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5169
Contract Number. 5169 Vendor RV ASSOCIATES, INC. Subject SR 303 Corridor - 11th St @ Warren Ave Intersection Impr. Department Engineering File Class LEG 12 -1 Begin Date 8/15/2012 End Date: Review Date Vault Date: Comments* CO #1 2/28/13, CO #2 2/22/13, CO #3 2/22/13, CO #4 3/21/13; CO #5 6/21/13, CO #6 6/21/13 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 5 PROJECT NAME SR 303 Corridor— 11 Street at Warren Avenue Intersection Improvements PROJECT NO 1065 CONTRACTOR RV Associates, Inc ORIGINAL CONTRACT AMOUNT $1,273,824 50 DAYS 90 PREVIOUSLY APPROVED CHANGES $68,130 43 DAYS 7 THIS CHANGE $6,915 88 DAYS 0 REVISED CONTRACT AMOUNT $1,348,870 81 DAYS 97 This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease In contract price shown below Includes any applicable taxes DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT C) CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION ($) ($) (DAYS) Road Closure On Saturday For HMA Paving With Detour The City will allow a one day closure of the intersection of Warren Avenue at 11 Street on a Saturday to accommodate the placement of Hot Mix Asphalt wearing course Detouring traffic around the work area will reduce the impacts to traffic that would result with paving on two or more week days using single lane closures through the work area Construction and quality of the pavement will be benefited by eliminating traffic through the work area during construction Traffic using Warren Avenue will be detoured around the work area using adjacent arterials and the Manette Bridge as shown on the attached detour plan The contractor will be reimbursed by force account in accordance with section 1 -09 6 for the cost X of labor to setup and take down the detour, and for all rented $5,41588 materials and rented equipment to provide the detour Portable message signs owned by the contractor will be reimbursed by the hour under existing bid item A-49 Changeable Message Sign A premium charge of $1,500 00 will be Incurred for Lakeside Industries to operate the asphalt plant on a Saturday Payment X of the premium plant cost is contingent upon only asphalt $1,50000 supplied to this project will be produced at the plant for the day CONTRACT CHANGE ORDER NO 5 PROJECT NAME SR 303 Corridor —11 th Street at Warren Avenue Intersection Improvements estimated force account price of $5,415 88 A -67 Premium Cost For Operating HMA Plant On Saturday at the lump sum price of $1,500 00 NET CHANGE IN CONTRACT AMOUNT $6,915.88 0 0 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature ansmg from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMEND aL / PROJECT ENG EER Date RECOMMENDED .101 CITY ENGINEER / DIRECTOFf OF PUBLIC WORKS Date ACCEPTED si_� �_? �� � CONTRACT60 Date APPROVED MAYOR Date APPROVED AS TO FORM: ATTEST � Breme on City Attor City Clerk Page 2 of 2 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 6 PROJECT NAME SR 303 Corridor -11 Street at Warren Avenue Intersection Improvements PROJECT NO 1065 CONTRACTOR RV Associates, Inc ORIGINAL CONTRACT AMOUNT $1,273,824 50 DAYS 90 PREVIOUSLY APPROVED CHANGES $75,046 31 DAYS 7 THIS CHANGE $15,226 91 DAYS 0 REVISED CONTRACT AMOUNT $1,364,097 72 DAYS 97 This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT c CONTRACT CONTRACT TIME Y r AMOUNT AMOUNT EXTENSION m ($) ($) (DAYS) 3 3 Rectification of Proposal Quantities to As Constructed Quantities in the Field In the course of the contract, proposal quantities and actual quantities for the various unit bid items differed due to insignificant changes in the work, resulting from plan clarifications, deleted work, and increasing and decreasing quantities To rectify these differences, the attached plan quantities shall be changed to match what was constructed in the field, as shown on the Attachment No 1, Rectified Proposal Quantities to Construction Quantutes The total increase to the contract amount resulting from these changes is $15, 226.91, which will be measured and X paid for at unit contract bid prices accordingly $15,226.91 No adjustment in contract time will be made as a result of 0 these changes CONTRACT CHANGE ORDER NO 6 PROJECT NAME SR 303 Corridor —11 Street at Warren Avenue Intersection Improvem NET CHANGE IN CONTRACT AMOUNT $15,226.91 0 0 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMENDED-- PROJECT ENGINEER Vate RECOMMENDED 4, X �Z CITY ENGIN R / DIRECTOR F PUBLIC WORKS Date ACCEPTED CONTRACT R ate APPROVED MAYOR Date APPROVED AS TO FORM: ATTES Brem on City Attorney City Clerk Page 2 of 2 City of Bremerton SR303 Corridor -11th Street at Warren Avenue Intersection Improvements Change Order #6 - Attachment No. 1 Rectified Proposal Quantities to Construction Quantities ITEM ITEM DESCRIPTION UNIT PLAN UNIT PRICE CONSTRUCTED Over /Under $ NO QUAN TITY QUANTITY Amount A -1 MINOR CHANGES EST 1 $10,00000 2415150 $14,151 50 A -2 ROADWAY SURVEYING LS 1 $17 000 00 100 $000 A-3 SPCC PLAN LS 1 $500 00 1 00 $000 A-4 MOBILIZATION LS 1 $78,00000 100 $000 A -5 CLEARING AND GRUBBING LS 1 $7,00000 100 $000 A-6 ROADSIDE CLEANUP FA 1 $100 309375 $3,09275 A -7 REMOVE CEMENT CONC SIDEWALK AND CURB RAMP SY 475 $2800 60462 $3,62936 A-8 REMOVE CEMENT CONC CURB AND GUTTER LF 800 $300 84000 $12000 A -9 REMOVE ASPHALT CONC PAVEMENT SY 320 $4500 28258 ($1,68390 A -10 REMOVE CEMENT CONC PAVEMENT SY 70 $4600 32630 $11,78980 A -11 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 1 $5,000 00 1 00 $000 A -12 UNCLASSIFIED EXCAVATION AND GRADING INCL HAUL CY 1,860 $1400 186000 $000 A -13 SHORING OR EXTRA EXCAVATION CLASS B SF 5,200 $1 00 76800 ($4,43200 A -14 STRUCTURE EXCAVATION CLASS B CY 350 $100 20800 ($14200 A -15 CRUSHED SURFACING TOP COURSE TON 370 $2400 55705 $4,48920 A -16 HMA CL 1/2 IN PG 64 -22 TON 985 $9700 76586 $21,256 68 A -17 PLANING BITUMINOUS PAVEMENT SY 3,100 $400 360200 $2,00800 A -18 CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 SY 64 $6000 7727 $79620 A -19 CEMENT CONC SIDEWALK AND CURB RAMP SY 220 $3200 31744 $3,11808 A -20 CURB RAMP DETECTABLE WARNING SURFACE SF 96 $2800 6400 ($89600 A -21 PERVIOUS CONC SIDEWALK SY 360 $6300 36000 $000 A -22 SOLID WALL PVC STORM SEWER PIPE 12 IN DIAM LF 88 $5500 8400 ($22000 A -23 DUCTILE IRON STORM SEWER PIPE 12 IN DIAM LF 205 $6150 17300 ($1,95200 A -24 TESTING STORM SEWER PIPE LF 293 $600 17200 ($72600 A -25 CONNECTION TO EXISTING STORM SEWER PIPE EA 1 $30600 1 00 $000 A -26 CATCH BASIN TYPE 1 EA 4 $13800 400 $000 A -27 CATCH BASIN TYPE 2 EA 1 $2,57000 1 00 $000 A -28 INFILTRATION GALLERY LS 1 $15 00 100 $000 A -29 STORMWATER FILTER VAULT EA 1 $24 1 00 $000 A30 REMOVE EXISTING CATCH BASIN EA 7 $28100 800 $28100 A -31 PLUGGING EXISTING PIPE EA 6 $20500 1000 $82000 A-32 ADJUST MANHOLE EA 18 $41900 1600 ($83800 A -33 DUCTILE IRON PIPE FOR WATER MAIN 8 IN DIAM LF 112 $9500 103 00 ($85500 A-34 GATE VALVE 8 IN EA 1 $1,14000 100 $000 A -35 ADJUST VALVE BOX EA 5 $24000 900 $96000 A -36 HYDRANT ASSEMBLY EA 1 $4 100 $000 A-37 ABANDON WATER SERVICE EA 5 $1,21500 500 $000 A38 RELOCATE WATER SERVICE EA 2 $47000 200 $000 A -39 ADJUST WATER METER BOX EA 3 $675 00 1000 $4,72500 A-40 TEMPORARY EROSION AND SEDIMENT CONTROL LS 1 $1,56000 100 $000 A-41 TESC PLAN LS 1 $50000 1 00 $000 A42 SEEDING FERTILIZING AND MULCHING ACRE 1 $6,10000 053 ($2,86700 A-43 TOPSOIL TYPE A CY 400 $3300 26000 ($4,62000 A-44 PSIPE, ACER RRUBRUM "RED SUNSET' /RED MAPLE EA 10 $27800 1100 $27800, A-45 BARK MULCH CY 50 $4400 000 ($2,200 00 A-46 COMPOST MULCH CY 50 $2900 000 $ A-47 IRRIGATION SYSTEM V SF 5,000 $550 5000 00 $0001 A48 PROJECT TEMPORARY TRAFFIC CONTROL LS 1 $55,85000 1000 000 A-49 PORTABLE MESSAGE SIGN HOUR 2,880 1 $4501 235400 ($2,36700 A -50 CEMENT CONC TRAFFIC CURB AND GUTTER LF 940 1 $2300 93950 ($1150 A -51 ICEMENT CONC PEDESTRIAN CURB LF 72 1 $17001 68501 $59 52 Change Order No 6 Attachment No 1 Sheet 1 of 2 ITEM ITEM DESCRIPTION UNIT PLAN UNIT PRICE CONSTRUCTED Over/Under $ NO QUANTITY QUANTITY Amount A-62 RAISED PAVEMENT MARKER TYPE 1 HUN 5 $33300 1295 $2,64736 A -53 RAISED PAVEMENT MARKER TYPE 2 HUN 5 $44400 3 11 ($83916 A -54 TRAFFIC SIGNAL SYSTEM AND ILLUMINATION SYSTEM AT WARRE LS 1 $282,200 00 100 $000 A -55 PERMANENT SIGNING LS 1 $6,00000 1 00 $000 A -56 PLASTIC TRAFFIC ARROW EA 6 $15000 900 $46000 A -57 PLASTIC TRAFFIC LETTER EA 8 $7200 400 ($28800 A-68 PLASTIC WIDE LINE LF 60 $200 000 ($12000 A-59 PLASTIC STOP LINE LF 100 $11 00 13300 $36300 A-60 PAINT LINE LF 4,000 $040 000 ($1,60000 A-61 REMOVE PAVEMENT MARKINGS COMPLETE LS 1 $8,30000 1 00 $000 B -1 MOBILIZATION LS 1 $26,60000 100 $000 B -2 MINOR CHANGES LS 1 $20,00000 1 00 ($000 B-3 PROJECT TEMPORARY TRAFFIC CONTROL LS 1 $--55-,8-5-0- 00 100 $000 B-4 REMOVE ASPHALT CONC PAVEMENT SY 65 $4400 3420 ($1,3562 B-5 REMOVE CEMENT CONC CURB AND GUTTER LF 175 $500 28400 $54500 B-6 REMOVE CEMENT CONC SIDEWALK AND CURB RAMP SY 305 $1350 401 67 $1,30505 B -7 REMOVE CEMENT CONC RETAINING WALL LS 1 $3,60000 100 $000 B-8 NOT USED 000 $000 B -9 HMA CL 1/2 IN PG 64 -22 FOR PAVEMENT RESTORATION TON 20 $12200 1342 ($80276 B -10 CEMENT CONC RETAINING WALL SF 30 $54000 3300 $1,62000 B -11 EROSIONMATER POLLUTION CONTROL FA 1 $100 000 ($100 B -12 CEMENT CONC TRAFFIC CURB AND GUTTER LF 1 175 $1900 28400 $2,07100 B -13 ADJUST WATER METER BOX EA 1 2 $40800 600 $1,63200 B -14 CEMENT CONC PEDESTRIAN CURB LF 45 $2800 6950 $68600 B -15 CEMENT CONC SIDEWALK AND CURB RAMP SY 285 $4700 41326 $6,02822 B -16 CURB RAMP DETECTABLE WARNING SURFACE SF 50 $31 00 5000 $000 B -17 NOT USED 000 $000 B -18 TRAFFIC SIGNAL SYSTEM AND ILLUMINATION SYSTEM AT WARRE LS 1 $211,10000 100 $000 8-19 REMOVE PAVEMENT MARKINGS COMPLETE LS 1 1 $8,30000 100 $000 B -20 PLASTIC WIDE LINE LF 40 $300 4000 $000 B -21 PLASTIC STOP LINE LF 70 $1400 7600 $8400 B -22 PLASTIC CROSSWALK LINE SF 500 $900 34000 ($1,44000) B -23 PLASTIC TRAFFIC ARROW EA 1 $15000 100 $000 B -24 PLASTIC TRAFFIC LETTER EA 4 $18400 000 ($73600 B -25 PAINT LINE LF 250 $3500 28700 $1,29500 SUBTOTAL BID ITEMS - Schedule A $4,29560 SUBTOTAL BID ITEMS - Schedule B $10,931 31 SUBTOTAL BID ITEMS - Schedule A +B $15,22691 Change Order No 6 Attachment No 1 Sheet 2 of 2 Contract Number 5169 Vendor. RV ASSOCIATES, INC. Subject. SR 303 Corridor - 11th St @ Warren Ave Intersection Impr Department: Engineering File Class LEG 12 -1 Begin Date 8/15/2012 End Date Review Date Vault Date Comments CO #1 2/28/13, CO #2 2/22/13, CO #3 2/22/13; CO #4 3/21/13 I � CITY OF BREMERTON f CHANGE ORDER 6 CONTRACT CHANGE ORDER NO PROJECT NAME SR 303 Corridor —11 Street at Warren Avenue Intersection Improvements PROJECT NO 1065 CONTRACTOR RV Associates, Inc i i ORIGINAL CONTRACT AMOUNT $1,273,824 50 DAYS 90 i PREVIOUSLY APPROVED CHANGES $0 00 DAYS 0 THIS CHANGE $10,913 50 DAYS 0 4 i REVISED CONTRACT AMOUNT $1,284,738.00 DAYS 90 i f r t ( I This Change Order covers changes to the