GROUP 8: Assistant Diver Tender, ROV Tender/Technician GROUP 9: Manifold Operator -Mixed Gas ZONE PAY: ZONE 1 0-60 MILES FREE ZONE 2 61-100 $4.00/PER HOUR ZONE 3 OVER 100 MILES $6.00/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot 221 feet and deeper $5.00 per foot WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 3 PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A.+$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. WA180001 Modification 13 Federal Wage Determinations for Highway Construction (3. 14 CARP0003-006 06/01/2018 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. Rates Fringes Carpenters: CARPENTERS $ 37.64 16.83 DIVERS TENDERS $ 43.73 16.83 DIVERS $ 87.73 16.83 DRYWALL $ 37.64 16.83 MILLWRIGHTS $ 38.17 16.83 PILEDRIVERS $ 38.71 16.83 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 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities WA180001 Modification 13 Federal Wage Determinations for Highway Construction Pa g e 1 5 CARP0770-003 06/01/2018 Rates Fringes CARPENTER CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL $ 29.15 13.93 CARPENTERS $ 29.05 13.93 DIVERS TENDER $ 48.59 16.12 DIVERS $ 97.43 16.12 MILLWRIGHT AND MACHINE ERECTORS $ 45.42 16.12 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 44.17 13.93 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Zone Pay: 0 -25 radius miles 26-35 radius miles 36-45 radius miles 46-55 radius miles Over 55 radius miles Free $1.00/hour $1.15/hour $1.35/hour $1.55/hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (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 26-45 radius miles Over 45 radius miles Free $ .70/hour $1.50/hour WA180001 Modification 13 Federal Wage Determinations for Highway Construction CARP0770-006 06/01/2018 Rates Fringes 16 CARPENTER WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS $ 43.92 16.12 CARPENTERS ON CREOSOTE MATERIAL $ 44.02 16.12 CARPENTERS $ 43.92 16.12 DIVERS TENDER $ 48.59 16.12 DIVERS $ 97.48 16.12 MILLWRIGHT AND MACHINE ERECTORS $ 45.42 16.12 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 44.17 16.12 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Zone Pay: 0 -25 radius 26-35 radius 36-45 radius 46-55 radius miles miles miles miles Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Over 55 radius miles Free $1.00/hour $1.15/hour $1.35/hour $1.55/hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles 26-45 radius miles Over 45 radius miles Free $ .70/hour $1.50/hour Union Hall, WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page 1 7 ELEC0046-001 08/06/2018 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER $ 55.627 3%+20.21 ELECTRICIAN $ 50.57 3%+20.21 * ELEC0048-003 01/01/2018 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER $ 44.22 21.50 ELECTRICIAN $ 42.60 22.75 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. ELEC0048-029 01/01/2018 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER $ 44.22 21.50 ELECTRICIAN $ 42.60 22.75 ELEC0073-001 07/01/2018 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER $ 34.10 16.68 ELECTRICIAN $ 34.00 18.67 WA180001 Modification 13 Federal Wage Determinations for Highway Construction 18 * ELEC0076-002 08/31/2018 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER $ 48.06 23.23 ELECTRICIAN $ 43.69 23.10 ELEC0112-005 06/01/2018 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER $ 45.68 20.60 ELECTRICIAN $ 43.50 20.54 ELEC0191-003 06/01/2018 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER $ 44.23 ELECTRICIAN $ 44.95 17.73 21.42 ELEC0191-004 06/01/2018 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER $ 40.82 17.63 ELECTRICIAN $ 42.45 21.34 WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 9 ENGI0302-003 06/01/2018 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN),, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES Zone 1 (0-25 radius miles): Rates POWER EQUIPMENT OPERATOR Group 1A $ 44.44 Group IAA $ 45.09 Group 'AAA $ 45.73 Group 1 $ 43.79 Group 2 $ 43.23 Group 3 $ 42.74 Group 4 $ 40.01 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 Fringes 19.97 19.97 19.97 19.97 19.97 19.97 19.97 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of,boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type WA180001 Modification 13 Federal Wage Determinations for Highway Construction c{ I 10 GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers -asphalt plant; Motor patrol graders -finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine -shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps -concrete; Roller, plant mix or multi -lift materials; Saws -concrete; Scrpers-concrete and carry -all; Service engineer -equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes -A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 11 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. ENGI0370-002 06/01/2018 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates POWER EQUIPMENT OPERATOR GROUP 1 $ 27.51 GROUP 2 $ 27.83 GROUP 3 $ 28.44 GROUP 4 $ 28.60 GROUP 5 $ 28.76 GROUP 6 $ 29.04 GROUP 7 $ 29.31 GROUP 8 $ 30.41 Fringes 15.95 15.95 15.95 15.95 15.95 15.95 15.95 15.95 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro -seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler -Driver (CLD required) & Cable Tender, Mucking Machine WA180001 Modification 13 Federal Wage Determinations for Highway Construction z a --a 12 GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable -concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R/T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re -screening); Vacuum Drill (reverse circulation drill under 8 inch bit) WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 13 GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber -tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter Pilot WA180001 Modification 13 Federal Wage Determinations for Highway Construction 14 BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ENGI0612-001 09/28/2018 PIERCE County ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90o OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates POWER EQUIPMENT OPERATOR GROUP lA $ 44.44 GROUP IAA $ 45.09 GROUP lAAA $ 45.73 GROUP 1 $ 43.79 GROUP 2 $ 43.23 GROUP 3 $ 42.74 GROUP 4 $ 40.01 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) = $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS Fringes 19.97 19.97 19.97 19.97 19.97 19.97 19.97 GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 15 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 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 WA180001 Modification 13 Federal Wage Determinations for Highway Construction 16 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, Class "D" Suit - Base wage rate plus $ H-2 Class "C" Suit H-3 Class H-4 Class "B. "A" Suit Suit .50 per hour. Base - Base - Base wage wage wage rate plus rate plus rate plus $1.00 per $1.50 per $2.00 per hour. hour. hour. ENG10612-012 09/28/2018 LEWIS, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90o OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR GROUP lA $ 44.44 19.97 GROUP IAA $ 45.09 19.97 GROUP 'AAA $ 45.73 19.97 GROUP 1 $ 43.79 19.97 GROUP 2 $ 43.23 19.97 GROUP 3 $ 42.74 19.97 GROUP 4 $ 40.01 19.97 Zone Zone Zone Differential (Add to Zone 1 rates): 2 (26-45 radius miles) = $1.00 3 (Over 45 radius miles) - $1.30 WA180001 Modification 13 Federal Wage Determinations for Highway Construction BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) Page I 17 GROUP IAA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self -propelled 45 yards and over; Slipform pavers; Transporters, all 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 WA180001 Modification 13 Federal Wage Determinations for Highway Construction F a a I 18 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 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, Class "D" Suit - Base wage rate plus $ .50 per hour. H-2 Class "C" Suit - Base wage rate plus $1.00 per hour. H-3 Class "B" Suit - Base wage rate plus $1.50 per hour. H-4 Class "A" Suit - Base wage rate plus $2.00 per hour. WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 19 ENG10701-002 01/01/2018 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1 $ 41.65 14.35 GROUP lA $ 43.73 14.35 GROUP 1B $ 45.82 14.35 GROUP 2 $ 39.74 14.35 GROUP 3 $ 38.59 14.35 GROUP 4 $ 37.51 14.35 GROUP 5 $ 36.27 14.35 GROUP 6 $ 33.05 14.35 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 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 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. WA180001 Modification 13 Federal Wage Determinations for Highway Construction P,, 120 POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments); Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group lA Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib, Crane, tower Crane on rail system or 2nd tower or more in work radius Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 21 Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three (3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs. Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable -Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi -engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel -Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade -all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self -unloading; Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane - type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi -Purpose; Rubber -tired Dozers and Pushers; Scraper, all types; Side -Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber -tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris); Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; WA180001 Modification 13 Federal Wage Determinations for Highway Construction P Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man; Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber -tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self -Propelled; Tractor, Rubber -Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard); Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler -Driver WA180001 Modification 13 Federal Wage Determinations for Highway Construction 122 Page I 23 IRON0014-005 07/01/2018 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER $ 33.18 27.82 IRON0029-002 05/01/2018 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER $ 37.00 27.87 IRON0086-002 07/01/2018 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates IRONWORKER $ 33.18 Fringes 27.82 IRON0086-004 07/01/2018 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER $ 40.81 28.22 WA180001 Modification 13 Federal Wage Determinations for Highway Construction 24 LABO0238-004 06/01/2018 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER (PASCO) GROUP 1 $ 24.84 12.35 GROUP 2 $ 26.94 12.35 GROUP 3 $ 27.21 12.35 GROUP 4 $ 27.48 12.35 GROUP 5 $ 27.76 12.35 LABORER (SPOKANE) GROUP 1 $ 24.74 12.45 GROUP 2 $ 26.84 12.45 GROUP 3 $ 27.11 12.45 GROUP 4 $ 27.38 12.45 GROUP 5 $ 27.66 12.45 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 WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 25 crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non -mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo-crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line); Miner Class "D", (to include raise and shaft miner, laser beam operator on riases and shafts) WA180001 Modification 13 Federal Wage Determinations for Highway Construction I 26 LABO0238-006 06/01/2018 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 $ 27.75 12.25 LABO0242-003 06/01/2018 KING COUNTY Rates Fringes LABORER GROUP 1 $ 26.05 11.49 GROUP 2 $ 29.83 11.49 GROUP 3 $ 37.27 11.49 GROUP 4 $ 38.19 11.49 GROUP 5 $ 38.80 11.49 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 27 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). WA180001 Modification 13 Federal Wage Determinations for Highway Construction PI 28 LABO0252-010 06/01/2018 CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES Rates Fringes LABORER GROUP 1 $ 26.05 11.49 GROUP 2 $ 29.83 11.49 GROUP 3 $ 37.27 11.49 GROUP 4 $ 38.19 11.49 GROUP 5 $ 38.80 11.49 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page 1 29 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). WA180001 Modification 13 Federal Wage Determinations for Highway Construction P c. 130 LAB00292-008 06/01/2018 ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES Rates Fringes LABORER GROUP 1 $ 26.05 11.49 GROUP 2 $ 29.83 11.49 GROUP 3 $ 37.27 11.49 GROUP 4 $ 38.19 11.49 GROUP 5 $ 38.80 11.49 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 31 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). WA180001 Modification 13 Federal Wage Determinations for Highway Construction F' _i :a _ 1 32 LAB00335-001 06/01/2018 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 $ 31.72 11.49 GROUP 2 $ 32.38 11.49 GROUP 3 $ 32.87 11.49 GROUP 4 $ 33.29 11.49 GROUP 5 $ 28.98 11.49 GROUP 6 $ 26.31 11.49 GROUP 7 $ 22.78 11.49 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: LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; 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) WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 33 GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake -Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber -mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive -Tunnel; Powderman-Tunnel; Shield Operator -Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers LABO0335-019 06/01/2018 Rates Fringes Hod Carrier $ 31.72 11.49 WA180001 Modification 13 Federal Wage Determinations for Highway Construction 34 LABO0348-003 06/01/2018 CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA COUNTIES Rates Fringes LABORER GROUP 1 $ 22.23 11.49 GROUP 2 $ 25.48 11.49 GROUP 3 $ 27.89 11.49 GROUP 4 $ 28.56 11.49 GROUP 5 $ 29.04 11.49 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman, Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 35 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). PAIN0005-002 07/01/2018 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS $ 30.50 15.73 PAIN0005-004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER $ 20.82 7.44 WA180001 Modification 13 Federal Wage Determinations for Highway Construction 136 * PAIN0005-006 07/01/2018 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 PAINTER Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting $ 30.19 11.71 Over 30'/Swing Stage Work$ 22.20 7.98 Brush, Roller, Striping, Steam -cleaning and Spray$ 22.94 11.61 Lead Abatement, Asbestos Abatement $ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. PAIN0055-003 07/01/2018 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller $ 23.51 11.94 High work - All work 60 ft. or higher $ 24.26 11.94 Spray and Sandblasting $ 23.51 11.94 PAIN0055-006 07/01/2018 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER $ 35.02 12.06 WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 37 PLAS0072-004 06/01/2018 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 $ 29.07 14.13 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 06/01/2018 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON $ 42.63 17.44 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE $ 43.13 17.44 TROWLING MACHINE OPERATOR ON COMPOSITION $ 43.13 17.44 PLAS0555-002 06/01/2017 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD$ 32.87 17.62 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD $ 32.87 17.62 CEMENT MASONS $ 31.50 17.62 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS$ 32.19 17.62 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 WA180001 Modification 13 Federal Wage Determinations for Highway Construction PagFv I 38 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 ZONE 2: More than 30 respective city hall. ZONE 3. More than 40 respective city hall. ZONE 4: More than 50 respective city hall. ZONE 5: More than 80 miles of the respective city hall miles but less than 40 miles from the miles but less than 50 miles from the miles but less than 80 miles from the miles from the respective city hall TEAM0037-002 06/01/2018 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 Truck drivers: ZONE 1 GROUP 1 $ 28.52 GROUP 2 $ 28.64 GROUP 3 $ 28.78 GROUP 4 $ 29.05 GROUP 5 $ 29.27 GROUP 6 $ 29.45 GROUP 7 $ 29.65 Zone Zone Zone Zone Zone Differential (Add to 2 - $0.65 3 - 1.15 4 - 1.70 5 - 2.75 Zone 1 Rates): Fringes 14.62 14.62 14.62 14.62 14.62 14.62 14.62 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. WA180001 Modification 13 Federal Wage Determinations for Highway Construction TRUCK DRIVERS CLASSIFICATIONS Page 39 GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Duthp 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 WA180001 Modification 13 Federal Wage Determinations for Highway Construction Pa ue I 40 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 01/01/2018 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• $ 35.63 18.67 GROUP 2• $ 34.79 18.67 GROUP 3• $ 31.98 18.67 GROUP 4• $ 27.01 18.67 GROUP 5 $ 35.18 18.67 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four -Wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3,000 gallons and over capacity WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page 41 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four -wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber -tired) (when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self-contained breathing apparatus or a supplied air line. WA180001 Modification 13 Federal Wage Determinations for Highway Construction TEAM0690-004 06/01/2018 1 42 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP 1 $ 24.32 17.30 GROUP 2 $ 26.86 17.30 GROUP 3 $ 26.97 17.30 GROUP 4 $ 27.30 17.30 GROUP 5 $ 27.41 17.30 GROUP 6 $ 29.57 17.30 GROUP 7 $ 28.11 17.30 GROUP 8 $ 28.43 17.30 AREA 2: GROUP 1 $ 26.32 17.30 GROUP 2 $ 28.86 17.30 GROUP 3 $ 28.97 17.30 GROUP 4 $ 29.30 17.30 GROUP 5 $ 29.41 17.30 GROUP 6 $ 29.57 17.30 GROUP 7 $ 28.05 17.30 GROUP 8 $ 30.43 17.30 Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber -tired, pulling trailer or similar equipment) WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 43 GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A -Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck -Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. WA180001 Modification 13 Federal Wage Determinations for Highway Construction 44 LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 45 The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. WA180001 Modification 13 Federal Wage Determinations for Highway Construction 46 Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 1000 of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: WA180001 Modification 13 Federal Wage Determinations for Highway Construction Page I 47 Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION WA180001 Modification 13 Federal Wage Determinations for Highway Construction State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 12/18/2018 County Trade Job Classification Wage Holiday Overtime Note Yakima Asbestos Abatement Workers Journey Level $37.63 5D 1H Yakima Boilermakers Journey Level $66.54 5N 1C Yakima Brick Mason Journey Level $49.04 5A 1M Yakima Building Service Employees Janitor $11.50 1 Yakima Building Service Employees Shampooer $11.50 1 Yakima Building Service Employees Waxer $11.50 1 Yakima Building Service Employees Window Cleaner $11.50 1 Yakima Cabinet Makers (In Shop) Journey Level $16.35 1 Yakima Carpenters Acoustical Worker $42.98 5D 4C Yakima Carpenters Bridge, Dock And Wharf Carpenters $57.85 5D 4C Yakima Carpenters Carpenter $42.98 5D 4C Yakima Carpenters Carpenters on Stationary Tools $43.11 5D 4C Yakima Carpenters Creosoted Material $43.08 5D 4C Yakima Carpenters Floor Finisher $42.98 5D 4C Yakima Carpenters Floor Layer $42.98 5D r 4C Yakima Carpenters Scaffold Erector $42.98 5D 4C Yakima Cement Masons Journey Level $43.20 7B 1N Yakima Divers Et Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $113.60 5D 4C Yakima Divers Et Tenders Dive Supervisor/Master $76.33 5D 4C Yakima Divers Et Tenders Diver $113.60 5D 4C 8V Yakima Divers a Tenders Diver On Standby $71.33 5D 4C Yakima Divers Et Tenders Diver Tender $64.71 5D 4C Yakima Divers Et Tenders Manifold Operator $64.71 5D 4C Yakima Divers Et Tenders Manifold Operator Mixed Gas $69.71 5D 4C Yakima Divers Et Tenders Remote Operated Vehicle Operator/Technician $64.71 5D 4C Yakima Divers Et Tenders $60.29 5A 4C Remote Operated Vehicle Tender Yakima Dredge Workers Assistant Engineer $56.44 5D 3F Yakima Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F Yakima Dredge Workers Boatmen $56.44 5D 3F Yakima Dredge Workers Engineer Welder $57.51 5D 3F Yakima Dredge Workers Leverman, Hydraulic $58.67 5D 3F Yakima Dredge Workers Mates $56.44 5D 3F Yakima Dredge Workers Oiler $56.00 5D 3F Yakima Drywall Applicator Journey Level $42.98 5D 4C Yakima Drywall Tapers Journey Level $40.10 7E 1P Yakima Electrical Fixture Maintenance Journey Level $43.32 1 Workers Yakima Electricians - Inside Cable Splicer $66.39 5A 1E Yakima Electricians - Inside Journey Level $64.15 5A 1 E Yakima Electricians - Inside Welder $68.63 5A 1 E Yakima Electricians - Motor Shop Craftsman $15.37 1 Yakima Electricians - Motor Shop Journey Level $14.69 1 Yakima Electricians - Powerline Cable Splicer $79.43 5A 4D Construction Yakima Electricians - Powerline Certified Line Welder $69.75 5A 4D Construction Yakima Electricians - Powerline Groundperson $46.28 5A 4D Construction Yakima Electricians - Powerline Heavy Line Equipment Operator $69.75 5A 4D Construction Yakima Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction Yakima Electricians - Powerline Line Equipment Operator $59.01 5A 4D Construction Yakima Electricians - Powerline Meter Installer $46.28 5A 4D 8W Construction Yakima Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction Yakima Electricians - Powerline Powderperson $52.20 5A 4D Construction Yakima Electronic Technicians Journey Level $41.22 51 1B Yakima Elevator Constructors Mechanic $91.24 7D 4A Yakima Elevator Constructors Mechanic In Charge $98.51 7D 4A Yakima Fabricated Precast Concrete Craftsman - In -Factory Work Only $11.50 1 Products Yakima Fabricated Precast Concrete Journey Level $11.50 1 Products Yakima Fabricated Precast Concrete Journey Level - In -Factory Work Only $11.50 1 Products Yakima Fence Erectors Fence Erector $37.11 7A 31 Yakima Fence Erectors Fence Laborer $37.11 7A 31 Yakima Flaggers Journey Level $37.11 7A 31 1 i 1 Yakima Glaziers Journey Level $30.59 7L 4L Yakima Heat Er Frost Insulators And Journeyman $73.58 5J 4H Asbestos Workers Yakima Heating Equipment Mechanics Journey Level $60.31 5A 1X Yakima Hod Carriers & Mason Tenders Journey Level $40.67 7A 31 Yakima Industrial Power Vacuum Journey Level $11.50 1 Cleaner Yakima Inland Boatmen Journey Level $11.50 1 Yakima Inspection/Cleaning/Sealing Cleaner Operator, Foamer Operator $11.50 1 Of Sewer & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Grout Truck Operator $11.50 1 Of Sewer & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Head Operator $12.78 1 Of Sewer & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Technician $11.50 1 Of Sewer & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Tv Truck Operator $11.50 1 Of Sewer & Water Systems By Remote Control Yakima Insulation Applicators Journey Level $42.98 5D 4C Yakima Ironworkers Journeyman $61.21 7N 10 Yakima Laborers Air, Gas Or Electric Vibrating Screed $39.51 7A 31 Yakima Laborers Airtrac Drill Operator $40.67 7A 31 Yakima Laborers Ballast Regular Machine $39.51 7A 31 Yakima Laborers Batch Weighman $37.11 7A 31 Yakima Laborers Brick Pavers $39.51 7A 31 Yakima Laborers Brush Cutter $39.51 7A 31 Yakima Laborers Brush Hog Feeder $39.51 7A 31 Yakima Laborers Burner $39.51 7A 31 l Yakima Laborers Caisson Worker $40.67 7A 31 Yakima Laborers Carpenter Tender $39.51 7A 31 [ Yakima Laborers Cement Dumper -paving $40.18 7A 31 Yakima Laborers Cement Finisher Tender $39.51 7A 31 I Yakima Laborers Change House Or Dry Shack $39.51 7A 31 1 Yakima Laborers Chipping Gun (under 30 Lbs.) $39.51 7A 31 I Yakima Laborers Chipping Gun(30 Lbs. And Over) $40.18 7A 31 I Yakima Laborers Choker Setter $39.51 7A 31 I Yakima Laborers Chuck Tender $39.51 7A 31 I Yakima Laborers Clary Power Spreader $40.18 7A 31 I Yakima Laborers Clean-up Laborer $39.51 7A 31 I Yakima Laborers Concrete Dumper/chute Operator $40.18 7A 31 1 Yakima Laborers Concrete Form Stripper $39.51 7A 31 Yakima Laborers Concrete Placement Crew $40.18 7A 31 Yakima Laborers Concrete Saw Operator/core Driller $40.18 7A 31 Yakima Laborers Crusher Feeder $37.11 7A 31 Yakima Laborers Curing Laborer $39.51 7A 31 Yakima Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $39.51 7A 31 Yakima Laborers Ditch Digger $39.51 7A 31 Yakima Laborers Diver $40.67 7A 31 Yakima Laborers Drill Operator (hydraulic,diamond) $40.18 7A 31 Yakima Laborers Dry Stack Walls $39.51 7A 31 Yakima Laborers Dump Person $39.51 7A 31 Yakima Laborers Epoxy Technician $39.51 7A 31 Yakima Laborers Erosion Control Worker $39.51 7A 31 Yakima Laborers Faller Et Bucker Chain Saw $40.18 7A 31 Yakima Laborers Fine Graders $39.51 7A 31 Yakima Laborers Firewatch $37.11 7A 31 Yakima Laborers Form Setter $39.51 7A 31 Yakima Laborers Gabian Basket Builders $39.51 7A 31 Yakima Laborers General Laborer $39.51 7A 31 Yakima Laborers Grade Checker Et Transit Person $40.67 7A 31 Yakima Laborers Grinders $39.51 7A 31 Yakima Laborers Grout Machine Tender $39.51 7A 31 Yakima Laborers Groutmen (pressure)including Post Tension Beams $40.18 7A 31 Yakima Laborers Guage and Lock Tender $40.77 7A 31 Yakima Laborers Guardrail Erector $39.51 7A 31 Yakima Laborers Hazardous Waste Worker (level A) $40.67 7A 31 Yakima Laborers Hazardous Waste Worker (level B) $40.18 7A 31 Yakima Laborers Hazardous Waste Worker (level C) $39.51 7A 31 Yakima Laborers High Scaler $40.67 7A 31 Yakima Laborers Jackhammer $40.18 7A 31 Yakima Laborers Laserbeam Operator $40.18 7A 31 Yakima Laborers Maintenance Person $39.51 7A 31 Yakima Laborers Manhole Builder-mudman $40.18 7A 31 Yakima Laborers Material Yard Person $39.51 7A 31 Yakima Laborers Motorman -dinky Locomotive $40.18 7A 31 Yakima Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure $40.18 7A 31 1 1 1 1 1 1 1 1 1 1 1 1 1 Air Et Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla 'Yakima Laborers Pavement Breaker $40.18 7A 31 'Yakima Laborers Pilot Car $37.11 7A 31 'Yakima Laborers Pipe Layer(lead) $40.67 7A 31 'Yakima Laborers Pipe Layer/tailor $40.18 7A 31 'Yakima Laborers Pipe Pot Tender $40.18 7A 31 'Yakima Laborers Pipe Reliner $40.18 7A 31 'Yakima Laborers Pipe Wrapper $40.18 7A 31 Yakima Laborers Pot Tender $39.51 7A 31 Yakima Laborers Powderman $40.67 7A 31 Yakima Laborers Powderman's Helper $39.51 7A 31 Yakima Laborers Power Jacks $40.18 7A 31 Yakima Laborers Railroad Spike Puller - Power $40.18 7A 31 Yakima Laborers Raker - Asphalt $40.67 7A 31 Yakima Laborers Re-timberman $40.67 7A 31 Yakima Laborers Remote Equipment Operator $40.18 7A 31 Yakima Laborers Rigger/signal Person $40.18 7A 31 Yakima Laborers Rip Rap Person $39.51 7A 31 Yakima Laborers Rivet Buster $40.18 7A 31 Yakima Laborers Rodder $40.18 7A 31 }Yakima Laborers Scaffold Erector $39.51 7A 31 Yakima Laborers Scale Person $39.51 7A 31 Yakima Laborers Sloper (over 20") $40.18 7A 31 Yakima Laborers Sloper Sprayer $39.51 7A 31 Yakima Laborers Spreader (concrete) $40.18 7A 31 Yakima Laborers Stake Hopper $39.51 7A 31 Yakima Laborers Stock Piler $39.51 7A 31 Yakima Laborers Tamper & Similar Electric, Air & Gas Operated Tools $40.18 7A 31 Yakima Laborers Tamper (multiple & Self- propelled) $40.18 7A 31 Yakima Laborers Timber Person - Sewer (lagger, Shorer & Cribber) $40.18 7A 31 Yakima Laborers Toolroom Person (at Jobsite) $39.51 7A 31 Yakima Laborers Topper $39.51 7A 31 Yakima Laborers Track Laborer $39.51 7A 31 'Yakima Laborers Track Liner (power) $40.18 7A 31 Yakima Laborers Traffic Control Laborer $39.33 7A 31 8R GYakima Laborers Traffic Control Supervisor $39.33 7A 31 8R !Yakima Laborers Truck Spotter $39.51 7A 31 Yakima Laborers Tugger Operator $40.18 7A 31 Yakima Laborers Tunnel Work -Miner $40.77 7A 31 8g ;Yakima Laborers Vibrator $40.18 7A 31 1 Yakima Laborers Vinyl Seamer $39.51 7A 31 Yakima Laborers Watchman $33.85 7A 31 Yakima Laborers Welder $40.18 7A 31 Yakima Laborers Well Point Laborer $40.18 7A 31 Yakima Laborers Window Washer/cleaner $33.85 7A 31 Yakima Laborers - Underground Sewer General Laborer a Topman $39.51 7A 31 & Water Yakima Laborers - Underground Sewer Pipe Layer $40.18 7A 31 & Water Yakima Landscape Construction Landscape Laborer $33.85 7A 31 Yakima Landscape Construction Landscape Operator $59.49 7A 3C 8P Yakima Lathers Journey Level $58.48 5D 1 H Yakima Marble Setters Journey Level $49.04 5A 1M Yakima Metal Fabrication (In Shop) Fitter $12.00 1 Yakima Metal Fabrication (In Shop) Laborer $11.50 1 Yakima Metal Fabrication (In Shop) Machine Operator $11.50 1 Yakima Metal Fabrication (In Shop) Painter $12.00 1 Yakima Metal Fabrication (In Shop) Welder $11.50 1 Yakima Millwright Journey Level $61.54 5D 4C Yakima Modular Buildings Journey Level $14.11 1 Yakima Painters Journey Level $34.65 6Z 1W Yakima Pile Driver Journey Level $58.10 5D 4C Yakima Plasterers Journey Level $56.54 7M 1R Yakima Playground & Park Equipment Journey Level $11.50 1 Installers Yakima Plumbers & Pipefitters Journey Level $80.93 6Z Yakima Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C 8P Yakima Power Equipment Operators Assistant Engineer $56.90 7A 3C 8P Yakima Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P Yakima Power Equipment Operators Batch Plant Operator, Concrete $59.96 7A 3C 8P Yakima Power Equipment Operators Bobcat $56.90 7A 3C 8P Yakima Power Equipment Operators Brokk - Remote Demolition Equipment $56.90 7A 3C 8P Yakima Power Equipment Operators Brooms $56.90 7A 3C 8P Yakima Power Equipment Operators Bump Cutter $59.96 7A 3C 8P Yakima Power Equipment Operators Cableways $60.49 7A 3C 8P Yakima Power Equipment Operators Chipper $59.96 7A 3C 8P Yakima Power Equipment Operators Compressor $56.90 7A 3C 8P Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $60.49 7A 3C 8P Yakima Power Equipment Operators Concrete Finish Machine - laser Screed $56.90 7A 3C 8P Yakima Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $59.49 7A 3C 8P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $59.96 7A 3C 8P Yakima Power Equipment Operators Conveyors $59.49 7A 3C 8P Yakima Power Equipment Operators Cranes Friction: 200 tons and over $62.33 7A 3C 8P Yakima Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $59.96 7A 3C 8P Yakima Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $61.10 7A 3C 8P Yakima Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $61.72 7A 3C 8P Yakima Power Equipment Operators Cranes: 300 tons and over or 300' of boom including jib with attachments $62.33 7A 3C 8P Yakima Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $60.49 7A 3C 8P Yakima Power Equipment Operators Cranes: A -frame 10 Tons And Under $56.90 7A 3C 8P Yakima Power Equipment Operators Cranes: Friction cranes through 199 tons $61.72 7A 3C 8P Yakima Power Equipment Operators Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $59.49 7A 3C 8P Yakima Power Equipment Operators Crusher $59.96 7A 3C 8P Yakima Power Equipment Operators Deck Engineer/deck Winches (power) $59.96 7A 3C 8P Yakima Power Equipment Operators Derricks, On Building Work $60.49 7A 3C 8P Yakima Power Equipment Operators Dozers D-9 Et Under $59.49 7A 3C 8P Yakima Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $59.49 7A 3C 8P Yakima Power Equipment Operators Drilling Machine $61.10 7A 3C 8P Yakima Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $56.90 7A 3C 8P Yakima Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $59.96 7A 3C 8P Yakima Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $59.49 7A 3C 8P Yakima Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $56.90 7A 3C 8P Yakima Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $59.96 7A 3C 8P Yakima Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 8P Yakima Power Equipment Operators Guardrail Punch $59.96 7A 3C 8P Yakima Power Equipment Operators $60.49 7A 3C 8P 1 Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over Yakima Power Equipment Operators Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $59.96 7A 3C 8P Yakima Power Equipment Operators Horizontal/directional Drill Locator $59.49 7A 3C 8P Yakima Power Equipment Operators Horizontal/directional Drill Operator $59.96 7A 3C 8P Yakima Power Equipment Operators Hydralifts/boom Trucks Over 10 Tons $59.49 7A 3C 8P Yakima Power Equipment Operators Hydralifts/boom Trucks, 10 Tons And Under $56.90 7A 3C 8P Yakima Power Equipment Operators Loader, Overhead 8 Yards. Et Over $61.10 7A 3C 8P Yakima Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $60.49 7A 3C 8P Yakima Power Equipment Operators Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P Yakima Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P Yakima Power Equipment Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P Yakima Power Equipment Operators Locomotives, All $59.96 7A 3C 8P Yakima Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P Yakima Power Equipment Operators Mechanics, All (leadmen $0.50 Per Hour Over Mechanic) $61.10 7A 3C 8P Yakima Power Equipment Operators Motor Patrol Graders $60.49 7A 3C 8P Yakima Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $60.49 7A 3C 8P Yakima Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $56.90 7A 3C 8P Yakima Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $59.49 7A 3C 8P Yakima Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $59.96 7A 3C 8P Yakima Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $61.10 7A 3C 8P Yakima Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $60.49 7A 3C 8P Yakima Power Equipment Operators Pavement Breaker $56.90 7A 3C 8P Yakima Power Equipment Operators Pile Driver (other Than Crane Mount) $59.96 7A 3C 8P Yakima Power Equipment Operators Plant Oiler Asphalt, Crusher $59.49 7A 3C 8P Yakima Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P Yakima Power Equipment Operators Power Plant $56.90 7A 3C 8P Yakima Power Equipment Operators Pumps - Water $56.90 7A 3C 8P Yakima Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $56.90 7A 3C 8P Yakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $60.49 7A 3C 8P Yakima Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P Yakima Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $59.49 7A 3C 8P Yakima Power Equipment Operators Rollagon $60.49 7A 3C 8P Yakima Power Equipment Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P Yakima Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $59.49 7A 3C 8P Yakima Power Equipment Operators Roto mill, Roto grinder $59.96 7A 3C 8P Yakima Power Equipment Operators Saws - Concrete $59.49 7A 3C 8P Yakima Power Equipment Operators Scraper, Self Propelled Under 45 Yards $59.96 7A 3C 8P Yakima Power Equipment Operators Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Yakima Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $60.49 7A 3C 8P Yakima Power Equipment Operators Service Engineers - Equipment $59.49 7A 3C 8P Yakima Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A 3C 8P Yakima Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $59.49 7A 3C 8P Yakima Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $60.49 7A 3C 8P Yakima Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $59.96 7A 3C 8P Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $61.10 7A 3C 8P Yakima Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $61.72 7A 3C 8P Yakima Power Equipment Operators Slipform Pavers $60.49 7A 3C 8P Yakima Power Equipment Operators Spreader, Topsider Et Screedman $60.49 7A 3C 8P Yakima Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P Yakima Power Equipment Operators Tower Bucket Elevators $59.49 7A 3C 8P Yakima Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $61.10 7A 3C 8P Yakima Power Equipment Operators Tower Crane: over 175' through 250' in height, base to boom $61.72 7A 3C 8P Yakima Power Equipment Operators Tower Cranes: over 250' in height from base to boom $62.33 7A 3C 8P Yakima Power Equipment Operators Transporters, All Track Or Truck Type $60.49 7A 3C 8P 1 Yakima Power Equipment Operators Trenching Machines $59.49 7A 3C 8P Yakima Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $59.96 7A 3C 8P Yakima Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $59.49 7A 3C 8P Yakima Power Equipment Operators Truck Mount Portable Conveyor $59.96 7A 3C 8P Yakima Power Equipment Operators Welder $60.49 7A 3C 8P Yakima Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P Yakima Power Equipment Operators Yo Yo Pay Dozer $59.96 7A 3C 8P Yakima Power Equipment Operators- Asphalt Plant Operators $60.49 7A 3C 8P Underground Sewer Er Water Yakima Power Equipment Operators- Assistant Engineer $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Barrier Machine (zipper) $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Batch Plant Operator, Concrete $59.96 7A 3C 8P Underground Sewer Er Water Yakima Power Equipment Operators- Bobcat $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Brokk - Remote Demolition Equipment $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Brooms $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Bump Cutter $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Cableways $60.49 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Chipper $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Compressor $56.90 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $60.49 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Concrete Finish Machine - laser Screed $56.90 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $59.49 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Conveyors $59.49 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes Friction: 200 tons and over $62.33 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $59.96 7A 3C 8P Underground Sewer & Water Yakima $61.10 7A 3C 8P Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $61.72 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: 300 tons and over or 300' of boom including jib with attachments $62.33 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: Friction cranes through 199 tons $61.72 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Crusher $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Deck Engineer/deck Winches (power) $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Derricks, On Building Work $60.49 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Dozers D-9 Et Under $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Drilling Machine $61.10 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Gradechecker/stakeman $56.90 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Guardrail Punch $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $60.49 7A 3C 8P Underground Sewer Et Water Yakima $59.96 7A 3C 8P 1 Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards Underground Sewer Et Water Yakima Power Equipment Operators- Horizontal/directional Drill Locator $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Horizontal/directional Drill Operator $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Hydralifts/boom Trucks Over 10 Tons $59.49 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons And Under $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $61.10 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Loaders, Plant Feed $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Loaders: Elevating Type Belt $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Locomotives, All $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Material Transfer Device $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $61.10 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Motor Patrol Graders $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $56.90 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $61.10 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $60.49 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Pavement Breaker $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Pile Driver (other Than Crane Mount) $59.96 7A 3C 8P Underground Sewer & Water Yakima Power Equipment Operators- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P Underground Sewer & Water Yakima Posthole Digger, Mechanical $56.90 7A 3C 8P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Power Equipment Operators - Underground Sewer Et Water Yakima Power Equipment Operators- Power Plant $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Pumps - Water $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Rigger And Bellman $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Rigger/Signal Person, Bellman (Certified) $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Rollagon $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Roller, Other Than Plant Mix $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Roto-mill, Roto-grinder $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Saws - Concrete $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Scrapers, Self-propelled: 45 Yards And Over $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Service Engineers - Equipment $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $61.10 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $61.72 7A 3C 8P Underground Sewer Et Water 1 Yakima Power Equipment Operators- Slipform Pavers $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Spreader, Topsider Et Screedman $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Subgrader Trimmer $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Tower Bucket Elevators $59.49 7A 3C 8P Underground Sewer a Water Yakima Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $61.10 7A 3C 8P Underground Sewer a Water Yakima Power Equipment Operators- Tower Crane: over 175' through 250' in height, base to boom $61.72 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Tower Cranes: over 250' in height from base to boom $62.33 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Transporters, All Track Or Truck Type $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Trenching Machines $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons And Over $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Truck Crane Oiler/driver Under 100 Tons $59.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Truck Mount Portable Conveyor $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Welder $60.49 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Wheel Tractors, Farmall Type $56.90 7A 3C 8P Underground Sewer Et Water Yakima Power Equipment Operators- Yo Yo Pay Dozer $59.96 7A 3C 8P Underground Sewer Et Water Yakima Power Line Clearance Tree Journey Level In Charge $49.96 5A 4A Trimmers Yakima Power Line Clearance Tree Spray Person $47.37 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Equipment Operator $49.96 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Trimmer $44.57 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A Trimmers Yakima Refrigeration Et Air Journey Level $80.93 6Z 1Q Conditioning Mechanics Yakima Residential Brick Mason Journey Level $49.04 5A 1M Yakima Residential Carpenters Journey Level $42.98 5D 4C Yakima Residential Cement Masons Journey Level $43.20 7B 1 N Yakima Residential Drywall Journey Level $42.98 5D 4C Applicators Yakima Residential Drywall Tapers Journey Level $40.10 7E 1P Yakima Residential Electricians Journey Level $29.14 5A 1E 1 1 1 1 1 1 1 1 1 1 1 Yakima Residential Glaziers Journey Level $30.59 7L 4L Yakima Residential Insulation Journey Level $42.98 5D 4C Applicators Yakima Residential Laborers Journey Level $36.68 7A 1 H Yakima Residential Marble Setters Journey Level $49.04 5A 1M Yakima Residential Painters Journey Level $34.65 6Z 1 W Yakima Residential Plumbers 8 Journey Level $58.78 6Z Pipefitters Yakima Residential Refrigeration & Journey Level $58.78 6Z 1g, Air Conditioning Mechanics Yakima Residential Sheet Metal Journey Level (Field or Shop) $44.14 5A 1X Workers Yakima Residential Soft Floor Layers Journey Level $17.55 1 Yakima Residential Sprinkler Fitters Journey Level $31.19 7J 1R (Fire Protection) Yakima Residential Stone Masons Journey Level $49.04 5A 1M Yakima Residential Terrazzo Workers Journey Level $42.21 5A 1M Yakima Residential Terrazzo/Tile Journey Level $34.33 5A 1M Finishers Yakima Residential Tile Setters Journey Level $42.21 5A 1M Yakima Roofers Irritable Bituminous Roofer $43.21 7G 41 Yakima Roofers Journeyman Roofer, Waterproofer, Kettleman $40.21 7G 41 Yakima Sheet Metal Workers Journey Level (Field or Shop) $60.31 5A 1X Yakima Sign Makers Et Installers Journey Level $14.65 1 (Electrical) Yakima Sign Makers a Installers (Non- Journey Level $14.65 1 Electrical) Yakima Soft Floor Layers Journey Level $23.11 5A 1N Yakima Solar Controls For Windows Journey Level $11.50 1 Yakima Sprinkler Fitters (Fire Journey Level $56.82 7J 1R Protection) Yakima Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) Yakima Stone Masons Journey Level $49.04 5A 1M Yakima Street And Parking Lot Journey Level $11.50 1 Sweeper Workers Yakima Surveyors Assistant Construction Site Surveyor $59.49 7A 3C 8P Yakima Surveyors Chainman $58.93 7A 3C 8P Yakima Surveyors Construction Site Surveyor $60.49 7A 3C 8P Yakima Telecommunication Journey Level $41.22 51 1B Technicians Yakima Telephone Line Construction - Cable Splicer $41.22 5A 2B Outside Yakima Telephone Line Construction - Hole Digger/Ground Person $23.12 5A 2B Outside Yakima Installer (Repairer) $39.53 5A 2B Telephone Line Construction - Outside Yakima Telephone Line Construction - Special Aparatus Installer I $41.22 5A 2B Outside Yakima Telephone Line Construction - Special Apparatus Installer II $40.41 5A 2B Outside Yakima Telephone Line Construction - Telephone Equipment Operator (Heavy) $41.22 5A 2B Outside Yakima Telephone Line Construction - Telephone Equipment Operator (Light) $38.36 5A 2B Outside Yakima Telephone Line Construction Telephone Lineperson $38.36 5A 2B Outside Yakima Telephone Line Construction - Television Groundperson $21.92 5A 2B Outside Yakima Telephone Line Construction - Television Lineperson/Installer $29.13 5A 2B Outside Yakima Telephone Line Construction - Television System Technician $34.68 5A 2B Outside Yakima Telephone Line Construction - Television Technician $31.18 5A 2B Outside Yakima Telephone Line Construction - Tree Trimmer $38.36 5A 2B Outside Yakima Terrazzo Workers Journey Level $42.21 5A 1M Yakima Tile Setters Journey Level $42.21 5A 1M Yakima Tile, Marble a Terrazzo Journey Level $34.33 5A 1M Finishers Yakima Traffic Control Stripers Journey Level $45.53 7A 1 K Yakima Truck Drivers Asphalt Mix Over 20 Yards $45.35 5D 1V 8M Yakima Truck Drivers Asphalt Mix To 20 Yards $45.35 5D 1V 8M Yakima Truck Drivers Dump Truck $45.35 5D 1V 8M Yakima Truck Drivers Dump Truck Et Trailer $45.35 5D 1V 8M Yakima Truck Drivers Other Trucks $45.24 5D 1V 8M Yakima Truck Drivers - Ready Mix Journey Level $42.18 61 2G Yakima Well Drillers Et Irrigation Irrigation Pump Installer $25.44 1 Pump Installers Yakima Well Drillers Et Irrigation Oiler $11.50 1 Pump Installers Yakima Well Drillers Et Irrigation Well Driller $18.00 1 Pump Installers 1 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39 12 If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4 Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12 If yes, go to question 5. 5 Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39 12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 311 08/31/2018 Edition, Published August 1st, 2018 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1 L, 1 P, and 2 and Concrete Inlets See Std Plans X 2 Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std Plans 3 Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets See Std. Plans X 4 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter X 5 Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6 Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter May also be treated, 1 thru 5. X 7 Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. X Supplemental to Wage Rates 08/31/2018 Edition, Published August 1st, 2018 312 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. X 9 Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc , involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. X 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 13 Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans X 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. X 16 Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections See Std. Plans X Supplemental to Wage Rates 08/31/2018 Edition, Published August 1st, 2018 313 i ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std Plans X 18 Precast Drop Inlet Type 1 and 2 with metal grate supports See Std. Plans. X 19 Precast Grate Inlet Type 2 with extension and top units See Std. Plans X 20 Metal frames, vaned grates, and hoods for Combination Inlets. See Std Plans X 21 Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes Used for in ground storage of utility facilities and controls See Contract Plans for size and construction requirements Shop drawings are to be provided for approval prior to casting X 22 Vault Risers - For use with Valve Vaults and Utilities X Vaults. X 23. Valve Vault - For use with underground utilities. See Contract Plans for details X 24 Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier Only new state approved barrier may be used as permanent barrier X 25 Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans Fabrication plant has annual approval for methods and materials to be used See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ Lab. X 26 Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans Fabrication plant has annual approval for methods and materials to be used X Supplemental to Wage Rates 08/31/2018 Edition, Published August 1st 2018 314 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. X 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used Shop Drawing to be provided for approval prior to casting girders. See Std Spec. Section 6-02.3(25)A X 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02 3(25)A X 30. Prestressed Tri-Beam Girder - Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02 3(25)A X 31 Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. X 32 Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std Spec. Section 6-02.3(25)A X 33. Monument Case and Cover See Std. Plan. X Supplemental to Wage Rates 08/31/2018 Edition, Published August 1st, 2018 315 1 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 35 Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. X 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys See Std. Plans, and Contract Plans for details The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111 X 37 Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans Shop drawings for approval are to be provided prior to fabrication X 38 Light Standard -Prestressed - Spun, prestressed, hollow concrete poles X 39 Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans See Specia Provisions for pre -approved drawings. X 40 Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre -approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std Plans X Supplemental to Wage Rates 08/31/2018 Edition, Published August 1st, 2018 316 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed X X Custom Message Std Signing Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom End Sec Standard Sec 45 Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52 Irrigation components X Supplemental to Wage Rates 08/31/2018 Edition, Published August 1st, 2018 317 ITEM DESCRIPTION YES NO 53 Fencing materials X 54 Guide Posts X 55. Traffic Buttons X 56 Epoxy X 57 Cribbing X 58 Water distribution materials X 59 Steel "H" piles X 60. Steel pipe for concrete pile casings X 61 Steel pile tips, standard X 62 Steel pile tips, custom X Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed " The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 318 08/31/2018 Edition, Published August 1st, 2018 1 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Building Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential *** ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 319 08/31/2018 Edition, Published August 1st, 2018 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39 12 RCW when they perform any or all of the following functions (a) They deliver or discharge any of the above -listed materials to a public works project site (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e g , excavated materials, materials from demolished structures, clean-up materials, etc ) (d) They work in a materials production facility (e g , batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 320 08/31/2018 Edition, Published August 1st, 2018 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to Toad, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site, nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed Workers subject to subsection (2)(d) of this section, who produce such materials at an off -site facility shall be paid the applicable prevailing wage rates for the county in which the off -site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270 08-24-101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31 /92 ] Supplemental to Wage Rates 321 08/31/2018 Edition, Published August 1st, 2018 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 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. B All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage D The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. 