subject contract as described herein The Contractor shall construct, fumish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below Includes any applicable taxes f i DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT o CONTRACT CONTRACT TIME I r V- N-- AMOUNT AMOUNT EXTENSION ($) ($) (DAYS) I UNSUITABLE FOUNDATION EXCAVATION ' When required by the Engineer, the Contractor shall excavate unstable natural ground In the roadway section to a depth of 10 foot and backfill the void with quarry spalis prior to placing surfacing materials When unsuitable foundation excavation is required above existing utility ducts, crushed surfacing top I course shall be used to backfdl the void G Description i X One new Schedule A item shall be created $3,313.50 A-62 Quarry Spells, 150 tons at $22 09 /ton � t X Excavation and disposal of unsuitable foundation materials will $2,800.00 f be measured and paid for under existing Schedule A bid Item A -12 Unclassified Excavation Incl Haul, 200 cubic yards at $14 00 /cubic yard The total quantity for Bid Item A -12 will I increase 200 cubic yards, from 1,860 cubic yards to 2,060 cubic yards { R X Crushed Surfacing Top Course will be measured and paid for $4,800.00 under existing Schedule A bid Item A -15 Crushed Surfacing Top Course at $24 00 per ton The total quantity of Crushed ' Surfacing Top Course will increase 200 tons, from 370 tons to E 570 tons f i CONSTRUCTION Unsuitable Foundation Excavation shall be performed in accordance with section 2 -03 3(14)E of the standard specifications Placement of quarry s alas shall be in accordance with secton i I S a P CONTRACT CHANGE ORDER NO 'I PROJECT NAME SR 303 Corridor— 11 Street at Warren Avenue Intersection Improvements 8 -15 3(6) of the standard specifications MATERIALS Quarry spaiis shall meet the requirements of section 9 -13 6 of the standard specification and will be accepted by visual inspection of the material by the Engineer Crushed Surfacing Top Course used to backfiil the void left from unsuitable foundation excavation shall meet the requirements of section 9 -03 9(3) and will be accepted by visual inspection of the material by the Engineer Measurement and Payment The above listed items shall be full pay for all labor, material, tools and equipment required to perform the work, in accordance with the Standard Specifications and as described in this change order NET CHANGE IN CONTRACT AMOUNT $10,913.50 0 0 INCREASE OR (DECREASE) I Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, ! including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance 1 The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to I the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change i I RECOMMENDED PROJECT ENGINEER Zate RECOMMENDED Z L( 3 GIN R / D CTOR OF PUBLIC WORKS Date i 3 ACCEPTED 'CONTRACTIM Date APPROVED MAYOR ate Page 2 of 3 { s I CONTRACT CHANGE ORDER NO 1 PROJECT NAME SR 303 Corridor —11 Street at Warren Avenue Intersection Improvements APPROVED AS TO FORM: ATTEST: Bremerton dify Attorney City Clerk Page 3 of 3 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 4 PROJECT NAME SR 303 Corridor— 11 Street at Warren Avenue Intersection Improvements PROJECT NO 1065 CONTRACTOR RV Associates, Inc ORIGINAL CONTRACT AMOUNT $1,273,824 50 DAYS 90 PREVIOUSLY APPROVED CHANGES $59,360 84 DAYS 7 THIS CHANGE $8,769 59 DAYS 0 REVISED CONTRACT AMOUNT $1,341,954 93 DAYS 97 This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The Increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION ($) ($) (DAYS) � 3 � tr Radar Presence Detection ` This change order provides for the contractor to furnish and I install radar presence detection equipment on three legs of the traffic signal system at Warren Avenue and 11 Street $29,031.59 f This change order also deletes the installation of new vehicle detection loops in the pavement at all legs of the intersection The deletion does not include homerun wiring and junction boxes which shall be installed in accordance with the plans and ($20,262.00) specifications Conductors terminating in the function boxes shall be capped to prevent corrosion t Description One new Schedule A proposal item shall be created X A_ -65 Radar Presence Detection System Complete at the lump sum price of $8,769 59 Materials I All materials shall be hew and in accordance with section 8 -20 2 I Materials of the standard specifications Radar presence detection equipment shall include (3) three =� Wavetronix Matrix Stop Bar Detectors, WX -SS -225, manufactured by Wavetronix, Provo, UT The following accessories shall be included I � i iE i CONTRACT CHANGE ORDER NO 4 PROJECT NAME SR 303 Corridor —11 Street at Warren Avenue Intersection Improvements • (1) Matrix 4 Sensor Preassembled Backplate w/ AC power WX- SS -B01 -0006 • (3) 60 foot Matrix / 200V Cable w/ Connector WX -SS- 704-060 0 Matrix Type 2 Home Run Cable 1 pr #18, 2 triads #22 ATP - Matrix 2 • (3) In Line Terminal Strip Junction boxes WXSS -710 • (3) SmartSensor Mount — 6" 3 Axis Aluminum WX-SS- 611 a (6) 2 channel Matrix contact Closure Rack Cards WX- CLK -112 (1) RS-486 to USB Converter Cable WX- 100 -0281 CONSTRUCTION All work shall be in accordance with the manufacturer's Technical Specifications, Bid Specifications, and Installation Specifications, which shall be with the Contractor's Request for Approval of Material for the radar presence detection system Measurement and Payment No specific unit of measurement will apply to the lump sum item for the radar detection presence system, however, measurement will be for the sum total of all items for a complete system furnished and installed Payment will be made in accordance with Section 1 -04 1 for the j new bid item A -65 Radar Presence Detection System Complete at the lump sum price of $8,769 59 I ' The lump sum contract price for " Radar Presence Detection System Complete shall be full compensation for all costs for furnishing all labor, tools, materials and equipment to complete the work as specified including temporary traffic control and credit for deletion of vehicle detection loops All additional materials and labor not called for herein and which are required to complete the radar presence detection system, shall be included in the lump sum Contract price NET CHANGE IN CONTRACT AMOUNT $8,769.59 0 0 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order , This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton Page 2 of 3 CONTRACT CHANGE ORDER NO 4 PROJECT NAME SR 303 Corridor -11 Street at Warren Avenue Intersection Improvements The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMEN — 3 PROJECT ENGINEER QAfe RECOMMENDED 3 A L / NGINE / 7BLIC WORKS Date 7 ACCEPTED 3A A3 RACTOR Date APPROVED 1 1 L4 113 M YOR p6te APPROVED AS TO FORM: ATTEST• Breme on bt Attorney City Clerk Page 3 of 3 Contract Number 5169 Vendor RV ASSOCIATES, INC. Subject: SR 303 Corridor - 11th St @ Warren Ave Intersection Impr. Department Engineering File Class LEG 12 -1 Begin Date: 8/15/2012 End Date Review Date: Vault Date* Comments CO #2 2/22/13, CO #3 2/22/13 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 2 PROJECT NAME SR 303 Corridor —11 Street at Warren Avenue Intersection Improvements PROJECT NO 1065 CONTRACTOR RV Associates, Inc ORIGINAL CONTRACT AMOUNT $1,273,824 50 DAYS 90 PREVIOUSLY APPROVED CHANGES $10,913 50 DAYS 0 THIS CHANGE $26,752 38 DAYS 5 REVISED CONTRACT AMOUNT $1,311,490 38 DAYS 95 This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION ($) ($) (DAYS) Cement Concrete Pavement This change order provides for payment to construct cement concrete pavement at the northwest corner of 11 Street and Warren Avenue as shown on the attached plan sheet 4 of 30 Description One new Schedule A item shall be created A -63 Cement Conc Pavement - 114 Square Yards at $234 67 per square yard X $26,752.38 5 CONSTRUCTION All work shall be in accordance with Section 5 -05 Cement Concrete Pavement of the standard specifications and the contract drawings Measurement and Payment Cement Conc Pavement will be measured by the square yard for the completed pavement Payment will be made in accordance with Section 1 -04 For "Cement Conc Pavement", per square yard The unit contract price per square yard for "Cement Conc Pavement" shall be full compensation for all costs incurred to complete the work as specified including all costs for providing temporary traffic control CONTRACT CHANGE ORDER NO 2 PROJECT NAME SR 303 Corridor -11 Street at Warren Avenue Intersection Improvements NET CHANGE IN CONTRACT AMOUNT $26,752.38 0 5 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMENDE 2 Z Z , l zal 3 PROJECT ENGINEER Da re RECOMMENDED C I Z ENGINEE RE O PUBLIC WORKS Date ACCEPTED J V A SS& 13 T C TOR to APPROVED MAYOR ate APPROVED AS TO FORM ATTES _,*_�& / 4 V Bremerto 9(y Attorney City Clerk Page 2 of 3 i ' 111 5 V 0D „o VARIES , 0 5 500 Change Order No 2 R D-,200 Attachment No 1 R SR LANE SS LAN E R NR LAME NB H °Rr LANE R GE PEONY NOTM R T L ( Dl RL PANELS BE EL! CED NO t3 REBAR, ! ,2' CH-CENTER/ -CENTER/ 6 V g A ' SAVLUT 8 BOTH DRECTIOS, LOOM OER T T IE FIIL" DO NOITUT DDS R ! J w Los SIDE DDEHSION @ @@ T Les SEE ALTERNA SNOR S IDE DIMENSION T a BELOW D THE PANEL R 00 -SHAPED (TYPICAL AT RI10D15 FRLETS) C TYPICAL ROADWAY SECTION COTIINTAE PASSING TWO" T HaO" THE SU *,P W-40 ""° DOES "°T T WARREN AVENUE D PANELS WITH cA TGOASONS MA bOLQ, DR WAILTS - -NTS 2 PANEL JOINFIG AT RADIUS FOLETS r i A W NOT CREATE PANELS WITH ASIDE LESS THAN I FOOT LONG l ` B. DD HOT CREATE PANELS WITH A SIDE GREATER THAN 10 FEET LONG _ G DO HOT CREATE FULL LENGTH PANELS THAT ARE LESS THAN 3 FEET VIDE / 3 THE - JOINTING PLAN AS SHOWN ATTEMPTS TO PLACE THE tDNGETLIDINAL JOINTS AT THE LOCAT I S OF LANE STRIPES TRANS VERSE CONTRACTION AND CONSTRICTDDN JOINTS NO L26MVIML T 0 CEMENT CONCRETE SIDEWALK CONTRACTION AND CONSTRUCTION KWS - SEE VSDOT STANDARD PLAN A- 4010 -DL dR1T iD DE PLACED ADJACENT T H ICON 5 ROM ® CNRB L TRIMMER TYPE AL SLY c" IrD DETAIL mm S TMIOETEO EDGE JOINT 12 00 5 OD O OM PLANING DITIAORMIS PAVEMENT AND — CL. V2 DICK OVERLAY a A f y pG IMA V2 INCA PG 6 EXPANSION DETAIL I t { 1 - QI 03' IA C. 61 -ffi XON O CRB AND GUTTER. 0 Gs CSTD J� VARIES VARffS / 7 N REe PANEL T L( � © 0 PERVOA IN RD COMPETE R FABRIC T AND IY RECHARGE BED L3 PLA CE AT AT OhCENTERS BOTH D SL IL _ CCNSHED iWW RDCIO ON FILTER FABRIC TERMINATE REBAR At t A T KID-DE nI SLAL -;J ]�` p - ..-- -- - TERMINATE LAB. AT 2 70 Y FROM JOIXCS ARD 0 — / Y � � - � - -^ © .33' NMA C. 1/2 INCH PG 64 -22 EDGES OF SLAB. �/ 08 T EXISTING - TO BE PRESERVED. & NEW CONCRETE PAVEMENT TO DE ➢DVEIm 70 EXLS TOO PANELS -SEE KDDf t STANDARD PLAN A- 6UD-01 T TYPICAL ROADWAY SECTION i 12TH STREET i -NTS / TAI. wort ii BASE BID - SCHEDULE A This Area to be replaced with > Cement Concrete Pavement o E SLAT under the new bid Item y� PAVEMENT r "Cement Conc Pavement', per a • COMING PAVEMENT square yard Ho R AXRPAIp�Met@ , R 9 EOSIDG ASPW.T ° / g R �I 0 RAE r FARM POSTING MVOENr SASACE T + fY 1 • • RAISWNL! f 0 PLACE CONCRETE PAVEMENT Cr HIGH FORD AIDS LET p@G 1 ENI k © CE PA Y 1BEA nVC1AY ABUTTDO CNCONCRETE I L —9 MEN. — CONCRETE JOINT E.1 ETCT E R REDFCRCED PAWL T THIDMEED EDGE 11TH ST e CONCRETE PAVEMENT /HMA OVERLAY INTERFACE THICKENED EDGE DETAIL 77771 RPFLPCEMENr a ALTERNATE #t —NTS PA Cis HOT —NTS PAST OF ALTERNATE 01 Ct1NCRETE PAVEMENT J6INT DETAILS g ¢TRlDq� *��IS'LP2 REPLACEMENT AT INTERSECTION 8 BID ALTERNATE NI REVISIONS o 3 °D A00 CITY OF BREMERTON IP e s No CESCROCN DATE 01 1W0 PEHrs DEPARTMENT OF PUBLIC WORKS 8 UTILITIES 11TH ST. AT WARREN AVE. ,F .1 T scar sNFI ; E- t:7.1 NLL SCALE _ c�RD,NCLY ENGINEERING oM G 810N INTERSECTION IMPROVEMENTS o + f�Z Vk7D DRAWN f>r SJ OESKRN BY GF CHECKED BY - DRAWMC NO DAR + /11 W/$N PE / MTE 4111 IIASH PL OAT[ CROSS SECTIONS AND JOINT DETAIL i CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 3 PROJECT NAME SR 303 Corridor —11 Street at Warren Avenue Intersection Improvements PROJECT NO 1065 CONTRACTOR RV Associates, Inc ORIGINAL CONTRACT AMOUNT $1,273,824 50 DAYS 90 PREVIOUSLY APPROVED CHANGES $37,665 88 DAYS 5 THIS CHANGE $21,694 96 DAYS 2 REVISED CONTRACT AMOUNT $1,333,185 34 DAYS 97 This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT o CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION ($) ($) (DAYS) it tr Cement Concrete Pavement This change order provides for paving 12 Street with pervious concrete pavement as shown on the attached plan sheet #4 of 50 Description One new Schedule A item shall be created A -64 Pervious Cement Conc Pavement - 152 Square Yards X at $142 73 per square yard $21,694.96 2 CONSTRUCTION All work shall be in accordance with the special provisions for pervious cement concrete sidewalks under Section 8 -14 Cement Concrete Pavement of the standard specifications and the contract drawings Measurement and Payment Pervious Cement Conc Pavement will be measured by the square yard for the completed pavement Payment will be made in accordance with Section 1 -04 For "Pervious Cement Conc Pavement", per square yard The unit contract price per square yard for "Pervious Cement Conc Pavement' shall be full compensation for all costs for furnishing all labor, tools, materials and equipment to complete the work as specified including forming, curing, excavating and constructing the recharge bed, testing, saw cutting and all other items for a complete pavement system CONTRACT CHANGE ORDER NO 3 PROJECT NAME SR 303 Corridor —11 Street at Warren Avenue Intersection Improvements NET CHANGE IN CONTRACT AMOUNT $21,694.96 0 2 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change RECOMMENDED PROJECT ENGINEER Date RECOMMENDED ' 3 (jCITYNGINEER / DIRECTO PUBLIC WORKS Date ACCEPTED R y a zfe-s Vtclp-ols CONTRACTOR Da APPROVED MAYOR D e APPROVED AS TO FORM: ATTEST• C Bre ert n C Attorney Q Clerk Page 2 of 3 5 5 Change Order No 3 ' rAi VARIES 1100 1100 VARIES It 1 0 500 0 -12 0 -1200 Attachment No 1 RIG TURN SH LANE S8 IJWE LEFT TURN NB LANE to LANE LANE LANE R 1 � NNN6DP PW(f E =x POINT . T _� POTIM B L DDIVIOUAL PA NELS SHOULD BE REDFOCED WITH *3 REHAB, B IT Q1- CENTER/ 6 { SAVCUI D BOTH DIRECTIONS UNDER THE FOLDVRG CQDITIOND R �• A 11NG SIDE W6N307N T ✓ 12S SEE ALTFRNNTE SHOR SIDE DIMENSION T AI BE101 / & TIE PANEL 6 00-SHAM tTYP1CK AT RADIUS FILLETS) - TYPICAL ROADWAY SECTI ❑N � E THE SUM= PRA °E"DCN°B "'D MKS NOT / WARREN AVENUE D PANELS WITH CATG®ASINS Hi OR VAULTS. -NTS 2 PANEL JOINTING AT RADIUS FILLETS T , ppp A DO HOT CREATE PANELS VM A bDE LESS THAN t FUUT LONG p , L DO NOT CREATE PANELS WITH A SIDE GREATER THAN 14 FEET LONG. L C. DO NOT CREATE FILL LENGTH PANELS THAI ARE LESS THAN 3 FEET WIDE / 3 THE "TING PLAN AS SHOWN ATTEMP TO PLACE THE LONGITUDINAL JOINTS T ' AT THE LOCATIONS W LA STRIPEL 4 TRANSVERSE CONTRACTION AND CONSTRUCTION JUDOS AND LONGITUDINAL . IQ CE CONCRETE SIDEWALK CONTRACTION AND CONSTRUCTION JOINTS - SEE VSDOT STANDARD PLAN A- 4010 -M RIIW �! l 5 RON CURB A (]!TIER TYPE AL SEE C1LB. STD (STAR 3131 1200 1 5001 Q 3 023 PLANING Ii PAVEMENT A D HMA C. 112 DOH OVERLAY ST H 3CKETED EDGE JTHT- __ PG 64-22 - SEE DETAIL © DS' HAN CL-, VP INCH 111 64-22 d EXPANSION JOINT TO BE PLACED ADJACENT TO CURB AND GUTTER 6 ® 0.Y C= 6 DY PERVIOUS CTBNT CONCRETE SDEWALK AND IT RECHARGE RED J REI RLED PANEL WARES O - 03 U REB AT IT ABa UN- RUTH DI ORUSMD DRAIN ROCIO W FILTER FA®fIC - PLACE RE ATE R A I ABOVE I3- FROM - tF SL T 03T NMA CL I/2 INCH PG 64 -22. EDGES OF SLAB AT T TO 3• FRON .DINTS AND DUSTDG - TO BE PRESERVED T D NEW CONCRETE PAVEMENT TO BE DOWELED TO EXISTING PANELS -SEE vSDOT STANDARD PLAN A- 66D-0T T / TYPICAL ROADWAY SECTION 8" pervious cement concrete pavement Including 12" recharge T 121H STREET bed w/o filter fabric (approx 152 SY paid as "Pervious Cement -NTS Conc Pavement' per square yard) BASE BID - SCHEDULE A CEMENT T / W �Q f t CONi PAVEMENT OVERLAY / Q T 3 Y FISTING PAVDdt �iOa�AtO AIRT NAD IIp6 R 4 t 4 J RR y Y� Q KANE r TRW COSTDG PAVD[NT SOTACL T� - • 4 I / g1I ® PLACE CONCRETE PAVE OF HON FOOD AND LET EKISTNG ` f Q PLALL r HIM OVDRAY Asu"M CIE 9 NIX — — CONCRETE JOINT [DKAETE R REINFRLED PANEL i 1 THICKLTED EDGE 11TH $T CGNCRETE PAVEMENT /HMAL OVERLAY INTERFACE THICKENED EDGE DETAIL 7711 R04AC04M ALTERNATE #1 -NTS PANT -NTS PART O' ALTERNATE 01 CIINCRETE PAVEMENT JOINT DETAILS y REPLACEMENT AT INTERSECTION & BID ALTERNATE #1 E ?BID RI '(PK 11:12 -NTS REVISIONS D 1 2 NE D BOOR CITY OF BREMERTON 6 e z ND DESLAUMCN DATE By DEPARTMENT OF PUBLIC WORKS & UTILITIES 11TH ST. AT WARREN AVE. SHEET TN0 LVDRS AT flAl. SGLLE F ( T SGIE ACCORDNGLY ENGINEERING DMSNIN INTERSECTION IMPROVEMENTS o ALL g � CA D Wll NO CROSS SECTIONS AND JOINT DETAIL ae 9 ORapN W SJ OES�CN By GF CHECKS Br � DATE 4/11 MASH PE / DATE 01 1 TABH PE / CITE °A Contract Number: Vendor: Sub�ect: Department: File Class: Begin Date. End Date: Review Date: Vault Date: Comments : 5169 RV ASSOCIATES, INC. SR 303 Corridor - llth St @ Warren Ave Intersection Impr. Engineering LEG 12-1 8/15/2012 0 Local Agency Contract THIS AGREEMENT, made and entered into tlus /��' day of �+� y s'f' , a0l� between the CITY OF BREMERTON, (hereinafter called the CITY) under and by virtue of Trtle 47 RCW, as amended and RV ASSOCIATES, INC , heremafter called the Contractor WITNESSETH That m consideration of the terms and condrtions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows The Contractor shall do all work and furnish all tools, materials, and equipment for SR 303 Corridor —11 Street at Warren Avenue Intersection Improvements m accordance with and as described m the attached plans and specifications, and the standard specifications of the which are by this reference incorporated herein and made part hereof and, shall perform any changes in the work m accord with the Contract Documents The Contractor 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 constructmg and completmg the work provided for m these Contract Documents except those rtems mentioned therem to be furnished by II hereby promises and agrees wrth 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 m accord with the attached plans and specifications and the terms and conditions herein contamed and hereby contracts to�pay for the same according to the attached specifications and the schedule of umt or itemized prices at the time and m the manner and upon the - r _ . conditions provided for m this contract _� � � SR DOT Form 272-OO6A EF ' 07/2011 III The Contractor for himself/herself, and for his/her heirs, executors, admimstrators, successors, and assigns, does hereby agree to full performance of all convenants required of the Contractor m the coritract ' � IV It is further provided that no liabilrty shall attach to the State by reason of entermg mto this contract, except as provided herem IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first below written and has caused this instrument to be executed by and m the name of the day and year first above written Executed by the Contractor l��/�7SSOGd/� � ,�i c_ .�/��� ��J��..-� ��, ��� ���� �'��'/�.- (Contractor) Local Agency �i� 1�y Uc� �r��� Title �I �yor By � � Date g '� � y , SR DOT Farm 272-006A EF 07/2011 � � � ' Narr CONTRACTOR'S REGISTRATION > < <2'�, g \ t1C , ( Address ���� 1 —` °�� c� �r� ' ' ' 1 , , ' , ' ll ' ' , � � � ��`� �� z �1 g�t�r1 Employer's identification number (employer Soc Sec #) (not your personal Social Security number) Employment Security Department number �1979`1 `�- DD $ Washington Industrial Insurance number �'�, �-7-� �o � Washmgton State Excise Tax Registration number_ (nG1'� -` � 8�� Washington State Contractor's Registration number/expiration date (�VaSS f�- (7� C3J o�/ /(� t 3 City of Bremerton Business License number /� 9�9 —� ' Ctry of Bremer►on ' 1 /' and Warren Intersect�on /mprovements Aprt! 2012 CONTRACTOR REGISTR,9TlON-I ' L_J� ' � � BID PROPOSAL SR303 Corridor —11th Street at Warren Avenue Intersection Improvements Project #1064 BID TO City of Bremerton (Washington) Department of Public Works and Utilities The undersrgned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the CITY in the form included m the Contract Documents to pertorm the WORK as specified or mdicated in said Contract Documents entitled 11th St. at Warren Ave. Intersection Improvements 2 Bidder accepts all of the terms and conditions of the Contract Documents, includmg without ' limitation those m the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid security 3 This Bid wd! remam open for the period stated m the "Not�ce Inviting Bids" unless otherwise ' required by law Bidder will enter mto an Agreement within the time and m the manner required in the "Notice Invitmg Bids" and wdl furrnsh the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents C� ' , � 1 � � �� ' � 4 Bidder has exammed copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged) Number � Date ��u '3\ 20 � 2 Failure to acknowledge all addenda shall render the bid non-responsive and shall be cause for its re�ection 5 Bidder has familianzed �tself with the nature and extent of the Contra�t Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or pertormance of the WORK and has made such mdependent invest�gations as Bidder deems necessary To all the foregoirrg, and including ail Proposal Forms contained in this Bid, said Bidder �further agrees to complete the WORK required under the Contract Documents withm the Contract Time stipulated in said Contract Documents, and to accept m fuA payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Proposal Forms NOTE Prices for all items, all extensions and total amount of bid must be shown in the Proposal Forms Show pnces in figures Dated � "(p • �?i Bidder City of Bremerton , SR303 Comdor— f ith Strt�et af Warren Avenue Intersecbon lmprovements By Title 1-3 ��l ��5�� z�� �+s C , (Signature) �j \�C ��lzS���w�.