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 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be 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. 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 work_ d 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 hourly rate of wage 323 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued 1 0 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 wage P All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage S The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours \vorked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage All hours worked on Labor Day shall be paid at three times the hourly rate of wage U All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage W All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at double the hourly rate of wage X. The 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 xvho are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 324 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay Any shift starting between the hours of 6.00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rat:;, 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. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more 325 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued 3 E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F All hours \vorked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two 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 work performed on Sundays between March I6th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1- I /2) times the regular rate of pay. J All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage In the event the Job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours \vorked on Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked between the hours of 10.00 pm and 5.00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a 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 4 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage B All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage C On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (l-l/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-l/2) times the straight time rate of pay On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-I/2) times the straight time rate of pay, except that if the Job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times die straight time rate of pay 326 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued 4 D 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 Saturday, Sundays and holidays shall be paid at double the hourly rate of pay Rates include all members of the assigned crew. EXCEPTION On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates• The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (I-1/2) 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 will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage 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 Monday or Friday not utilized in the normal four - day, ten hour work week, and Saturday shall be paid at one and one half (1'h) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. 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 double the hourly rate of wage. G. All hours worked on Saturdays 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. H. 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, and all hours on Sunday 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. 1. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage J The first eight (8) hours worked on a 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 a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. 327 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 4. L The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate N 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, and all work performed between the hours of midnight (12.00 AM) and eight AM (8.00 AM) every day shall be paid at double the hourly rate of wage. O All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more All hours worked on Holidays shall be paid at double the hourly rate of wage P All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage Q The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. Placeholder Holiday Codes 5 A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7) B Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8) Holiday Codes Continued 5 D Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H Holidays. New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6) 328 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 5 I. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) J. Holidays. New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7) K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9) L. Holidays. New Year's Day, Martin Luther King Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). 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. Q. Paid Holidays• New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day (7 1/2). S Paid Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7) T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6 A. Paid Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half - Day On Christmas Eve Day (9 1/2). G Paid Holidays: New Year's Day, Martin Luther King Jr Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (1 I). 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 F id Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). 329 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Holiday Codes Continued 6 T Paid Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9) Z. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after 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 7 A Holidays. New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day B. Holidays New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C Holidays. New Year's Day, Martin Luther King Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday D Paid Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8) Unpaid Holidays. President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday E. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday F Holidays. New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday H Holidays. New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday Holiday Codes Continued Holidays. New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be 330 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 observed as a holiday on the preceding Friday 7. J Holidays. New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday K. Holidays. New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays. New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays. New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday N Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Q. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day R. Paid Holidays. New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly S. Paid Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays. New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday V Holidays. New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly 331 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Holiday Codes Continued 7 W Holidays. New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year's Day, and a Floating Holiday X Holidays. New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday Y Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday 15 A. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B Holidays. New Year's Day, Martin Luther King Jr Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day (9) C Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) D Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. Note Codes 8 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, Le\ B• $0.50, And Level C $0.25 M. Workers on hazmat projects receive additional hourly premiums as follows Levels A Sr, B• $ l 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 $0.25 332 Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Note Codes Continued 8. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay 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 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5 00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1 00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300' Over 600' - $2 00 per foot beginning at 600'. W Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. 333 PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: CITY OF YAKIMA North 1st Street Revitalization 'N' Street to SR 12 Federal Aid No. STPUS-4579(011) City Project No. 2340 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. ITEM PROPOSAL BID SHEET North 1st Street Revitalization Federal Aid No. STPUS-4579(011) City Project No. 2340 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1 LS 510 330,°° 316 330,° 2 ROADWAY SURVEYING 1 LS 20,060 $250 00 20,000 $250.00 3 SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN 1 LS 4 PROJECT TEMPORARY TRAFFIC CONTROL 1 LS $10,000 00 $10,000 00 5 TRAFFIC CONTROL SUPERVISOR 1 LS $6,500.00 $6,500 00 6 FLAGGERS AND SPOTTERS 1,440 HR G g . °O 1111 20 $8740.00 7 CONSTRUCTION SIGNS CLASS A 380 SF $23.00 8 PORTABLE CHANGEABLE MESSAGE SIGN 1,440 HR $10.00 $14,400.00 9 ROADSIDE CLEANUP 1 EST $ 25,000 00 $ 25,000 00 10 CLEARING AND GRUBBING 1 LS 1 S, 00o WI000 $12,800 00 11 SAWCUTTING EXISTING ASPHALT PAVEMENT 3,200 LF $4 00 12 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS I 00 000 f0Ot ooO 13 REMOVING MANHOLE 15 EA $706.00 $10,500.00 14 REMOVING DRAINAGE STRUCTURE 17 EA $450.00 $7,650.00 15 REMOVING FENCE 280 LF $2.50 $700.00 16 REMOVING FIRE HYDRANT 8 EA $600.00 $4,800.00 17 ROADWAY EXCAVATION INCL. HAUL 6,410 CY 22.00 n9 List, $ 5,000 00 18 DISPOSAL OF CONTAMINATED SOIL 1 FA $ 5,000.00 19 CRUSHED SURFACING BASE COURSE 7,100 TON 2S oo 113150o $32,900.00 20 CRUSHED SURFACING TOP COURSE 700 TON $47.00 21 HMA CL. 3/4 IN. PG 70-28 6,100 TON $75 00 $457,500.00 22 HMA FOR APPROACH CL. 1/2 IN. PG 64-28 110 TON $160.00 $17,600.00 23 HMA FOR TRENCH RESTORATION 420 SY $31.00 $13,020 00 24 JOB MIX COMPLIANCE PRICE ADJUSTMENT 1 CALC $ -1 00 $ -1.00 25 COMPACTION PRICE ADJUSTMENT 1 CALC $ -1 00 $ -1.00 26 PVC C900 STORM SEWER PIPE 8 IN DIAM. 389 LF $63 00 $24,507.00 27 PVC C900 STORM SEWER PIPE 12 IN. DIAM. 661 LF $70 00 $46,270.00 28 PVC C905 STORM SEWER PIPE 18 IN. DIAM. 471 LF $96 00 $45,216.00 29 PVC C905 STORM SEWER PIPE 24 IN DIAM 465 LF $129.00 $59,985 00 30 SCHEDULE A STORM SEWER PIPE 8 IN DIAM. 62 LF $68 00 $4,216.00 31 SCHEDULE A STORM SEWER PIPE 12 IN. DIAM. 172 LF $64.00 $11,008.00 32 SCHEDULE A STORM SEWER PIPE 18 IN. DIAM 319 LF $84 00 $26,796.00 33 SCHEDULE A STORM SEWER PIPE 24 IN DIAM 648 LF $106.00 $68,688 00 34 DUCTILE IRON STORM SEWER PIPE 24 IN. DIAM. 360 LF $169 00 $60,840.00 City of Yakima N 1st Street Revitalization Project - Pry' No 2340 - STPUS-4579(011) Addendum No. 5 1 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 35 COMBINATION INLET 7 EA $1,800.00 $12,600 00 36 CATCH BASIN TYPE 1 21 EA $1,400.00 $29,400 00 37 CATCH BASIN TYPE 2 1 EA $3,800 00 $3,800 00 38 MANHOLE 48 IN. DIAM TYPE 3 12 EA $4,000.00 $48,000.00 39 MANHOLE 