� July 2012 B�d Proposal 1 ' � ' , � ' ' ' ' ' 1 ' � , � ' � ' PROPOSAL FORM SR303 CORRiDOR -11TH STREET AT WARREN AVENUE INTERSECTION IMPROVEMENTS SCHEDULE A — (WARREN AVENUE/11TH� ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE PREPARATION A-1 1-04 MINOR CHANGES 1 EST $10,000 $10,000 q,2 1-05 ROADWAYSURVEYING 1 LS $�`(uub � $� A-3 1-07 15(1) SPCC PLAN 1 LS $�,- $ Sc'� -' A-4 1-09 7 MOBILIZATION 1 LS $`78om, $ cx�o. - A-5 2-01 CLEARING AND GRUBBING 1 LS $ ��.-� $� or» ' A-6 2-01 ROADSIDE CLEANUP 1 FA $ ��' $ �``'-° A-7 2-02 REMOVE CEMENT CONC 475 SY $ $ SIDEWALKAND CURB RAMP Z� 13 �� ' q-$ 2-02 REMOVE CEMENT CONC 800 LF $ $ CURB AND GUTTER 3 2�4� ^ q-g 2-02 REMOVE ASPHALT CONC 320 SY $ ��-. - $�� 4 � .� PAVEMENT i A-10 2-02 REMOVE CEMENT CONC 70 SY $�� _ $ 3, 2 .� _ PAVEMENT A-11 2'02 AND OBSTRUC IONCTURES 1 LS $ 5 �- � 5,00� " GRADING A-12 2-03 UNCLASSIFIED EXCAVATION 1860 CY $`� �-D $� �� �- AND GRADING INCL HAUL - � A-13 2-09 SHORING OR EXTRA 5,200 SF $� 00 $ 5 � 2 � _ EXCAVATION CLASS B ^ A-14 2-09 STRUCTURE EXCAVATION 350 CY $' b o $ 3 � ^ ' CLASS B SURFACING A-15 4-04 CRUSHED SURFACING TOP 370 TON $ $ Sg� � COURSE �`�"• ^ � C�ty of Bremerton ' SR303 Comdor- 11th St�eet at Warren Avenue 1-1 July 2012 Intersechon Improvements ' iTEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE PAVEMENTS A-16 5-04 HMA CL 1/2 IN PG 64-22 985 TON $ 9� -" $� 5�-yS ' A-17 5-04 PLANING BITUMIlVOUS 3,100 SY PAVEMENT $ � � $ l07 40� A-18 8-06 CEMENT CONC DRIVEWAY 64 SY ENTRANCE TYPE I � �� � � 3,�`1� ^ A-19 8-14 CEMENT CONC SIDEWALK 220 SY AND CURB RAMP ��2 � �, �40 ^ A-20 8-14 CURB RAMP DETECTABLE 96 SF $ $ WARNINGSURFACE ZS. ^ a,lo�8,� A-21 8-14 PERVIOUS CONC SIDEWALK 360 SY $(93 $'L� lv�0• ^ STORM SEWER A-22 7-04 SOLID WALL PVC STORM 88 LF $ $ SEWER PIPE 12 IN DIAM J�� 4�`� � A-23 7-04 SEWER PIPEN2 IN�D AM 205 LF $� ' $ j � s � _ A-24 7-04 TESTING STQRM SEWER 293 LF 60 PIPE � �° �I��. — A-25 7-04 CONNECTION TO EXISTING 1 EA STORM SEWER PIPE $ 3�Io . � � ��� � A-26 7-05 CATCH BASIN TYPE 1 4 a EA $(� J $ S�Z � A-27 7-05 CATCH BASIN TYPE 2 1 EA $_ e . $ � 48 IN DIAM Z S 70 Z��D, A-28 7-20 INFILTRATION GALLERY 1 LS $ I�S (o6b. $,� Cn �b A-29 7"2� VAURM WATER FILTER 1 EA $ 0 � - -� $� DDO � A-30 7-05 BASINVE EXISTING CATCH 7 EA $ Zc�� � $ �Q� �, A-31 7-08 PLUGGING EXISTING PIPE 6 EA $ 265 � $� Z� � A-32 7-05 ADJUST MANHOLE 18 EA $�� � $ 7S� Z� WATER LINES A-33 7-09 DUCTILE IRON PIPE FOR 112 LF $ $ WATER MAIN 8 IN �S � JD ��' A-34 7-12 GATE VALVE 8 IN 1 EA $ j)C/Q �' $ �(b ^ A-35 7-12 ADJUST VALVE BOX 5 EA $ 2 yd. � $) 2C�j � A-36 7-14 HYDRANTASSEMBLY 1 EA $ U2�0.� $ 4Z,��.'� C�ty of Bremerton SR303 Comdor— i 1 th Street at Warren Avenue I-2 JuJy 2012 ' fntersechon lmprovements ' � ' � , � � ' ' ' 1 � ' ' ' 1 ' 1 , ' ITEM SPEC ` UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE A-37 7-15 ABANDON WATER SERVICE 5 EA $ � ZI,S "� $(op'j.� '" A-38 7-15 RELOCATE WATER SERVICE 2 EA $�70 "" $ 9�D � A-39 7-15 ADJUST WATER METER BOX 3 EA $(� 7S �$ ZQZS .�` EROSION CONTROL AND PLANTING A-40 8-01 TEMPORARY EROSION AND 1 LS $ �$ � SEDIMENT CONTROL � S(�O I�6� - A-41 8-01 TESC PLAN 1 LS $�d0 ^ ���O � A-42 8-01 SEEDING, FERTILIZING, AND 1 ACRE $ „$ � MULCHING �f� ���� A-43 8-02 TOPSOIL TYPE A 400 CY $ 3 � $ 13 2D�v v A-44 8-02 PSIPE, ACER RUBRUM "RED 10 EA SUNSET"/RED MAPLE � ^ � � A-45 8-02 BARK MULCH 50 CY $�c.E '$ ZZ� � A-46 8-02 COMPOST MULCH 50 CY $ Zg '— $ p' A-47 8-03 IRRIGATION SYSTEM 5,000 SF $ 5, S � $'Z DO r TRAFFIC A-48 1-10 TRA CONT O RARY 1 LS $� S�.b $ SS��� � A-49 1-10 PORTABLE CHANGEABLE 2880 HOUR $ o $ � MESSAGE SIGN �• � 1 � 9 A-50 8-04 CEMENT CONC TRAFFIC 940 LF CURB AND GUTTER � �• � �Z� (QZD � A-51 8-04 CEMENT CONC 72 LF $ $ PEDESTRIAN CURB /7 �' � Zli/ A-52 8-09 RAISED PAVEMENT MARKER 5 HUND TYPE 1 $ �,3 � ���(�S� � A-53 8-09 RAISED PAVEMENT MARKER 5 HUND $ /! _$ �. TYPE 2 `��`7 2Z A-54 8-20 � TRAFFIC SIGNAL SYSTEM 1 LS $ $ AND ILLUMINATION SYSTEM AT WARREN/11 TH, ZFSZ 2�0 COMPLETE � Z� z Zo� A-55 8-21 PERMANENT SIGNING 1 LS $�, '— $�P 6a06, �' A-56 8-22 PLASTIC TRAFFIC ARROW 6 EA $ S'b $ JQ� � A-57 8-22 PLASTIC TRAFFIC LETTER 8 EA $�2 � $ S �� P � A-58 8-22 PLASTIC WIDE LINE 60 LF $ 2� $ I 2� � C�ty of Bremerton SR303 Comdor— 11th Streef at Wa►ren Avenue i-3 July 2012 Intersechon Improvements ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE A-59 8-22 PLASTIC STOP LINE 100 LF $ )�' $( �Q(� ,— A-60 8-22 � PAINT LINE 4,000 LF $. y� $ I ^ A-61 8-22 REMOVE PAVEMENT ' 1 LS $ ,_ $ �. MARKINGS COMPLETE �� g �� TOTAL SCHEDULE A: $ 4 `i $ 8�lo Z4 , BID ALTERNATIVE #1 - (WARREN AVENUE/11TH) lTEM SPEC _ UNIT TOTAL NO. SECTION DESCRIPTION , QTY. UNIT PRICE BID PRICE � PREPARATION BA-1 5-05 CEMENT CONC PAVEMENT 200 CY $ Stx� '— $ q� �, 4 C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue 1-4 � July 2012 lntersechon Improvements ' � � �� � C � 1 � , � u � ' ' ' ' SR303 CORRIDOR —11TH STREET AT WARREN AVENUE INTERSECTION IMPROVEMENTS SCHEDULE B—(WARREN AVENUE/'13TH STREET SIGNAL) ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE PREPARATION B-� 1-09 7 MOBILIZATION 1 LS $2(0 (oDb r$ � B-2 1-04 MINOR CHANGE 1 LS $20,000 $20,000 B-3 1-10 PROJECT TEMPORARY 1 $ $ TRAFF{C CONTROL � �`8�D � S� gS�•`� GRADING B-4 2-02 REMOVE ASPHALT CONC 65 $ $ PAVEMENT SY � '-' z$�� '� B-5 2-02 REMOVE CEMENT CONC 175 LF $ $ CURB AND GUTTER �� � o�� ^ B-6 2-02 REMOVE CEMENT CONC 305 SY $ t � �� $�� So SIDEWALK AND CURB RAMP B-7 2-02 REMOVE CEMENT CONC 1 LS $���, �, b � � RETAINING WALL PAVEMENTS B-9 5-04 HMA CL 1/2 IN PG 64-22 FOR 20 TON $ $ PAVEMENT RESTORATION � 2-2- �' z 4�� ^ B-10 6'02 WALLNT CONC RETAINING 30 SF $�� � � � ZE7� � EROSION CONTROL AND PLANTING 6-11 8-01 EROSIONNVATER 1 FA $ oa � bo POLLUTION CONTROL I • ( TRAFFIC 8-12 8-14 CEMENT CONC TRAFF�C 175 LF $ ao $ CURB AND GUTTER �� 3 3 B-13 7-15 ADJUST WATER METER BOX 2 EA $�4c�g �' $ S(,(o, '"' 8 8-14 CEMENT CONC 45 LF $�- � $, PEDESTRIAN CURB �?� - �L �O T B-15 8-14 CEMENT CONC SIDEWALK 285 SY $ - �- � � � - -- � AND CURB RAMP �dr-- `-t ,_ B-16 8'14 WARN N SURFA E TABLE 50 SF $ 3 ., $� �, � 8-18 8-20 TRAFFIC SIGNAL SYSTEM AT 1 LS $ 2f1 (��� $ 2�� ,� WARREN/13TH COMPLETE , I4d Gty of Bremerton ' SR303 Corndor —? 1 th Street at Warren Avenue I-5 July 2012 lntersecGon Improvements 1 ITEM SPEC � UNiT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE TRAFFiC CONTINUED B-19 8-22 REMOVE PAVEMENT 1 LS $ $ MARKINGS COMPLETE �30D � j�j 3� '' B-2� 8-22 PLASTIC WIDE LINE 40 LF $ 3� $ �2c� r' B-21 8-22 PLASTIC STOP LINE 70 LF $ ��"' $ QSo � 8-22 8-22 PLASTIC CROSSWALK LINE 500 SF $��" $ �/ �ao " B-23 8-22 PLASTIC TRAFFIC ARROW 1 EA $/,�b ,�' $/ SD '" B-24 8-22 PLASTIC TRAFFIC LETTER 4 EA $ 1 pj�f ,�' $ 73l0 �' 8-25 8-22 PAINT LINE 250 LF $ 3� � $ 6"]SO � TOTAL SCHEDULE B : $'�'1575 � $ ��Z 52j :� SUMMARY TOTAL SCHEDULE A: $ B� �$� 2q4, TOTA! BID ALTERNATIVE #1 :$ ��o ocaa -$ lcro �p, �— TOTAL SCHEDULE B: $3$Z 575 S° $ 38`I 525 GRAND TOTAL (SCHEDULES A, BID ALTERNATIVE #1, AND B): $ $ � ; END OF PROPOSAL FORM C�ty of 8remerton SR303 Comdor— 11 th Street at Warren Avenue I-6 July 2012 Intersecbon Improvemenfs � ' ' STATE OF UI�s� �,r���D,� ) , ) SS COUNTY OF �� ) � � 1 BID CERTIFICATE (if Corporation) I HEREBY CERTIFY that a meet�ng of the Board of Directors of the ,� � :�.� " a corporation existing under the laws of the State of `' , held on �- 6 , 20��, the following resolution duly passed and adopted � ' � ' � � ' (SEAL) � ' ' � "RESOLVED, that as President of this Corporation, be and is hereby authorized to execute the Bid dated .F-h , 20,�to the City of Bremerton by this Corporation and that his/her execution- thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the off�cial act and deed of this Corporation " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, i have hereunto set my hand and affixed the official seal of the corporation this � vf'L— , day ofi , 20� ecreta Ctty of Bremerton 11 ` and Warren Intersectron Improvements Aprtl 20/2 ' BID CERTIFICATE - I BID CERTIFICATE (�f Limited Liability Company) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Members of the i aLimited Liabdity Company existing under the laws of the State of , held on , 20 , the foilowing resolution was duly passed and adopted "RESOLVED, that = , and , as members of this Limited Liabdity Company, be and are hereby authorized to execute the Agreement dated , 20 to the City of Bremerton by this Limited Liability Company and that their execution thereof, shall be the official act and deed of this Limited Liabdity Company ° I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, i have hereunto set my hand this day of 20 A Limited Liabdity Company By Member By Member (SEAL) Crty of Bremerton , ! 1` and Warren Intersectron Improvements Apre12012 BID CERTIFICATE - 2 � i , ' ' , ' , � , , ' ' l_�' lJ � , � ' BID CERTIFICATE (if Partnership) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , as General Partner of the Partnership, be and is hereby authonzed to execute the Bid dated , 20 , to the City of Bremerton by this Partnership and that h�s/her execution thereof, attested by the General Partner shall be the official act and deed of this Partnership',' I further certify that said resolution is now m full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 � General Partner (SEAL) CIty of Bremerton BID CERTIFICATE - 3 I!`�' and Warren lntersectran Improvements Aprd 20/2 BID CERTIFICATE (if Joint Venture) STATE OF COUNTY OF ) ) SS ) i HEREBY CERTIFY that a meetmg of the Pnnapals of the � a Jomt venture existmg under the laws of the State of ' , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , as of the Joint Venture, be and is hereby authonzed to execute the Bid dated , 20 , to the City of Bremerton by this Jomt Venture and that his/her execut�on thereof, attested by the shall be the official act and deed of this Joint Venture " I further certify that said resolution is now m full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 Managing Partner , (SEAL) Crty of Bremerton 11`" and Warren Inlersectran Improvements Aprrl 2012 BID CERTIFICATE - 4 ' 1 INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information Additional sheets shail be attached as required ' Fadure to complete these items wdl cause the Bid to be non-responsive and may cause its re�ection in any event, no award wdl be made until all of the Bidder's General Information is delivered to the CITY ' (1) CONTRACTOR's name and address �\� 4`�S�c_r� `�".�c_. , ' , ��� L—�� � `� k. �u�-I ' , ��� �v c��� � z �� 3 c� — f ' (2) CONTRACTOR's telephone number �Cc�b � �' l • q �l ' CONTRACTOR's fax number ��z � � g1 � 9� � � (3) CONTRACTOR's license Primary classification �� �.�L�� �,��'� ' State License No and Expiration Date �(�� $S= �' �'S�' T-�� - �,j ' � � ' (4> ' ' ' (5) , Specialty classifications held, if any Name of L�censee, if different from (1) above Name, address, and telephone number of surety company and agent who wdl provide the required bonds on this contract � � � � �►� �%. �. � r r � Name and Position of person(s) who attended the pre-bid visit to the worksite(ifany) 1 Crty of Bremerton INFORMRTION REQUIRED OF B/DDER- 1 ll t1i and Warren Intersect�on Improvements Apr�! 2012 ' (6) ATTACH TO THIS BID a list of 3 pro�ects completed by the Contractor, that are simdar to the 11`� Street at Warren Avenue Intersection Improvements in nature, value and complexity of work The 3 pro�ects must have been completed under the bidder's name as the pnme (general) contractor within the last 5 years The list shail include the following mformation as a minimum o Names, address, and telephone number of owner o Name of pro�ect o Location of pro�ect o Bnef description of the work mvolved o Contract amount o Date of completion of contract o Name, address, and telephone number of architect or engineer o Name of owner's pro�ect engineer o List of Ma�or Equipment ` o Years in bus�ness under current name o Contracts now m hand, gross amount Crty of Bremerton , 11' and Warren lntersectron /mprovements Aprtl 2012 lNFORMATION REQUIRED OF B/DDER- 2 Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of pery'ury under the laws of the United States that the foliowing statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directiy or indirec�y, entered into any agreement, participated in any collusion, or oifierwise taken any acbon in restraint of free compet�bve biddmg in connecbon with the pro�ect for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. . ►•:. � :�-- = ��-�- To report ngging activit�es call 1-800-424-9071 The U.S. Department of Transportation (USDO'n operates the above toll-free "hotline" Monday through Friday, 8 00 a.m. to 5•00 p.m , eastern bme Anyone with knowledge of possible bid riggmg, bidder collusion, or other fraudulent activities should use the "hotiine" to report such activities The °hotline" is pa�t of USDOT's cont�nwng effort to identify and invesbgate highway construction contract fraud and abuse and is operated under the direcbon of the USDOT Inspector General All mformaUon will be treated confidentially and caller anonymity will be respected SR DOT Fortn 272-�361 EF 07/20t1 RV Associates, Inc. 1333 Lloyd Parkway Port Orchard, WA 98370 8/7/2012 Name of Pro ect / Locat�on Descri tion of Work Contract Amount General Contractor / Owner Contact Com leted Date Lake Flora Roundabout Kitsap Co Dept Public Works Jacques Dean Intersection Improvement, Port Orchard, WA 614 Droision Street Ph Scope Site Work Includmg Site Lighting, $701,149 00 Port Orchard, WA 98367 360 337 7053 �2���2011 Concrete, Widenmg SW Lake Flora Road Phase 1 Kitsap Co Dept Public Works Jacques Dean Port Orchard, WA Intersection Improvement, 614 Division Street Ph Scope Road Reconstruction Includina Site Lighting, $1,131,784 00 port Orchard, WA 98368 360 337 7054 9���2009 Concrete, Widemng Geneva Sidewalk Improvements Intersection Improvement, Kitsap Co Dept Public Works Jacques Dean Poulsbo, WA Includmg Site Lighting, $505,560 00 614 Division Street Ph 11/1/2009 Scope Road Construction, Strom Concrete, Widening Port Orchard, WA 98367 360 337 7054 List of Equipment - See attached list Years in business - 33 years Contracts now in hand, Gross Amount -$2,651,686.00 � ^ RV AS54CIATES,, INC_ EnQ,�UIFMENT MAIN LI S T 2 O 12 CO EQUIP # MAKE MODEL YEAR DESCRIPTION SERIAL NUMBER LIC # EXP 13-15 YD 4 AXLE RV TD 207 PETERBILT 378 2002 DUMP TRUCK 1 NPFLBEX52D573192 A88093K 7/20 13-15 YD 4 AXLE RV TD 208 PETERBILT 378 2002 DUMP TRUCK 1NPFLBEX72D573193 A88094K 7/20 13-15 YD 4 AXLE RV TD 209 PETERBILT 378 2002 DUMP TRUCK 1NPFLBEX92D573194 A88092K 7/20 RV TD 211 MACK RD688S 1994 12 YD DUMP TRUCK 1M2P270C8RMO20087 43785X 6/15 OFF ROAD DUMP RV TD 215 KENWORTH W923 1972 TRUCK 124565 N/A N/A OFF ROAD DUMP RV TD 216 KENWORTH W923 1972 TRUCK 124568 N/A N/A 5TH WHEEL RV TT 218 INTL F9300/34066 1990 TRACTOR 2HSFBX6T3LC041404 A70140E 4/23 • 5TH WHEEL KL TT 219 MACK CV 713 2007 TRACTOR 1M2AG10C87M055231 B48386A 6/30 2000 GAL WATER RV TW 220 MACK DM611 S 1969 TRUCK DM611 S2831 35153P 10/31 5TH WHEEL RV TT 222 MACK RD688S 1984 TRACTOR 1M2P141Y2EA002756 B63509P 8/17 10YD AUTOMATIC RV TD 224 INTL PAYSTAR 5000 1981 DUMP TRUCK 1HTD31150BGB13441 A32390F 10/13 10YD AUTOMATIC RV TD 225 INTL PAYSTAR 5000 1981 DUMP TRUCK 1 HTD31156BG613475 A32391 F 10/13 RV TD226 MACK RL686LST 1978 10 YD DUMP TRUCK RL686LST40349 A69560G 4/26 K TD 229 INTL FLEET STAR 1972 5 YD DUMP TRUCK 717951G499781 15106N 5/2 RV TS 230 ELGIN FORD 7000 1992 SWEEPER VAC 1FDXH70PONVA37178 A92379S 9/3 4000 GAL WATER RV TW 231 FORD LT8000 1997 TRUCK 1 FDZU82E2WA14233 B52105L 7/15 RV TW 232 FORD L9000 1989 2500 GAL WATER 1 FYS90W6KVA24573 652104L 7/15 TRUCK KL WW 29 OSW APSCWW24 2007 ALUMINUM SOAKER 1Z9WWW163294 N/A N/A WHEEL WASH 8/7/2012 Equipment Main List RV AS StJCIATES, _ � ;� _ EQ.=,ZTIPMENT MA � k F LIST 2012 QUIP # MAKE MODEL YEAR DESCRIPTION SERIAL NUMBER LIC # EXP BEALL 12-14 YD 3 AXLE � V RP 307 TRKWLD TSSCPT-3 2001 PUP TRAILER 1 BNIP15381 K012582 3501VS Go`r BEALL 12-14 YD 3 AXLE � RV RP 308 TRKWLD TSSCPT-3 2001 PUP TRAILER 16NIP15311K012584 3502VS �o` BEALL 12-14 YD 3 AXLE � RV RP 309 TRKWLD TSSCPT-3 2001 PUP TRAILER 1 BNIP15351 K012586 3503VS �a`� 12 YD DUMP � RV RP 311 TRKWLD PTEREA-3 1994 TRAILER 1 BN1 P1531 RK10181 B 3500VS �a`� R RE321 TRAILKING TKT12U-202 2006 6 TON TILT TRAILER 1TKUO20276M036048 9223SZ 5/25 �� RV RE 322 TRAILKING TK110HDG-503 1998 50T LOWBOY 1TKJ05031WM053778 3299VS �o 0 KL RE 323 TRAILKING TKT40LP-2800 2005 20T TILT TRAILER 1TKCO28235M030472 1543SC �o` SIDEDUMP TLR �� KL RS 324 SIDUMP'R SD-23-S3 2005 23 CY / 27 TN 1YPFS42316P001582 0603SL �o SDR325 0 K RS 325 SIDUMP'R SD-23-S3 2007 SIDEDUMP TLR 1YPFS42367P001837 6506TD �o`� 36' DEMOLITION � RV RD 351 WESTERN STR36 1997 TRAILER 1W9103623VW172772 8611LQ �o� FLATBED � RV RF 352 BROWN TRAILER 1972 40 FT FLATBED S725952 0348LG �o FLATBED �� RV RF 353 COMET TRAILER 1975 40 FT FLATBED 77516194 7640KY �o CUSTOM TOW BEHIND WATER RV RW 355 BUILT 3" MULTIQUIP TLR (2000 GAL) 301TA N/A N/A 8/7/2012 Equipment Main List , RV ASS�OCIATES, INC_ _ E QZJIP �� ENT' MAIN LI 5 T` 2 �,12, CO EQUIP # MAKE MODEL YEAR DESCRIPTION SERIAL NUMBER LIC # EXP KL EL 415 CAT 232B 2007 SKID STEER CAT0232BTSCH02203 N/A N/A LOADER KL EL 416 TEREX TH1056C 2003 10 OOOLB 4x4x4 TH1056C34951 N/A N/A TELESCOPIC FORKLIFT KL EX 417 HITACHI ZX330LC 2005 EXCAV W/ HYD QC HCM1 HH00035057 N/A N/A 48,30,72" BUCKETS KL EC 418 CAT CS-533E 2006 84"/11 5T VIB ASL01268 N/A N/A ROLLER RV EC 419 DYNAPAC CC 101 1993 2-1 /2" T VI B 61311112 N/A N/A ASPHALT ROLLER EXCV W/THUMB & 54" RV EX 420 DEERE JD330LC 1999 BUCKET FF0330X080431 N/A N/A 4 25 YD WHEEL RV EL 422 DEERE JD644H 1998 LOADER DW644HX569302 N/A N/A EXCAV W/THUMB RV EX 425 DEERE JD200LC 1998 Q C FF0200X500212 N/A N/A EXCAVATOR W/ K EX 431 DEERE JD200CLC 2005 THUMB Q T FF200CX506197 N/A N/A RV EM 435 LAYMR 8B 1989 DIESEL SWEEPER 8B2202982438 A42356X 6/13 RV ES 436 CAT 621-B 1981 SCRAPER 45P02976 N/A N/A RV ES 437 CAT 621-B 1981 SCRAPER 45P03036 N/A N/A 2 5 YD LOADER, RV EL 438 DEERE JD544 GTC 1994 FORKLIFT,SWEEPER DW544GD545872 N/A N/A DOZER W/ 6 WAY RV ED 439 DEERE JD650H ' 2000 BLADE T0650HX888405 N/A N/A RV EC 440 DYNAPAC CA362D 1999 84"/15T VIB ROLLER 72220407 N/A N/A KL EB 444 DEERE JD210LE 2006 SKIP LOADER T0210LE885361 N/A N/A VIB ASPHALT RV EC 445 DYNAPAC CC101 1990 ROLLER 61310072 N/A N/A DOZER W/ 6-WAY KL ED 446 DEERE JD450J LT 2005 BLADE T0450JX117854 N/A N/A EXCV W/ THUMB, RAKE, K EX 447 DEERE JD200CLC 20 so�� a2��,sa� BUCKET FF200CX504115 N/A N/A DOZER W/ RIPPERS K ED 448 DEERE JD650HLT 2003 & CLEARING RAKE T0650HX918732 N/A N/A MINI EXCAV W/THUMB RV EX 450 DEERE JD50D 2006 �2��,2a",as" BuCKETS FF050DX244864 N/A N/A RV ED 451 CAT D-8K 1976 DOZER W/RIPPER 77V7074 N/A N/A RV ED 452 CAT D-8K 1980 DOZER WNVINCH 77V15757 N/A N/A 8/7/2012 Eqwpment Mam List ., . , RV ASSO�CIAT°ES, INC_ ' EQLTIP�ME � �T � � �A � x � LIST 20�12, CO EQUIP # MAKE MODEL YEAR DESCRIPTION SERIAL NUMBER LIC # EXP • 84"/11 TON VIB K EC 454 SAKAI SV91 D 1995 ROLLER 30496 N/A N/A 4X4 EXTENDAHOE W/ KL EB 455 DEERE JD310SG 2006 H P+ FORK HOOKS T0310SG957619 N/A N/A VI BRATOR RV EC 457 SAKAI SV70D 1987 COMPACTOR 30104 N/A N/A 4X4 EXTENDAHOE K EB 462 DEERE JD310SG 2005 W/ HP - FH T0310SG949642 N/A N/A EXTENDA-HOE wi 3s" K EB 463 DEERE JD310SG 2006 BUCKET - HP - FH T0310SG958965 N/A N/A RV ES 464 CAT 621 B 1981 SCRAPER 45P02932 N/A N/A RV ED 465 CAT D-7E 1965 BULLDOZER 48A5596 N/A N/A 4 5 YD WHEEL KL EL 467 DEERE JD644J 2007 LOADER DW644JZ616536 N/A N/A K ED 470 CAT D-8K 1978 DOZER W/ WINCH 77V10503 N/A N/A RV ED 472 CAT D-8K 1975 DOZER W/ RIPPER 77V2711 N/A N/A EXCAV W/THUMB RV EX 473 DEERE JD135C-RTS 2004 30", 60" BUCKETS FF135CX300152 N/A N/A RV EG 474 DEERE JD6706 1991 GRADER 531851 N/A N/A EXCAV W/THUMB & RV EX 475 DEERE JD160D LC 2008 Q T FF160DX050062 N/A N/A 3 YD WHEEL RV EL 476 DEERE JD624E 1991 LOADER 530668 N/A N/A RV EM 477 ROSCO R638 1993 SWEEPER 32730 N/A N/A KL EB 479 DEERE JD310SG 2005 4X4 EXTENDAHOE T0310SG951416 N/A N/A W/ HP RV ES 480 CAT 615C 1990 ELEVATING 5TF00340 N/A N/A SCRAPER RV ES 481 CAT 621 B 1976 SCRAPER 45P01327 N/A N/A KL EG 482 DEERE JD6726 1987 MOTO GRADER DW6726X515236 N/A N/A KL EB 483 DEERE JD310SG 2007 4x4 EXTEFHAHOE W/ T0310SG957217 N/A N/A KL ED 484 DEERE JD750JLT 2007 DOZER W/ 6 WAY T0750JX139077 N/A N/A BLADE & RIPPERS 8/7/2012 Equipment Main List Local Agency Name Local Agency Address Local Agency Subcontractor List Prepared in comptiance wrth RCW 39 30 060 as amended To Be Submitted with the Bid Proposal Pro�ect Name �` QSSc�t-��-� � ►S� • Failure to list subcontractors who are proposed to pe�form the work of HVAC (heating, ventilation and air conditioning), plumbing, as described in Chapter 18.106 RCW, and electricai as descrlbed in Chapter 19.28 RCW, or naming more than one subcontractor to perfortn the same work will resuit in your bid being non- responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heat�ng, ventdat�on and air condit�oning, plumbing, as descnbed m chapter 18 106 RCW and electncal as descnbed in chapter 19 28 RCW must be listed below The work to be performed is to be listed below the subcontractor(s) name. The reqwrement to name the prime contract bidder's proposed HVAC, plumbmg and electrtcal subcontractors applies only to proposed HVAC, plumbmg, and elect�ical subcontractors who Hnll contract directly Hnth the pnme contract bidder submittmg the bid to the public entity If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work Subcontractor Name �'a��' C�\EC�,r�G Work to be Performed `�O 1�►-�t A-- S� cA.