60 IN. DIAM. TYPE 3 2 EA $5,800.00 $11,600 00 40 MANHOLE 72 IN. DIAM TYPE 3 1 EA $9,400.00 $9,400.00 41 CDS STORM WATER TREATMENT SYSTEM 1 EA $40,000.00 $40,000.00 42 ESC LEAD 20 DAY $65.00 $1,300.00 43 EROSION CONTROL AND WATER POLLUTION CONTROL 1 LS 20i 0<50 ZO(000 44 PSIPE ACER RUBRUM 'BOWHALL' / BOWHALL MAPLE (2.5" CAL.) 22 EA $800 00 $17,600 00 45 PSIPE TILIA CORDATA 'CORZAM'/ CORINTHIAN LITTLE LEAF LINDEN (2.5" CAL.) 49 EA $800.00 $39,200.00 46 PSIPE BERBERIS THUNBERGII 'GORUZAM'/ DWARF GOLDEN RUBY BARBERRY (2 GAL.) 557 EA $37.00 $20,609 00 47 PSIPE JUNIPERUS SQUAMATA 'BLUE STAR'/ BLUE STAR JUNIPER (2 GAL.) 582 EA $32.00 $18,624.00 48 PSIPE HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS (1 GAL.) 192 EA $18 00 $3,456 00 49 PSIPE JUNIPERUS HORIZONTALIS 'WILTONII'/ BLUE RUG JUNIPER (2 GAL.) 156 EA $32.00 $4,992.00 50 PSIPE ROSA 'N0A831-00B' / FLOWER CARPET SCARLET ROSE (2 GAL.) 241 EA $36.00 $8,676.00 51 PSIPE RUDBECKIA FULGIDA 'GOLDSTRUM' / BLACK EYED SUSAN (1 GAL.) 331 EA $18 00 $5,958.00 52 BASALT ROCK MULCH 67 CY $95.00 $6,365.00 53 TOPSOIL TYPE A 468 CY $45 00 $21,060 00 54 SOIL AMENDMENT 1 CALC $ 10,000.00 $ 10,000.00 55 BACK OF SIDEWALK RESTORATION 1 CALC $ 10,000 00 $ 10,000 00 56 PEA GRAVEL 6 CY $200.00 $1,200.00 57 WEED BARRIER FABRIC 703 SF $7.00 $4,921.00 58 STREAMBED COBBLES (6" SIZE) 24 CY $220 00 $5,280.00 59 STREAMBED BOULDERS (TWO MAN SIZE) 180 EA $130.00 $23,400.00 60 ROOT BARRIER (12" DEPTH) 796 LF $15.00 $11,940 00 61 TREE GRATES (4'X6') 20 EA $1,650.00 $33,000.00 62 TREE GRATES (3'X6') 22 EA $1,300 00 $28,600.00 63 ROOT PATH 1,989 LF $35.00 $69,615.00 64 BENCHES 10 EA $2,300 00 $23,000.00 65 TRASH RECEPTACLES 5 EA $1,350 00 $6,750 00 66 BIKE RACKS 5 EA $700 00 $3,500.00 67 IRRIGATION SYSTEM 1 LS 1)0 ,000 136,000 City of Yakima N 1st Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No. 5 1 1 SCHEDULE A ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 68 MINOR CHANGE 1 DOL $ 15,000 00 $ 15,000 00 69 BOLLARD TYPE 2 2 EA $500 00 $1,000.00 70 TRENCH SAFETY SYSTEM 1,990 LF $5.00 $9,950.00 71 CEMENT CONC TRAFFIC CURB & GUTTER 4,885 LF $21 00 $102,585.00 72 CEMENT CONC. PEDESTRIAN CURB 250 LF $18.00 $4,500.00 73 COMMERCIAL DRIVEWAY ENTRANCE 1,400 SY $82.00 $114,800.00 74 CHAIN LINK FENCE 273 LF $37.00 $10,101.00 75 END, GATE, CORNER, AND PULL POST FOR CHAIN LINK FENCE 7 EA $80.00 $560.00 76 MONUMENT CASE & COVER 2 EA $600 00 $1,200.00 77 CEMENT CONC SIDEWALK 3,220 SY $75 00 $241,500 00 78 CEMENT CONC. CURB RAMP TYPE PARALLEL A 2 EA $1,800.00 $3,600.00 79 CEMENT CONC. CURB RAMP TYPE PERPEDICULAR A 2 EA $1,700.00 $3,400 00 80 CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A 5 EA $1,800 00 $9,000.00 81 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION B 3 EA $1,850.00 $5,550.00 82 ILLUMINATION SYSTEM 1 LS 5SO,00o S111O,000 83 PERMANENT TRAFFIC COUNT STATION 1 LS $15,000 00 $15,000 00 84 ACCESSIBLE PEDESTRIAN SIGNAL 1 LS $7,500.00 $7,500.00 85 PERMANENT SIGNING 1 LS $10,000 00 $10,000.00 86 PLASTIC LINE 9,490 LF $1.20 $11,388 00 87 PLASTIC WIDE LANE LINE 2,310 LF $1 80 $4,158 00 88 12 IN. PLASTIC WIDE LANE LINE 290 LF $3.30 $957.00 89 PLASTIC TRAFFIC ARROW 14 EA $130.00 $1,820.00 90 PLASTIC CROSSWALK LINE 260 SF $6.00 $1,560.00 91 PLASTIC STOP LINE 160 LF $6.00 $960.00 92 PLASTIC BICYCLE SYMBOL 14 EA $180.00 $2,520 00 93 RAISED PAVEMENT MARKER TYPE 2 1.70 HUND $500.00 $850.00 94 TEMPORARY PAVEMENT MARKING 18,980 LF $0.25 $4,745.00 City of Yakima N 1st Street Revitalization Project — Prj No. 2340 — STPUS-4579(011) Addendum No. 5 Schedule A Total 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SCHEDULE B ITEM NO. PROPOSAL ITEM ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 95 MOBILIZATION 1 LS l o t 060 t O,c�a0 $6,500.00 96 ROADWAY SURVEYING 1 LS $6,500.00 97 ADJUST MANHOLE 4 EA $350.00 $1,400.00 98 PVC SANITARY SEWER PIPE 4 IN. DIAM. 225 LF $33.00 $7,425.00 99 PVC SANITARY SEWER PIPE 8 IN. DIAM. 1,120 LF $42.00 $47,040.00 100 MANHOLE 48 IN DIAM TYPE 1 5 EA $6,000.00 $30,000.00 101 PLUGGING EXISTING PIPE 24 EA $170.00 $4,080 00 102 DUCTILE IRON PIPE FOR WATER MAIN, 6 IN DIAM. 13 LF $120 00 $1,560 00 103 DUCTILE IRON PIPE FOR WATER MAIN, 8 IN. DIAM 584 LF $64.00 $37,376.00 104 DUCTILE IRON PIPE FOR WATER MAIN, 12 IN DIAM 2,043 LF 6 . °° 13g 92 c-( 105 GATE VALVE 2 IN 5 EA $500.00 $2,500.00 106 GATE VALVE 4 IN 2 EA $750.00 $1,500.00 107 GATE VALVE 6 IN 1 EA $900.00 $900.00 108 GATE VALVE 8 IN 7 EA $1,300.00 $9,100 00 109 BUTTERFLY VALVE 12 IN 10 EA $2,700 00 $27,000.00 110 BLOW -OFF ASSEMBLY 1 EA $1,200.00 $1,200.00 111 CONNECT TO EXISTING WATER MAIN 9 EA $1,800 00 $16,200 00 112 ADJUST VALVE BOX 6 EA $370 00 $2,220.00 113 HYDRANT ASSEMBLY 8 EA $5,300 00 $42,400.00 114 SERVICE CONNECTION 1 IN DIAM 4 EA $1,500 00 $6,000 00 115 SERVICE CONNECTION 2 IN. DIAM. 4 EA $2,800.00 $11,200 00 116 DUCTILE IRON SERVICE CONNECTION 4 IN. DIAM 2 EA $5,600.00 $11,200.00 117 BACKFLOW DEVICE 1 EA $4,500.00 $4,500.00 118 TRENCH SAFETY SYSTEM 3,448 LF $1.50 $5,172.00 119 DEWATERING 1 FA $ 50,000 00 $ 50,000 00 120 DISPOSAL OF CONTAMINATED SOIL 1 FA $ 5,000.00 $ 5,000.00 Schedule B Total tip 39 1- Sales Tax (8.2%) for Water and Sanitary Sewer Schedule B Subtotal 391392.$3" 5111 481 ss- Construction Total (Sum Schedule A Subtotal + Schedule B Subtotal) i1302 195-S. SS" City of Yakima N 1st Street Revitalization Project - Prj No 2340 - STPUS-4579(011) Addendum No. 5 1 PROPOSAL North 1st Street Revitalization `N' Street to SR 12 Federal Aid No. STPUS-4579(-11) City Project No. 2340 The bidder is hereby advised that by signature of this proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH CASHIER'S CHECK CERTIFIED CHECK PROPOSAL BOND IN THE AMOUNT OF DOLLARS ❑ ($ PAYABLE TO THE CITY TREASURER IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) 1 2. 3. 4 & 5 360-687-1148 PHONE NUMBER SIGNATURE 0 AUTH9J D OFFICIAL(s) Shane Tapani, Vice President FIRM NAME Tapani, Inc. (ADDRESS) 1904 SE 6th Place Battle Ground, WA 98604 STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER TAPANI*8830E Note. (1) FEDERALI 9 I 1I 1 I5I 0�7 I 0) WA STATE EMPLOYMENT SECURITY REFERENCE NO. 613932 00 8 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 l� Shane apani, Vice Pres, dent BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, or cash in the amount of $ N/A which amount is not less than five percent of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS. That we, Tapani, Inc. , as principal, and Travelers Casualty and Surety Company of America , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Five Percent (5%) of Total Amount Bid--- Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for North 1st Street Revitalization 'N' Street to SR 12, City of Yakima Project No 2340 , according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee, or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 19th DAY OF December Trave By. Tapani, Inc. By. sualtyiand surety Company of America Gloria uning Surety Attorneyin -Jact_ 2018 Prinipal , 20 Received return of deposit in the sum of $ TRAVELERSJ Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Gloria Bruning, of Portland, Oregon, their true and lawful Attorney -in -Fact 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 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. State of Connecticut By City of Hartford ss. Robert L. Raney, Se or Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021 \OALA. C juXn1Cauila Mane C Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 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, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed b said Companies, which remains in full force and effect. Dated this (qT "' day of -1, Kevin E. vW Hughes, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorney -in --Fact and the details of the bond to which the power is attached. COMPLIANCE WITH IMMIGRATION AND NATURALIZATION ACT The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other city contract in excess of Two Thousand Five Hundred Dollars ($2,500), enroll in the E- Verify program or its successor, and thereafter to verify its employees' proof of citizenship and authorization to work in the United States E-Verify will be used for newly hired employees during the term of the contract ONLY: it is NOT to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. The contractor shall sign and return with their bid response the E-Verify Declaration below. Failure to do so may be cause for rejection of bid. E-VERIFY COMPLIANCE DECLARATION The undersigned declares, under penalty of perjury under the laws of Washington State that: 1. By submitting this Declaration, I certify that I do not and will not, during the performance of this contract, employ illegal alien workers, or otherwise violate the provisions of the Federal Immigration Reform and Control Act of 1986. 2. I agree to enroll in E-Verify prior to the start date of any contract issued by the City of Yakima to ensure that my workforce is legal to work in the United States of America. I agree to use E-Verify for all newly hired employees during the length of the contract. 3. I certify that I am duly authorized to sign this declaration on behalf of my company. 4. I acknowledge that the City of Yakima reserves the right to require evidence of enrollment of the E-Verify program at any time and that non-compliance could lead to suspension of this contract. Firm Name: Tapani, Inc. Dated this loth Signature: Printed Name. day of January , 20 19 . 1 Shane Tapani, Vice President Phone #: 360-687-1148 Email Address: shanet@tapani.com 1 ' NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the aforesigned 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 t 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. Washington State Department of 'Transportation Contractor Certification Wage Law Compliance - Responsibility Criteria Washington State Public Works Contracts FAILURE TO RETURN THIS CERTIFICATION AS PART OF THE BID PROPOSAL PACKAGE WILL MAKE THIS BID NONRESPONSIVE AND INELIGIBLE FOR AWARD I hereby certify, under penalty of perjury under the laws of the State of Washington, on behalf of the firm identified below that, to the best of my knowledge and belief, this firm has NOT been determined by a final and binding citation and notice of assessment issued by the Washington State Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully 'violated, as defined in RCW 49.48.082, any provision of RCW chapters 49.46, 49.48, or 49.52 within three (3) years prior to the date of the Call for Bids. Bidder Name: Tapani, Inc. Name of Contractor/Bidder - Print full legal entity name of firm By: I Title: Vice President Battle Ground, WA Title of person signing certificate Place: Print city and state where signed Shane Tapani Signature of authorized person Date: 1/10/19 1 1 Print Name of person making certifications for firm Certification for Federal -Aid Contracts The prospective participant certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. This certification is material representation of the 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 Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not Tess than $10,000 and not more than $100,000 for each failure. 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 subrecipients shall certify and disclose accordingly. DOT Form Revised 272-0401/2000 EF NON-DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows. (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following• employment, upgrading, demotion, or transfer; recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor *(5) The contractor will furnish all information and reports required by Executive Order No 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." Local Agency Name City of Yakima Local Agency Address 129 North 2nd Street Yakima, WA 98901 Local Agency Subcontractor List Prepared in compliance with RCW 39.30.060 as amended To Be Submitted with the Bid Proposal Project Name North 1st Street Revitalization, N Street to SR12, City of Yakima Project #2340 Failure to list subcontractors with whom the bidder, if awarded the contract, will directly subcontract for performance of the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical, as described in Chapter 19.28 RCW or naming more than one subcontractor to perform the same work will result in your bid being non -responsive and therefore void. Subcontractor(s) with whom the bidder will directly subcontract that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. To the extent the Project includes one or more categories of work referenced in RCW 39.30.060, and no subcontractor is listed below to perform such work. the bidder certifies that the work will either (i) be performed by the bidder itself. or (ii) be performed by a lower tier subcontractor who will not contract directly with the bidder. Subcontractor Name Piper Mechanical Work to be Performed Plumbing Subcontractor Name Piper Mechanical Work to be Performed Heating, Ventilation and Air Conditioning Subcontractor Name N45104\Eo� E L<cA.:c. 1 LL. C. Work to be Performed Electrical Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed * Bidder's are notified that is the opinion of the enforcement agency that PVC or metal conduit, junction boxes, etc, are considered electrical equipment and therefore considered part of electrical work, even if the installation is for future use and no wiring or electrical current is connected during the project. SR DOT FormRevised0271.015A8/2012 EF WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10%) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms, and invitations to bid are as widely distributed as possible. RESOLUTION NO. D - 4 8 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. L� ADOPTED BY THE CITY COUNCIL this . 