�d 1��16 Subcontractor Name Work to be Pertormed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be PerFormed Bidder's are not�fied that in the opmion of the enforcement agency PVC or metal conduit, �unction boxes, etc, are considered electricai equipment and must be �nstalled by a I�censed electrical conVactor, even if the installat�on is for future use and no winng or electric current �s connected dunng the projec� A licensed electncal contractor must be tisted to pertorm the work. SR DOT Fortn 271-015A EF 07/2011 Local Agency Disadvantaged Business Enterprise Utilization Certification To be eligible for award of this contract the bidder must fitt out and submit, as pa�t of its bid proposal, the foliowing Disadvantaged Business Enterpnse UGl�zation Certification relaUng to Disadvantaged Business Enterpnse (DBE) requirements The Contracting qgency shall consider as non-responsive and shall reject any bid proposal that does not conta�n a DBE Cert�fiption which properiy demonstrates that the bidder wdl meet the DBE participaUon reqwrements in one of the manners provided for in the proposed contrac�t. The Bidder must submit good faith effort documentation onlv In the event the bidder's effo�ts ta soliGt sufficient DBE parGc�pation has been unsuccessful The successful bidder's Disadvantage Business Enterpnse Utd�zation CertificaUon shatl be deemed a part of the resulting contract Information on certified fiRns is available from OMWBE, telephone 360-6649750 orToll Free 1-866-20&1064 �� �}s�� a`�gs ��.�L . certfies that the Disadvantaged Business Enterpnse (DBE) ( ox 1) Name otBidder Firms listed below have been wntacted regardmg partic�pa6on on this pro�ect. If this bidder is successful on this pro�ect and is awarded the contract, �t shail assure that subcontracts or supply agreements are executed uvith those firms where an "Amount to be Appiied Towards Goai" is listed (if necessary, use additional sheek) Column 1 Column 2 * Column 3 Column 4 ** Project Role Amount to Name of DBE �Pdme, Jolnt Venture, Description of Work be Appiied Certiflcate Number subconcraccor, Manufacturer, Regular Towards Goal Dealer� � L� - CY' ��'rl � '$� o � �5 P h 44� � D� so i l� S�'� � 38, ocz�, " 2 3 4 5 6 7 8 9 10 uisadvantaged Business Enterpnse Subcontracdng Goal 1 D`/b DBE'fotal $ (, 3g OE�b, °� *� Box 2 Box 3 '` Regular Dealer status must be approved pnor to bid submfltal by the Office of Equal Opportunity, Wash State Dept of Transportation, on each contrac.t. "' See the section "Creditmg DBE Participabon Toward Meeting the Goal" in the Contrad Document '�" The Contracting Agency wdl udi�ze th�s amount to detertnine whether or not tl�e bldder has met the goal In the event ot an aHthmetic drfFerence between this total and the sum ot the individual amcunts listed above, fhen the sum of the amounts Ilsted shap prevaq and ihe total w�t be rewsed accardingly ParUcipabon in excess of lhe goal amount w01 be cons�dered voluntary or race-neutral participatlon SR DOT Fam 272-056A EF o�no�� AUG-7-2012 07.25 FROM BC TRAFFIC LLC 3608958866 T0.8769760 P 1�1 Local Agency Disadvantaged Business Enterpri�e (DBE) Written Confirmation Document As an euthorized repreeentadve ot the Diasdvsn0�ged 8usmess Enterpnse (D8E), I confirm th�t vu� h�ve been contected by the ret�rencad bldder with re�ard to tha ref�renoed project and K the bfdder is awerded the coMract we will enter into an agreement vv(th !he blddar to p�rticipete m the pro�e�t consiatent with the informaUon provlded In the b(dd�r� Utdl2alloa�,�� Contrad TNb; s 303 �l��F ��oR , 1 �� � ,�v„�A ��n� �/� t��vEn�e�'t' � ��.� Bldd�rs 81l�Ine6� Nam9: � U �j 0 Lit fT [!n i.�.� � D0E's Budlne�s Nema: �t„ �(�}�� e oeE�. ra.: O�Ir M �C-� �t.: D D Tha ent�ios muet be conalaten! w�h wh�t le ahown on ihe bidder's Olsadvsntaeed Business �nferpriss Utqization Certiflcetla�. Failure to do so arlll rosult in bid re�aclion. 3ee conhact provision; Dlsevan�ag�d 9us/neas Enteqodae CondlNon olAward Perdclpetlon Oescrfption af Work: ��q�,G ��p�, �� L�-�, s Amount to bo Applied 7wvards Goal: � 3 �. O�.� i� � 9R OOT �� Ot��tAlr Pro�ndsd Eo 6ulldmre Exch�nge of WA, Inc For usoge Condldons Agresmsnt ees www bxwa cwn - Always Va�y Scalo ` � ' � � � � . Contract Documents For SR303 Corridor -11th Street at Warren Avenue ' Intersection Improvements City of Bremerton Pro�ect No 1065 ■J � ' ' � ' ' ' . ' ; ,` i Sl�.�,�a„ Bid Openina: August 7, 2012 @ 11A M City Clerk's O�ce, City Hall 345 Sixth Street, Swte 600 Bremerton, WA 98337-1873 Contact Person: Gunnar Fridr�ksson PLS, PE Public Works & Utdities Engmeermg Division 3027 Olympus Drive Bremerton, WA 98310 Tel (360) 473-2354 FAX (360) 473-5398 � � i _ `� � � I INDEX F, � Part I ' Index Engineer's Certificate ' PART 11 � Bidding Reguirements Contract Forms I PART III Amendment to the Standard Specifications ' Special Provisions ' Appendix A — Wage Rates Appendix B — Contract Drawings Append�x C— City of Bremerton and WSDOT Standard Drawings ' , ' � , , � � ' City of BremeRon 1 SR303 Corndor— 11th Street at Wanen Avenue � ` Intersechon Improvements �� ' Juty 2012 INDEX i' ' � ' , ' � � , ' ' , �_J � 1 ' ' , CERTIFlCATE OF ENGIPIE�R The techrncal matenal and data contained m these Specifications for the SR 303 Corndor - 11th St at Warren Ave Intersection Improvements pro�ect were prepared under the superv�sion and direct�on of the undersigned, whose seai, as a professional engmeer licensed to pracfice as such, is affixed below Prepared by Greg G Hannan, P E Pro�ect Engmeer, Parametnx 7�g��� Prepared by Ro rt P Franklm, P E Pro�ect Engineer, Parametr�x nended'by Gunn�r Fridnkssan, P L S, P E Pro�ecf Manager, C(ty of Bremerton Approved by Thomas Knuckey, P City Engmeer, City of Bremerton Pubhc Works and Utibties City of eremerton SR303 Comdor— J t th Street at Werren Avenue IntersacHon lmpvovemanfs [� Juty 2Q12 Certlflcate of Englneer � ' � L�l , PART II ' BIDDING REQUIREMENTS AND CONTRACT FORMS �i ' ' ' ' 1 ' ' ' ' ' ' Crry of Bremerton , ] 1` arrd FYarren Intersectton Improvements Aprel 2012 , ' ' ' C J 1 ' lJ ' ' ' 1 ' ' NOTICE INVITING BIDS for ll and Warren Intersection Improvements RECEIPT OF BIDS Sealed B�ds w�ll be received at the office of the C�ty Clerk of the City of Bremerton, located at 345 6` Street, Bremerton, Wash�ngton 98337 unt�l 10 00 A M PST as shown on the wall clock �nside the Crty Clerk's office on August 7, 2012, for the pro�ect ll Street at Warren Avenue Intersection Improvements. Bids received after the spec�fied t�me and date will not be considered OPENING OF BIDS The b�ds will be publ�cly opened and read after l0 00 AM on August 7, 2012, in the office of the C�ty Clerk at 345 6�' Street, Bremerton, Wash�ngton 98337 COMPLETION OF WORK The WORK must be completed w�thin n�nety (90) working days after the commencement date stated �n the Not�ce to Proceed DESCRIPTION OF WORK: The WORK to be completed under this Contract generally consists of construction at and between llth and 13th Streets on Warren Avenue and includes, but is not limited to, demolition and reconstruction/extension of the roadway right turn lane with cement concrete pavement; hot mia� asphalt, cement concrete sidewalks, curbs, and gutters; landscaping complete with irrigallon; installallon of a new streetlight system and traffic signal system including service cabinets, electrical lines, and junction boxes; installation of storm sewer, water system modifications, and traffic control. PREVIEWING CONTRACT DOCUMENTS Contract Documents may be prev�ewed on pr�nter ARC (formerly known as Reprograph�cs Northwest) webs�te (www e-arc com) Go to http //www e-arc com/locatlons/219, cl�ck on the `Public Planroom' tab and scroll down to find the pro�ect PURCHASING CONTRACT DOCUMENTS The Contract Documents may be ordered from ARC Payment �s typ�cally cost of reproduct�on (non-refundable) Contact B�d Serv�ces at ARC in Tacoma, WA 1(800) 337-8103, FAX (253) 272-4064, E-ma�l tacoma bidserv�cesne- arc com ' PROPOSALS All b�d proposals must be made on the blank forms furnished �n the Contract Documents Sealed envelopes conta�n�ng b�ds shall be ent�tled ll Street at Warren Avenue Intersection Improvements ' C� � , BID SECURITY Each bid proposal shall be accompanied by a b�d proposal depos�t �n cash, certified check, cashier's check, or surety bond �n an amount equal to five percent (5%) of the amount of such b�d proposal The fa�lure to furnish a bid depos�t of a minimum of 5 percent shall make the b�d nonrespons�ve and shall cause the b�d to be re�ected by the Contractmg Agency PERFORMANCE BOND The successful bidder will also be requ�red to provide a Performance Bond for 100 percent of the Contract Pr�ce Should the successful b�dder fail to enter �nto such 1 contract and furn�sh sat�sfactory performance bond w�thm the t�me stated in the spec�fications, the b�d proposal depos�t shall be forfe�ted to the City of Bremerton PROJECT COMMUNICATION All commun�cat�ons related to the proJect shall be d�rected to the City pnor to opening of B�ds Commun�cat�on b�phone/fax Gunnar Fridr�ksson Telephone (360) 473-2354 Facs�mile (360) 473-5398 Commun�cat�on bv ma�l Department of Publ�c Works and Ut�l�ties Eng�neermg Divis�on 3027 Olympus Dr�ve Bremerton, WA 98310 ATTN Gunnar Fr�dr�ksson CITY'S RIGHTS RESERVED The C�ty of Bremerton reserves the r�ght to re�ect any and all b�ds on any or all schedules or alternates or to wa�ve any �nformalrt�es �n the bidd�ng and shall determine wh�ch bid or b�dders �s the most sahsfactory and responsible b�dder and shall be the sole�udge thereof No plea of m�stake in the b�d shall be ava�lable to the bidder for the recovery of h�s/her depos�t or as a defense to any act�on based upon the neglect or refusal to execute a contract The City of Bremerton in accordance with 'Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 iJ.S.C. 2000d to 2000d-4 and Title 49, Code of Federal 12egulations, I)epartment of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimanation in federally assisted programs of the I)epartment of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. - END OF NOTICE INVITING BIDS - ' , BID BOND ' , � KNOW ALL MEN BY THESE PRESENTS, That as Pnncipal, and as Surety, are held and firmly bound unto City of Bremerton, heremafter called "CITY," m the sum of dollars, (not less than 5 percent of the Total Bid Price) for the payment of which sum, well and truly to be made, we �ointly and severally bind ourselves, our heirs, executors, admirnstrators, successors, and assigns firmly by these presents WHEREAS, said Principai has submitted a Bid to said CITY to perform the WORK required under ' the bidding schedule(s) of the CITY's Contract Documents entitled 11 Street at Warren Avenue Intersection Improvements, now, therefore, � If the Principal is awarded the Bid and, within 10 caiendar days after receipt of the Contract Document forms from the CITY, fa�is to provide the CITY with the duly executed Agreement, the duly executed Certificates of Insurance, the duly executed PerFormance Bond and the duly 1 executed Payment Bond, all as specfied m the Contract Documents, then the Surety shall, vinthout condition and within 5 calendar days from written demand from the CITY, pay to the CITY in U S funds, by certified or cashiers check, the fuli amount of this Bid Bond This Bond shall be ' �rrevocable for 60 days after the bid openmg, as defined in the Contract Documents The Surety ' stipulates and agrees that the obligation of said Surety shall in no way be impa�red or affected by an extension of the time within which the CITY may accept such bid and Surety further waives � notice of any such extension In the event suit is brought upon this bond by said CITY and CITY prevails, said Prmcipal and Surety shall pay ail costs mcurred by said CITY in such suit, including reasonable attorney's fees and costs to be fixed by the court ' EALED this day of � SIGNED AND S , � ' sy 1 1 ' , (Prmcipal) (Signature) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent Address for Service of Process (must be a physical address) ' Cety of Bremerton ' BID BOND-3 (SEAL) (SEAL) (Surety)` C-�l (Signature) 11 ` and Warren Intersecnon Improvemenrs 7/13/2012 9 32 AM � i �I , � � ' � i ' � ' ' NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF ) ) ss COUNTY OF ) , bemg �rst duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made m the mterest of, or on behalf of, any undisclosed person, partnership, company, association, orgarnzation, or corporation, that the bid is genuine and not coilusive or sham, that the bidder has not directly or indirectly mduced or soliated any other bidder to put in a faise or sham bid, and has not directly or mdirectly colluded, conspired, conrnved, or agreed with any bidder or anyone eise to put in a sham bid, or that anyone shall refrain from bidding, that the bidder has not in any manner, directly or mdirectly, sought by agreement, commurncation, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid pnce, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone mterested m the proposed contract, that all statements contained m the bid are true, and further, that the bidder has not, directly or mdirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or d�vulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, orgarnzation, bid depository, or to any member or agent thereof to effectuate a coliusive or sha i bid Subscnbed and sworn to before me Signed this day of , 20_ Notary Public in and for the County of State of ' ' (SEAL) ' ' ' Crty of Bremertox ' ll' and Warren Intersectron lmprovements Aprrl 1012 NONCOLLC/SION-1 ll ' i 1 ' CERTIFICATION REGARDING DEBARMENT AND SUSPENSION I certify that neither (Company) nor its "principals" [as defined at 49 CFR, Part 29 105(p)] are presently debarred, suspended, proposed for debarr�ent, declared ineligible, or voluntardy excluded from participation in this transaction by any Federal department or agency By submitting this certification, the Contractor agrees that, should the proposed covered ' transactian be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared inel�gible, or voluntardy exciuded from participation in the covered transact�on, unless authorized m writing by ' the City of Bremerton The Contractor further agrees by submitting this certification that it will mclude this certification, without material modification, in all lower tier covered transactions and �n all solicitations for lower tier covered transactions ' , � ' � � '� ' � � If the Contractor is unable to certify to the statements in this certification, such Contractor shall attach an explanation to this bid/proposal THE CONTRACTOR CERTIFIES OR AFFIRMS THE TRUTHFULNESS AND ACCURACY OF THE CONTENTS OF THE STATEMENTS SUBMITTED ON OR WITH THIS CERTIFICATION AND UNDERSTANDS THAT THE PROVISIONS OF 31 U S C #3801 ET SEQ ARE APPLICABLE THERETO Signature Prmted Name and Title Company Name Date Signed ' Crty of Bremerton I1 ` and Warren Intersect�on Improvements Aprrl 2012 DEBARMENT & SUSPENSION-1 � 1 ' BIDDER'S SUBCONTRACTOR CONTACT REPOFZT ' Please list below all mmority and other subcontractors contacted to bid on subcontract work on this pro�ect Indicate with an asterisk (*) those firms that are at least 51% or more minority owned (This fisting does not in any way obligate you to contract with any firm on this listing) � ' ' C , � ' � ' � ' ' ' Name Address City/State Telephone Number Type of Work Bid In Results _ _ Name Address City/State Telephone Number Type of Work Bid In Results Name Address City/State Telephone Number Type of Work Bid !n Results Name of Bidder Name Address City/State Telephone Number Type of Work Bid In Resuits Name Address City/State Telephone Number Type of Work Bid in Results Name Address City/State Telephone Number Type of Work Bid In Results Name of Prmciple Responsible for Making Contact ' ' Crty of Bremertan ' SUBCONTRACTOR CONTACT LIST -1 s Date 11' and Warren Intersechon Improvements Aprtl 2012 1 � ' � � 11 ' ' LIST OF SUBCONTRACTORS The Bidder shall list below the name and the location of the place of business of each Subcontractor who wdl pertorm work or tabor or render service to the CONTRACTOR rn or about the construction of the work or improvement, or a Subcontractor who, under subcontract to the CONTRACTOR, specially fabricates and installs a portion of the work or improvement accordmg to detaded drawings contamed in the plans and specifications, m an amount in excess of 10 percent of the CONTRACTOR'S total bid The Bidder shall also list below the portion of the WORK which shall be perFormed by each Subcontractor under its contract The CONTRACTOR shall list only one Subcontractor for each po�tion of the WORK as is defined by the CONTRACTOR in its bid if no Subcontractor is listed the bidder acknowledges that it does not intend to use any subcontractor whose work on the CONTRACT will exceed 10 percent of the bid pnce The Bidder's attention is directed to the provisions of Section 1-08 1 of the Standard Specifications which may be modified by the Special Provisions which stipulates the percent of the WORK to be performed with the Bidder's own forces Fadure to comply with this requirement �nnll render the Bid non-responsive and may cause its re�ection ' Work to be Performed , 1 , 2 ' ' 3 � 4 ' , 5 ' Subcontr Percent License Dollar of Total Number Amount Bid , Note Attach additional sheets if required ' Crry of Bremerton ' LIST OF SUBCONTRACTORS -! Subcontractor's NameJAddress 1/��' and Wasren lntersectron lmprovements Aprrl 2012 ' ' ' ' �I , ' ' ' CERTIFICATION OF NON-SEGREGATED FACILITIES The bidder certifies that he does not maintain or provide for his empioyees any segregated facilities at any of his establishments, and that he does not permit his employees to perForm their senr�ces at any location, under his control, where segregated facilities are maintained The bidder certifies further that he wdl not maintam or provide for his employees any segregated facdities at any of his establishments, and that he will not permit his employees to perform their services at any location under his control where segregated facdities are maintained The bidder agrees that a breach of this certification will be a violation of the equal opportunity clause m any contract resulting from acceptance of this bid As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinkmg fountains, recreation or entertainment areas, transportation, and housing facdities provided for employees which are segregated by explicit directfve or are m fact segregated on the basis of race, color, religion, or national ongin, because of habit, local custom, or otherwise The bidder agrees that (except where he has obtained identical cert�fication from proposed subcontractors for speci�c time periods) he will obtain identical certificat�ons from proposed subcontractors prior to the award of subcontracts exceedmg $10,000 which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certification in his files ' Note The penalty for making false statements in offers is prescribed �n 18 U S C S1001 t ' ' ' � , ' ' ' Date , 20, (Name of Bidder) � Title Official Address (Street or P O Box) (C�ty, State, Zip) �Must be included without alteration Crty of Bremerton ! 1 `�' and Warren In[ersectron /mprovements .4prrl 2012 CERTlFICATION OF NONSEGREGATED FACILITIES -1 ' � ' ' ' , � ' ' ' ' � , ' ' � ' , , CONTRACTOR'S REGISTRATION Name Add ress Employer's identification number (employer Soc Sec #) (not your personal Social Security number) Employment Security Department number Washington industrial Insurance number Washington State Excise Tax Registration number Washington State Contractor's Registration number/expiration date Gty of Bremerton Business License number { Crty of Bremerton CONTRACTOR REGISTRATION -1 11'�' and Warre» Intersecteon /mprovements Aprt12012 u ' ' � I � ' � BID PROPOSAL SR303 Corridor —11th Street at Warren Avenue intersection Improvements Project #7064 BID TO City of Bremerton (Washington) Department of Public Works and Utilities The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter mto an Agreement with the CITY in the form included in the Contract Documents to perform the WORK as specified or mdicated in said Contract Documents entitled 11th St. at Warren Ave. Intersection Improvements 2 Bidder accepts all of the terms and conditions of the Contract Documents, includmg without limitation those in the Notice Invitmg Bids and Instructions to Bidders, dealing with the disposition of the Bid security 3 This Bid will remain open for the period stated m the "Notice Inviting Bids" unless otherwise , required by law Bidder wdl enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and will furnish the insurance certificates, Payment Bond, and PerFormance Bond required by the Contract Documents ' ' ' ' � , , '�I , � ' � , 4 Bidde� has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged) Number Date Fadure to acknowledge all addenda shall render the bid non-respons�ve and shall be cause for its re�ection 5 Bidder has famd�arized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordmances, rules, and regulations), and the conditions affecting cost, progress or perFormance of the WORK and has made such independent investigations as Bidder deems necessary To all the foregoirrg, and mcluding all Proposal Forms contained in this B�d, said Bidder further agrees to compiete the WORK required under the Contract Documents withm the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Proposal Forms NOTE Prices for all items, all extensions and total amount of bid must be shown m the Proposal Forms Show prices in