5 Ut day of 1983. cqrAN,‘A• 0(i'Anvv-t ,Q Mayor ATTEST: City Clerk AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore If 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. h The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications, selection requirements, tests, etc The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n The contractor shall make certain that all facilities and company activities are non- segregated o The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. q Non cooperation. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and/or qualifiable minorities and women (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer BIDDER 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: Tapani, Inc. certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract Eletkr yj ru/11 Woo rears, nce U%°.r-io r, Flag, i ►kj(Aw ui ptmeAA- o a&or, l.a�.lacKP,rs -- under ro WN a w r'° arc r La,rvisca e �hrUthon Pla rOur44-VarkCqu' Irr,rnl-TnsffalIr, 1?OW2r and; Ivi mev�,� d1er , r- fir- r ► �,wex+ W a l-y, Su,rvek(ors -r�a,'C eoMfol 5fi)exs , Tr DY;ve 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: actuniLoJamic,kpre cwI Flow() PovtgY uipm� o Xi } r lA bo�re,rc-unnder� Dora eui r �- tAia ��U,ncisca re Owskucki ur Flairkci 49ox1cP USA Insia ►Powet ecox pineviv4- owatbr--otovAand, gP1(4)0)(411t11 SikNekiorSjY0C1c 1 )-- ck `te-r 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 Shane Tapani, Vice President (Signature bf Authorized Representative of Bidder) SUBCONTRACTOR CERTIFICATION Subcontractors' Certification is not required at the time of bid This Certification must be completed by each subcontractor prior to award of any subcontract. certifies that: (SUBCONTRACTOR) 1 It intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in Yakima, Washington, subject to these Bid Condition, those trades being. and; 2 It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) Washington his DeParblierd of inransPeTtalian Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -Aid Projects (Required for each Subcontractor or Lower Tier Subcontractor on all Federal -Aid projects) Contract Number Federal -Aid Number State Route Number Subcontractor or Lower Tier Subcontractor To be signed by proposed subcontractor or lower tier subcontractor The contract documents for this subcontract include as part of the subcontract a special provision entitled "Required Federal -Aid Provisions", the "Required Contract Provisions Federal -Aid Construction Contracts (FHWA 1273)", and the minimum wage rates. I certify the above statement to be true and correct. Company Signature Title Date Contractor Certification To be completed and signed by the contractor 1 A written agreement has been executed between my firm and the above subcontractor 2. A written agreement has been executed between (the subcontractor) and the above lower tier subcontractor All documents required by the special provision entitled "Required Federal -Aid Provisions" are included in the agreement for (1) or (2) marked above I certify the above statements under Contractor Certification to be true and correct. Company Signature Title Date DOT Form 420-004 Revised 03/2008 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. 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 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms, which must be executed, as required, and submitted on the form purchased from the City and bound in the Contract Documents: A. PROPOSAL The unit prices, extensions and total amounts bid must be shown in the spaces provided. B. 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, cashier's check or cash. The amount shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. C. BIDDER'S CERTIFICATION D. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. E. SUBCONTRACTOR LIST DOT Form 271-015 EF The following forms must be received prior to the Contract being executed: A. CONTRACT This agreement is to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his/her Surety Company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1-07.18 (APWA) of the Standard Specifications and Special Provisions. D. E-VERIFY COMPLIANCE DECLARATION Refer to Section 1-02.15. A signed E-Verify Compliance Declaration must be submitted or on file with the City. E. DOT Form 420-004 EF (Only required on Federal -Aid Contracts) Refer to Required Contract Provisions Federal -Aid Construction Contracts FHWA-1273. APPENDICES APPENDIX A: Limited Pavement Study By Hart Crowser (August 13, 2014) 11A1 llARTCR®WSER August 13, 2014 HDJ Design Group, Inc. Attention: Ken Hash 314 W 15th Street Vancouver, WA 98660 Re: Limited Pavement Study North 1st Street Revitalization — East N Street to US 12 Yakima, Washington 15949-05 Dear Mr. Hash: Introduction wow,hot fcrowser.corn Project Understanding This report summarizes the results of our limited pavement study for the North 1st Street Revitalization project located on North 1st Street from East N Street to Highway US 12 in Yakima, Washington. We understand the project includes improvements to the roadway, such as replacing existing sidewalks and landscaping, and changing lane. configurations. The general location of the project is shown on the Vicinity Map (Figure 1), and the relevant limits of our work area are shown on the Site Plan (Figure 2). Attachment A presents logs of the asphalt cores we collected for this study. Our work was performed in accordance with the consultant agreement with HDJ Design Group (HDJ) signed May 20, 2014, for HDJ project number 3715-00. Purpose The purpose of our work is to document for HDJ and the City of Yakima the existing pavement cross-section to aid the design and construction of the North 1st Street Revitalization project. We present our descriptions in the following sections of this report. Scope of Work Our scope of work is outlined in the consultant agreement and generally includes the following tasks. • Completing a field exploration program consisting of eight pavement cores; and ■ Preparing this report summarizing our findings. 300 West 15th Street Vancouver, Washington 98660-2927 Tel 360.448.4189 Fax 503.620.6918 North 1st Street Revitalization August 13, 2014 15949-05 Page 2 Use of this Report This report is for the exclusive use of HDJ, the City of Yakima, and their design consultants for specific application to the subject project and site. We completed this work in accordance with generally accepted geotechnical engineering practices for the nature and conditions of the work completed in the same or similar localities at the time the work was performed We make no other warranty, express or implied Please note that the explorations performed for this study reveal subsurface conditions only at discrete locations across the project site, and actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have begun If significant variations are observed at that time, we may need to modify our conclusions and recommendations accordingly to reflect site conditions. As -Built Pavement Sections We completed eight pavement cores (C-1 through C-8) at the site to depths between 1 and 2 feet below the existing road surface. The locations of the cores completed for this investigation are shown on Figure 2. The cores were advanced at locations chosen by HDJ The core logs are included in Attachment A. Pavement Section The pavement section generally consisted of two lifts of asphaltic concrete (AC) placed over Portland cement concrete (PCC) Core C-5 was the only core to have only AC present. Based on our observations, this core was likely taken over a utility trench where the PCC was removed as part of later utility work. The AC and PCC ranged in total thicknesses from 2.9 to 5.6 inches, and 5.4 to 8.4 inches, respectively. Included below is a table that summarizes the pavement sections observed in our explorations. Photographs of the cores are included in Appendix A. Table 1 — Pavement Section Summary Core Number Location- AC Thickness `(inches): PCC Thickness (inches)--- Lift 1 Lift 2 C-1 NB — Outside Lane, in wheel track 1.8 1 1 8 3 C-2 SB — Inside Lane, center 2.5 3.2 5 4 C-3 NB — Inside Lane, center 3 1 2.3 7 3 C-4 SB — Outside Lane, in wheel track 2.9 1 4 6 8 C-5 NB — Outside Lane 1 6 3 1 Not present C-6 SB — Inside Lane 4 0 N/A 6.7 C-7 Middle of Turning Lane 2.4 2.3 8 4 C-8 SB — Outside Lane 2.0 1.2 5 6 Notes NB = Northbound • SB = Southbound 11/J! Itin North 1st Street Revitalization August 13, 2014 15949-05 Page 3 Base Rock/Subgrade Conditions The PCC pavement in cores C-2 through C-4 was underlain by loose to dense sand with variable silt and gravel contents. The sand layer in cores C-2 and C-3 and the AC and PCC layers in cores C-1, and C-5 through C-8, were underlain by medium dense to dense gravel (base rock) with variable silt and sand contents. A hydrocarbon odor was noted in this material in cores C-1, C-3, and C-6, indicating that it might have been an old asphalt -treated base. We also note that several explorations encountered premature refusal to drilling into the subgrade due to obstructions, believed to be cobbles often found in the native soils Should you have any questions regarding the data contained in this report, please feel free to contact us. Sincerely, HART CROWSER, INC. DANIEL J. TRISLER, PE Senior Associate, Geotechnical Engineer Attachments: Figure 1— Vicinity Map Figure 2 — Site and Exploration Plan Attachment A — Field Explorations 3 -,-- .--so--,__. TIMOTHY W. BLACKWOOD, PE, LEG Principal, Geotechnical Engineer F \Data\jobs\15949 HDl Design Group\-05 North 1st St Revitalization\Finals\Report-Pavement Study -FINAL 08-13-14\N_lst Revitilization- Geotech Pavement Study.docx s-Maps-CAD\ J et St ..u0rtre A • • Ia.acntr ' fflnt, A•• .••t. _.dt h�• Aie 1.. 41, [t•rr ♦ghf VI ...ce, St nn J 1. ,-Sources Esri, HERE, DeLorme:eGSGS. Intermap, increment P Coi-p` `•" NRCAN. Esri Japan. METI, Esri China (Hong Kong), Esri (Thailand)=, TomTom, Mapni'ylndia, © OpenSfreetMap contributors and the GIS -User,— Community 0 0 1,000 2,000 4,000 Feet North 1st Street Revitalization Yakima, Washington Vicinity Map 15949-05 8/14 V HARTCROw•' Figure 1 1 1 1 1 i I 11 1 i :i iI ._ J I I i I ii 1-1 i ' I 1 1 ; iN .1—i----I i i i, t. �I I i i : I •! 1 I I, ill! i i i E k..a ,•1 «,..., i I I 11 i �.�-y�J Isr- :(k I fl 1 i �o,wn, izl^n Y BT 'iu �...; 6 un0e I�. f Mn� :�.4",eJ il "—__G� - - -: .-. iv'Cr7�- `r _ .. - N.tatsaaa:Gdt z ',,. • G-8� "c-2, i .�.-�� `� tom_ ":�= '.��.. Ci�� _ \_ _- � • �. __. _ . __al 1� � -.�-o�.e��y�" '� —�� d^.an>Yr:.To., ��)Jr ;me, � lo. �aAI s�rt,.��ne�. 7-�esss:•i�' lmm:� Gno.: I In; 1 I IrnA.. 4L,~ ,a I. ni�o Myna {� y Gn.pn 'tls�ne, I` I efini �.Un'I LIiY �( 1 'fyrlc (f r II. ' I 1 V II: I Il �yhl..��nn '''''''''','11',.; �. 11 1 ==� i. i; i I .: v: ;i i I— ii ;ill 11 121' I � IT III I 11 11 1 I 1 LEGEND c-� Surveyed Location and Identification of Pavement Core II II 1II II I(_ _ 11 11 1 II I I 11 _1 i 0 z 200 400 Scale In Feet Source' Base map prepared froAuteCAD Am Ia..3715-EXTG-PrellmJAB dwg. provided by HGJ. Inc an 07/09/2014. North 1st Street Revitalization Yakima. Washington Site Plan 5949-05 8/14 EMI F,eure ATTACHMENT A Field Explorations ani Si North 1st Street Revitalization 15949-05 August 13, 2014 ATTACHMENT A Field Explorations This attachment documents the processes Hart Crowser used to determine the nature of the pavement and soil underlying the project site addressed by this report. The discussion includes information on the following subjects. • Explorations and their Locations e Cored Borings Explorations and their Location Subsurface explorations for this project include eight geotechnical cores, C-1 through C-8. The exploration logs in this attachment show our interpretation of the drilling data. The logs indicate the depth where the pavement materials and underlying soils change. Note that the changes in the subgrade materials may be gradual. In the field, we classified the soil and aggregate samples taken from the explorations according to the methods presented on the Key to Exploration Logs. The key also provides a legend explaining the symbols and abbreviations used in the Togs. Figure 2 shows the surveyed locations of explorations provided by HDJ. Cored Borings The cores, designated C-1 through C-8, were drilled on June 4, 2014 using a 6-inch-diameter core barrel advanced with a trailer -mounted drill rig subcontracted by Hart Crowser. The drilling was observed by an engineering geologist from Hart Crowser. Detailed field logs were prepared of each core. The core logs and photographs are presented at the end of this attachment. KEY TO EXPLORATION LOGS NM la HARrcRowsER SOIL CLASSIFICATION CHART MATERIAL TYPES MAJOR DIVISIONS GROUP SYMBOL SOIL GROUP NAMES & LEGEND OTHER MATERIAL AINEO SOILS AINED ON SIEVE GRAVELS GW WELL GRADED GRAVEL OP S® SYMBOLS >50% OF COARSE CLEAN GRAVELS <5% FINES GP POORLY -GRADED GRAVEL IOl.T�' oba o 4' Concrete FRACTION RETAINED ON NO 4 SIEVE GRAVELS WITH FINES, >12% FINES GM GC SILTY GRAVEL CLAYEY GRAVEL CIsa 0 0 00 .4 rr r+ Asphalt Topsoil COARSE-GR >50% RET NO 200 SANDS CLEAN SANDS SW WELL -GRADED SAND >50% OF COARSE <5% FINES SP POORLY -GRADED SAND FRACTION PASSES ON NO 4 SIEVE SANDS AND FINES SM SILTY SAND >12% FINES SC CLAYEY SAND 1111011110111110111111110118111 =INE-GRAINED SOILS >50% PASSES NO 200 SIEVE SILTS AND CLAYS LIQUID LIMIT<50 INORGANIC CL ML LEAN CLAY SILT jA' ORGANIC OL ORGANIC CLAY OR SILT _ —�- SILTS AND CLAYS LIQUID LIMIT>50 INORGANIC CH MH FAT CLAY ELASTIC SILT /— // / Lt- ORGANIC OH ORGANIC CLAY OR SILT' HIGHLY ORGANIC SOILS PT PEATC-1 Note, Multiple symbols are used to indicate borderline or dual classifications MOISTURE MODIFIERS SEEPAGE MODIFIERS CAVING MODIFIERS MINOR CONSTITUENTS Dry Absence of moisture, dusty, None - None Trace < 5% (silt/clay) dry to the touch Slow - < 1 gpm Minor isolated Occasional • < 15% (sand/gravel) Moist Damp. but no visible water Moderate - 1-3 gpm Moderate frequent With 5-15% (silt/clay) Wet Visible free water or saturated, Heavy • > 3 gpm Severe general in sand or gravel usually soil is obtained from 15-30% (sand/gravel) below the water table in silt or clay SAMPLE TYPES LABORATORY/ FIELD TESTS GROUNDWATER SYMBOLS Owl ATT - Atterberg Limits Dames & Moore C7 Water Level (at time of drilling) CP Laboratory Compaction Test Y NCA - Chemical Analysis (Corrosivity) Standard Penetration Test (SPT) CN Consolidation 1r Water Level (at end of drilling) -a DO - Dry Density - { Shelby Tube DS • Direct Shear V Water Level (after dnlling) IN HA - Hydrometer Analysis Bulk or Grab OC - Organic Content PP Pocket Penetrometer (TSF) STRATIGRAPHIC CONTACT P200 - Percent Passing No. 200 Sieve Distinct contact between SA - Sieve Analysis soil strata or geologic units SW - Swell Test TV - Torvane Shear Gradual or approximate change between soil strata or UC - Unconfined Compression geologic units Notes: Blowcount (N) is recorded for driven samplers as the number of blows required to advance sampler 12 inches (or distance noted) per ASTM D-1586 See exploration log for hammer weight and drop. When the Dames & Moore (D&M) sampler was driven with a 140-pound hammer (denoted on logs as D4M 140), the field blow counts (N-value) shown on the logs have been reduced by 50% to approximate SPT N-values. Refer to the report text and exploration logs for a proper understanding of subsurface conditions Descriptions on the logs apply only at the exploration locations at the time the explorations were made. The logs are not warranted to be representative of the subsurface conditoins at other locations or times. GEOTECH BH PLOTS - F:IDATAIGINTIOREGON LIBRARY.GLB - 7/15/14 09:28 - F:IDATA1JOBS115949 HDJ DESIGN GROUPI-05 NORTH 1ST ST REVITALIZATIONIGINT15949-05-BORINGS.GPJ v Hzn c ows R CLIENT HDJ Design Group PAVEMENT CORE C-1 PAGE 1 OF 1 PROJECT NAME North 1st Street Revitalization PROJECT NUMBER 15949-05 PROJECT LOCATION Yakima, Washington DATE STARTED 6/18/2014 COMPLETED 6/18/2014 GROUND ELEVATION SIZE 6-inch DRILLING CONTRACTOR Dan J Fischer Excavating, Inc. GROUND WATER LEVELS: DRILLING METHOD Core Barrel AT TIME OF DRILLING -- LOGGED BY D. Knapp CHECKED BY A. Pyrch NOTE: Outside lane, northbound AT END OF DRILLING -- AFTER DRILLING -- 2 w- 0 v 0 1 10 0 00 MATERIAL DESCRIPTION Asphalt Concrete (2.9 inches) Seam at 0 15 feet Portland Cement Concrete (no fractures) (8.3 inches) (GP) Dense, moist, brown sandy GRAVEL Completed at 1.5 feet due to obstruction w I-w w m -J CI- 2z RECOVERY % z w 0 0 a A SPT N VALUE A 20 40 60 80 PL MC LL I •--1 20 40 60 80 CI FINES CONTENT (%)1=1 20 40 60 80 ILE /IVtRTCRQwS R CLIENT HDJ Design Group PROJECT NUMBER 15949-05 DATE STARTED 6/18/2014 COMPLETED 6/18/2014 DRILLING CONTRACTOR Dan J Fischer Excavating, Inc. DRILLING METHOD Core Barrel LOGGED BY D Knapp CHECKED BY A. Pyrch NOTE. 1.5' east of survey marker, center of inside lane southbound PAVEMENT CORE C-2 PAGE 1 OF 1 PROJECT NAME North 1st Street Revitalization PROJECT LOCATION Yakima, Washington GROUND ELEVATION GROUND WATER LEVELS: AT TIME OF DRILLING -- AT END OF DRILLING --- AFTER DRILLING --- SIZE 6-inch x a= 0 0 MATERIAL DESCRIPTION RECOVERY ♦ SPT N VALUE 20 40 60 80 PL MC LL 1 • 1 20 40 60 80 I I FINES CONTENT (%) I I 20 40 60 80 1 i, • 64 ▪ • 1 Asphalt Concrete (5.6 inches) Seam at 0.21 feet Portland Cement Concrete (5 4 inches) (SP) Loose, moist, light brown SAND (GW) Medium dense to dense, moist, dark brown/black, sandy GRAVEL (hydrocarbon odor) Completed at 1.92 feet due to obstruction 1 ILE HARTCROWSER PAVEMENT CORE C-3 PAGE 1 OF 1 CLIENT HDJ Design Group PROJECT NAME North 1st Street Revitalization PROJECT NUMBER 15949-05 PROJECT LOCATION Yakima, Washington DATE STARTED 6/18/2014 COMPLETED 6/18/2014 DRILLING CONTRACTOR Dan J Fischer Excavating, Inc. DRILLING METHOD Core Barrel LOGGED BY D. Knapp NOTE: Inside lane, northbound S a w 0 0 2 CHECKED BY A. Pyrch MATERIAL DESCRIPTION Asphalt Concrete (5 4 inches) Seam at 0.26 feet GROUND ELEVATION GROUND WATER LEVELS: AT TIME OF DRILLING SIZE 6-inch AT END OF DRILLING -- AFTER DRILLING -- Portland Cement Concrete (7.3 inches) (SW) Medium dense, wet/moist, brown, silty, gravelly SAND, angular (baserock) (GP) Dense, moist, silty, sandy GRAVEL Completed at 2.0 feet w >- �—w m 0- 2z RECOVERY % z w a La UV 0 a ♦ SPT N VALUE A 20 40 60 80 PL MC LL I •------I 20 40 60 80 I FINES CONTENT (%) U 20 40 60 80 GEOTECH BH PLOTS - F\DATA\GINTIOREGON LIBRARY.GLB - 7115/14 09:28 - F.IDATA1JOBSl15949 HDJ DESIGN GROUP\-05 NORTH 1ST ST REVITALIZATIONIGINT115949-05-BORINGS.GPJ u I i tt TCROWSEI1 CLIENT HDJ Design Group PROJECT NUMBER 15949-05 DATE STARTED 6/18/2014 COMPLETED 6/18/2014 DRILLING CONTRACTOR Dan J Fischer Excavating, Inc. DRILLING METHOD Core Barrel LOGGED BY D Knapp CHECKED BY A. Pyrch NOTE. 1' east of survey maker, outside lane, wheel track, southbound PAVEMENT CORE C-4 PAGE 1 OF 1 PROJECT NAME North 1st Street Revitalization PROJECT LOCATION Yakima, Washington GROUND ELEVATION GROUND WATER LEVELS: AT TIME OF DRILLING -- AT END OF DRILLING --- AFTER DRILLING --- SIZE 6-inch a LU 2 U_ 20 a0 < ✓a w 0 MATERIAL DESCRIPTION Asphalt Concrete (4 3 inches) Seam at 0.24 feet Portland Cement Concrete (6.8 inches) (SW) Dense, moist, dark brown, silty, gravelly SAND (minor hydrocarbon odor and trace cobbles at surface of layer) RECOVERY % rnw 05 m0z ♦ SPT N VALUE A 20 40 60 80 PL MC LL I • I 20 40 60 80 I I FINES CONTENT (%) I I 20 40 60 80 Completed at 2 0 feet due to obstruction GEOTECH BH PLOTS - F:DATA1GINT1OREGON LIBRARY.GLB - 7/15114 09:28 - F:IDATAIJOBS115949 HDJ DESIGN GROUP1-05 NORTH 1ST ST REVITALIZATIONhGINT115949.05-BORINGS.GPJ n ILI H/.IItTCROWSER CLIENT HDJ Design Group PROJECT NUMBER 15949-05 DATE STARTED 6/18/2014 COMPLETED 6/18/2014 DRILLING CONTRACTOR Dan J Fischer Excavating, Inc. DRILLING METHOD Core Barrel LOGGED BY D. Knapp CHECKED BY A. Pyrch NOTE: Outside lane, northbound, moved due to utilities 1 U_ 0 MATERIAL DESCRIPTION Asphalt Concrete (4 7 inches) Seam at 0 13 feet (GP) Dense, moist, dark brown sandy GRAVEL (baserock) Completed at 1 0 feet due to obstruction PAVEMENT CORE C-5 PAGE 1 OF 1 PROJECT NAME North 1st Street Revitalization PROJECT LOCATION Yakima, Washington GROUND ELEVATION GROUND WATER LEVELS: AT TIME OF DRILLING — - SIZE 6-inch AT END OF DRILLING -- AFTER DRILLING -- w I-w �w CO a2 Qz RECOVERY % CO W -di > 0 z z w a w� 0 A SPT N VALUE A 20 40 60 80 PL MC LL 20 40 60 180 I FINES CONTENT (%) LI 20 40 60 80 GEOTECH BH PLOTS - F.\DATALGINTOREGON LIBRARY.GLB - 7/15114 09:28-F.VDATAIJOBS115949 HDJ DESIGN GROUP/-05 NORTH 1ST ST REVITALIZATIONIGINT115949-O5-BORINGS.GPJ MW H/.IRTCROwSER CLIENT HDJ Design Group PROJECT NUMBER 15949-05 DATE STARTED 6/18/2014 COMPLETED 6/18/2014 DRILLING CONTRACTOR Dan J Fischer Excavating, Inc. DRILLING METHOD Core Barrel LOGGED BY D Knapp NOTE: Inside lane, southbound CHECKED BY A. Pyrch PAVEMENT CORE C-6 PAGE 1 OF 1 PROJECT NAME North 1st Street Revitalization PROJECT LOCATION Yakima, Washington GROUND ELEVATION GROUND WATER LEVELS: AT TIME OF DRILLING --- AT END OF DRILLING --- AFTER DRILLING -- SIZE 6-inch 1 U_ =0 Q-� 0 MATERIAL DESCRIPTION Asphalt Concrete (4 0 inches) Portland Cement Concrete (subvertical fracture [-0 04-foot wide] filled with asphalt) (6.7 inches) (GP) Dense, moist. sandy GRAVEL (baserock. hydrocarbon odor) Completed at 1 75 feet due to obstruction RECOVERY % �— z o r 0 A SPT N VALUE A 20 40 60 80 PL MC LL • I 20 40 60 80 I I FINES CONTENT (%) I I 20 40 60 80 eta r/AR CfowsER CLIENT HDJ Design Group PAVEMENT CORE C-7 PAGE 1 OF 1 PROJECT NAME North 1st Street Revitalization PROJECT NUMBER 15949-05 PROJECT LOCATION Yakima, Washington DATE STARTED 6/18/2014 COMPLETED 6/18/2014 GROUND ELEVATION SIZE 6-inch DRILLING CONTRACTOR Dan J Fischer Excavating, Inc. GROUND WATER LEVELS: DRILLING METHOD Core Barrel AT TIME OF DRILLING -- LOGGED BY D. Knapp CHECKED BY A. Pyrch _- AT END OF DRILLING -- NOTE: Tuming lane, middle 0 0 1 2 MATERIAL DESCRIPTION Asphalt Concrete (4 7 inches) Seam at 0.2 feet AFTER DRILLING -- Portland Cement Concrete (subvertical fracture [-0.06-foot wide] filled with asphalt) (8.4 inches) (GP) Medium dense, moist, brown, sandy GRAVEL Completed at 2.0 feet RECOVERY 0Z-j m0> 0Z z w w� 0 0 A SPT N VALUE A 20 40 60 80 PL MC LL • 201 40 60 180 I FINES CONTENT (%)1=1 20 40 60 80 NW Ka HN?TCROWSCR North 1st Street Revitalization I A-1 Photograph A-1: Core C-1 Asphalt Concrete Section Photograph A-2: Core C-1 Portland Cement Concrete Section 15949-05 August 13, 2014 A-2 I North 1st Street Revitalization Photograph A-3: Core C-2 Asphalt and Portland Cement Concrete Sections 15949-05 August 13, 2014 NV HNtTCROWSER North 1st Street Revitalization I A-3 Photograph A-4: Core C-3 Asphalt Concrete Section Photograph A-5: Core C-3 Portland Cement Concrete Section HN?TCROWSER 15949-05 August 13, 2014 A-4 I North 1st Street Revitalization Photograph A-6: Core C-4 Asphalt Concrete Section Photograph A-7: Core C-4 Portland Cement Concrete Section 15949-05 August 13, 2014 IrN H/tRTCRowsER North 1st Street Revitalization I A-5 Photograph A-8: Core C-5 Asphalt Concrete Section Top Photograph A-9: Core C-5 Asphalt Concrete Section Bottom ITN HOWSER 15949-05 August 13, 2014 A-6 I North 1st Street Revitalization Photograph A-10: Core C-6 Asphalt Concrete Section Photograph A-11: Core C-6 Portland Cement Concrete Section 15949-05 August 13, 2014 HARTCROWSER North 1st Street Revitalization I A-7 Photograph A-12: Core C-7 Asphalt and Portland Cement Concrete Sections H J?TCROWSER 15949-05 August 13, 2014 A-8 I North 1st Street Revitalization Photograph A-13: Core C-8 Asphalt and Portland Cernent Concrete Sections 15949-05 August 13, 2014 MEI AiLEI HN?TCROW.SER 1 ITEM TITLE: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEM ENT Item No. 6.U. For Meeting of: February 19, 2019 Resolution authorizing a contract with Tapani Inc., for Phase 1 of the North 1st Street Revitalization Project which provides for roadway reconstruction, replacement of public utilities and other amenities SUBMITTED BY: Scott Schafer, Public Works Director Bob Desgrosellier, Acting Chief Engineer - 575-6228 SUMMARY EXPLANATION: Phase 1 of the North 1st Street Revitalization Project is the reconstruction and improvement of N. 1st Street from S R12 to 200 feet South of "N" Street. This includes removal and replacement of the roadway, curb, gutter and sidewalk, sidewalkADA ramps, upgrades of the aging water and sewer systems, addition of a stormwater system, new street lighting and other related amenities. City staff used the State bidding process to advertise for bids. Seven (7) contractors submitted bids with Tapani Inc., of Battle Ground, WA submitting the lowest bid of $4,302,953.55. The Contract is attached for City Council review. Phase 1 is primarily being funded by a $2.718 million federal grant the City received in 2015 and a $1 million Transportation Improvement Board (TIB) grant it received in 2018. Additional funding will be provided by the City's utilities for their respective projects and the use of Gas Tax Funds. ITEM BUDGETED: Yes STRATEGIC PRIORITY: Economic Development APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: 2 Adopt Resolution BOARD/COMMITTEE RECOMMENDATION: ATTACHMENTS: Description Upload Date Type D Re5olotion - Tattani Contract Pluse 1 N. ist 211112019 Resolution D Contract - Taimni 211112019 Contract