figures Dated City of Bremerton SR303 Comdor— 11th Street at Warren Avenue Intersecbon Improvements Bidder By Title /-3 (Signature) July 2012 B►d Proposal ' � � ' ' , ' 1 —'------ ' � � , ' ' � � ' PROPOSALFORM SR303 CORRIDOR -11TH STREET AT WARREN AVENIDE INTERSECTION IMPROVEMENTS SCHEDULE A- (WARREN AVENUE/11TH) ITEM SPEC UNIT TOTAL NO. SECTiON DESCRIPTION QTY. UNIT PRICE BID PRICE PREPARATION J A-1 1-04 MINOR CHANGES 1 EST $10,000 $10,000 q,2 1-05 ROADWAY SURVEYING 1 LS $ $ A-3 1-07 15(1) SPCC PLAN 1 LS $ $ A-4 1-09 7 MOBILIZATION 1 LS $ $ A-5 2-01 CLEARING AtVD GRUBBING 1 LS $ $ A-6 2-01 ROADSIDE CLEANUP 1 FA $ $ A_7 2-02 __ REMOVE CEMENT CONC 475 SY $______ _$ SIDEWALKAND CURB RAMP q-$ 2-02 REMOVE CEMENT CONC 800 LF $ $ CURB AND GUTTER q-g 2-02 REMOVE ASPHALT CONC 320 SY $ $ PAVEMENT A-10 2-02 REMOVE CEMENT CONC 70 SY $ $ PAVEMENT A-11 2-02 REMOVAL OF STRUCTURES 1 LS $ $ AND OBSTRUCTION GRADING A-12 2-03 UNCLASSIFIED EXCAVATION 1860 CY $ $ AND GRADtNG INCL HAUL A-13 2-09 SHORING OR EXTRA 5,200 SF $ $ EXCAVATION CLASS B A-14 2-09 STRUCTURE EXCAVATION 350 CY $ $ CLASS B SURFACING A-15 4-04 CRUSHED SURFACING TOP 370 TON $ $ COURSE City of eremerton ' SR303 Comdor— 11th Street at Wa�ren Avenue 1-1 July 2012 lntersect�on Improvements ' ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE PAVEMENTS A-16 5-04 HMA CL 1/2 IN PG 64-22 985 TON $ $ A-17 5-04 PLANIIVG BITUMINOUS 3,100 SY $ $ PAVEMENT A 8-06 CEMENT CONC DRIVEWAY 64 SY $ $ ENTRANCE TYPE I A-19 8-14 CEMENT CONC SIDEWALK 220 SY $ $ AfdD CURB RAMP A-20 8-14 CURB RAMP DETECTABLE 96 SF $ $ WARNING SURFACE A-21 8-14 PERVIOUS CONC SIDEWALK 360 SY $ $ STORM SEWER A-22 7-04 SOLID WALL PVC STORM 88 LF $ � SEWER PIPE 12 IN DIAM A-23 7-04 DUCTiLE IRON STORM 205 LF $ $ SEWER PIPE 12 IN DIAM A-24 7-04 TESTING STORM SEWER 293 LF $ $ PiPE A-25 7-04 CONNECTION TO EXISTING 1 EA $ $ STORM SEWER PIPE A-26 7-05 CATCH BASIN TYPE 1 4 EA $ $ A-27 7-05 CATCH BASIN TYPE 2 1 EA $ $ 481N DIAM A-28 7-20 INFILTRATION GALLERY 1 LS $ $ A-29 7-21 STORM WATER FILTER 1 EA $ $ VAULT A-30 7-05 REMOVE EXISTING CATCH 7 EA $ $ BASI N A-31 7-08 PLUGGING EXISTING PIPE 6 EA $ $ A-32 7-05 ADJUST MANHOLE 18 EA $ $ WATER LINES A-33 7-09 DUCTILE IRON PIPE FOR 112 LF $ $ WATER MAIN 8 IN A-34 7-12 GATE VALVE 8 IN 1 EA $ � A-35 7-12 ADJUST VALVE BOX 5 EA $ � A-36 7-14 HYDRANT ASSEMBLY 1 EA $ $ Gry of eremerton SR303 Comdor— 11th Street at Warren Avenue Intersectron lmprovements 16; �ury 20�2 , � � � � ' , � � i , � ' ' ' � � ' � 1 ' ITEM SPEC UNIT TOTAL NO. SECTiON DESCRIPTION QTY. UNIT PRICE BID PRICE A-37 7-15 ABANDON WATER SERVICE 5 EA $ $ A-38 7-15 RELOCATE WATER SERVICE 2 EA $ $ A-39 7-15 ADJUST WATER METER BOX 3 EA $ $ EROSION CONTROL AND PLANTING A-40 8-01 TEMPORARY EROSION AND 4 LS $ $ SEDIMENT CONTROL A-41 8-01 TESC PLAN 1 LS $ $ A-42 8-01 SEEDING, FERTILIZING, AND 1 ACRE $ $ MULCHING A-43 8-02 TOPSOIL TYPE A 400 CY $ $ A-44 8-02 PSIPE, ACER RUBRUM "RED 10 EA $ $ SUNSET"/RED MAPLE A-45 8-02 BARK MULCH 50 CY $ $ A-46 8-02 COMPOST MULCH 50 CY $ $ A-47 8-03 IRRIGATION SYSTEM 5,000 SF $ $ � TRAFFIC A-48 1-10 PROJECT TEMPORARY 1 LS $ $ TRAFFIC CONTROL A 1-10 PORTABLE CHANGEABLE 2880 HOUR $ $ MESSAGE SIGN A-50 8-04 CEMENT CONC 7RAFFIC 940 LF $ $ CURB AND GUTTER A-51 8-04 CEMENT CONC 72 LF $ $ PEDESTRIAN CURB A-52 8-09 RAISED PAVEMENT MARKER 5 HUND $ $ TYPE 'I A-53 8-09 RAISED PAVEMENT MARKER 5 HUND $ $ TYPE 2 A-54 8-20 TRAFFIC SIGNAL SYSTEM 'i LS $ $ AND ILLUMINATION SYSTEM AT WARREN/11 TH, COMPLETE A-55 8-21 PERMANENT SIGNING 1 LS $ $ A-56 8-22 PLASTIC TRAFFIC ARROW 6 EA $ $ A-57 8-22 PLASTIC TRAFFIC LETTER 8 EA $ $ A-58 8-22 PLASTIC WIDE LINE 60 LF $ $ C�ry of Br�merton SR303 Comdor — 11 th Street at Warren Avenue 1-3 July 2012 lntersecdon Improvements >, ITEM SPEC UN1T ,� TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE= BID PRICE A-59 8-22 PLASTIC STOP LINE 100 LF $ �$ A-60 8-22 PAINT LINE 4,000 LF $ `$ A-61 8-22 REMOVE PAVEMENT 1 LS $ $ MARKINGS COMPLETE TOTAL SCHEDULE A): $ $ BID ALTERNATIVE #1 - (WARREN AVENUEl11TH) , ITEM SPEC UNIT i TOTAL NO. SECTION DESCRIPTION , QTY. UNIT 'PRICE BID PR10E PREPARATION ' BA-1 5-05 CEMENT CONC PAVEMENT 200 CY $ '$ , Ciry of Bremerton SR303 Comdor— 91th Street at Wairen Avenue I-4 lntersect�on lmprovements x ' July 2012 ' ' ' , ' � ' ' � 1 ' 1 ' � � L_J ' SR303 CORRIDOR -11TH STREET AT WARREN AVENUE INTERSECTION IMPROVEMENTS SCHEDULE B-(WARREN AVENUE/13TH STREET SIGNAL) ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE PREPARATION B-1 1-09 7 MOBILIZATION 1 LS $ � B-2 1-04 MINOR CHANGE 1 LS $20,000 $20,000 B-3 1-10 PROJECT TEMPORARY � LS � $ TRAFFIC CONTROL GRADING B-4 2-02 REMOVE ASPHALT CONC 65 SY � $ PAVEMENT B-5 2-02 REMOVE CEMENT CONC 175 LF $ � CURB AND GUTTER B-6 2-02 REMOVE CEMENT CONC 305 SY $ $ SIDEWALK AND CURB RAMP B-7 2-02 REMOVE CEMENT CONC 1 LS $ � RETAINING WALL PAVEMENTS B-9 5-04 HMA CL 1/2 IN PG 64-22 FOR 20 TON $ $ PAVEMENT RESTORATION B-10 6-02 CEMENT CONC RETAINING 30 SF $ $ WALL EROSION CONTROL AND PLANTING B-11 8-01 EROSION/WATER 1 FA $ $ POLLUTION CONTROL TRAFFIC B-12 8-14 CEMENT CONC TRAFFIC 175 LF $ $ CURB AND GUTTER B-13 7-15 ADJUST WATER METER BOX 2 EA $ $ B-14 8-14 CEMENT CONC 45 LF $ $ PEDESTRIAN CURB B-15 8-14 CEMENT CONC SIDEWALK 285 SY � $ AND CURB RAMP B-16 8-14 CURB RAMP DETECTABLE 50 SF $ $ WARNING SURFACE B-18 8-20 TRAFFIC SIGNAL SYSTEM AT 1 LS $ $ WARREN/13TH COMPLETE C�ty of Bremerton ' SR303 Corndor — 1 ith Street at Warren Avenue 1-5 JuJy 2012 lntersec6on lmprovements CJ ITEM SPEC UNIT TOTA� NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE TRAFFIC CONTINUED B-19 8-22 REMOVE PAVEMENT 1 LS $ $ MARKINGS COMPLETE 8-20 8-22 PLASTIC WIDE LINE 40 LF $ $ B-21 8-22 PLASTIC STOP LINE 70 LF $ $ B-22 8-22 PLASTIC CROSSWALK LINE 500 SF $ $ B-23 8-22 PLASTIC TRAFFIC ARROW 1 EA $ $ B-24 8-22 PLASTIC TRAFFIC LETTER 4 EA $ $ B-25 8-22 PAINT LINE 250 LF $ $ TOTAL SCHEDULE B : $ $ SUMMARY TOTAL SCHEDULE A : $ $ TOTAL (BID ALTERNATlVE #1 : $ $ TOTAL SCHEDULE B : $ $ GRAND TOTAL (SCHEDULES A, BID ALTERNATIVE #1, AND B: $ $ END OF PROPOSAL FORM C�ty of Bremerton SR303 Comdor — 11 th Street at Warren Avenue i-6 July 2012 Intersecdon lmprovements ' ' 1 ' � ' ' � ' ' ' ' ' ' ' , � 1 ' BID CERTIFICATE (if Corporation) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meetmg of the Board of Directors of the a corporation existing under the laws of the State of , held on , 20 , the foilowing resolution was duly passed and adopted "RESOLVED, that , as President of this Corporation, be and is hereby authorized to execute the Bid dated , 20_, to the City of Bremerton by this Corporation and that his/her execution thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation " I further certify that said resolution is now �n full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of , 20 Secretary (SEAL) Crry of Bremerlon II'�' and Warren Intersectron Improvements Apre! 2012 BID CERTIFICATE - I � BID CERTIFICATE (if Limited Liability Company) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Members of the � aLimited Liabdity Company existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , and as members of this Limited L�abdity Company, be and are hereby author�zed to execute the Agreement dated , 20 to the Cify of Bremerton by this Limited Lrabdity Company and that their execution thereof, shall be the official act and deed of this Limited Liabdity Company " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, i have hereunto set my hand this day of 20 A Limited Liabd�ty Company By Member By Member (SEAL} City of Bremerton I1'�' and Warren Intersecdon Improvements April 2012 BID CERTIFIC.4TE - 2 , , ' ' � ' , , ' � � � ' ' ' � ' , ' BID CERTIFICATE (�f Partnership) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , as General Partner of the Partnership, be and is hereby authonzed to execute the Bid dated , 20 , to the City of Bremerton by this Partnership and that his/her execution thereof, attested by the General Partner shall be the official act and deed of this Partnership " I further certify that said resolution is now in full force and effect � IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 2 General Partner {SEAL) Clty ojBremerton I/`� and Warren lntersectran lrnprovements Aprrl 20t 2 BID CERTIFICATE - 3 BID CERTIFICATE (if Joint Venture) STATE OF COUNTY OF ) ) SS ) i HEREBY CERTIFY that a meeting of the Prinapals of the a �oint venture existing under the laws of the State of , hefd on , 20 , the following resolution was duly passed and adopted "RESOLVED, that " � , as of the Joint Venture, be and is hereby authonzed to execute the Bid dated , 20 , to the City of Bremerton by this Joint Venture and that his/her execution thereof, attested by the shall be the official act and deed of this Jomt Venture " I further certify that said resolution is now m fuli force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 Managing Partner (SEAL) Crty oJBremerton I1 `� and Warren Intersectron Improvements Apri12012 BID CERTIFICATE - 4 , � � ' ' ' ' ' ' � ' , , ' ' 1 , ' � � LIST OF PROPOSED SUBSTITUTIONS The Bidder proposes the foilowing substitute or "or equaP' products identified below Substitute Manufacturer/Supplier Specification SubstRute (List Only One For Each Section Equipment or Matenal Eawpment or Matenal) Note Substitute products wdl oniy be considered after award of the Contract The procedure for the submittai of substitute or "or equal" products is specified m the Special Provisions Ctty of Bremerton LIST OF PROPOSED SUBSTITUTIONS- 1 11' and Warren Intersechon Improvements Aprr! 2012 0 ' ' ' ' � , , ' � ' ' , � , , � � , ' 1NFORMATION REQUIRED OF BIDDER The Bidder shall furrnsh the following mformation Additional sheets shali be attached as required Fadure to complete these items wdl cause the Bid to be non-responsive and may cause its re�ection In any event, no award wdl be made untd all of the Bidder's General Information is delivered to the CITY (1) CONTRACTOR's name and address (2) CONTRACTOR's telephone number CONTRACTOR's fax number (3) CONTRACTOR's license Pnmary classification _ State License No and Expiration Date Speaalty classifications held, if any Name of Licensee, if different from (1) above , (4) Name, address, and telephone number of surety company and agent who wdl provide the required bonds on this contract (5) Name and Position of person(s) who attended the pre-bid visit to the worksite(ifany) Crty of Bre�erton INFORMATION REQUIRED OF BIDDER- 1 l 1` and Warren Intersectron lmprwements April 2012 (6) ATTACH TO THIS BID a list of 3 pro�ects completed by the Contractor, that are simdar to the 11�' Street at Warren Avenue Intersection Improvements in nature, value and complexity of work The 3 pro�ects must have been compieted under the bidder's name as the pnme (general) contractor withm the last 5 years The list shall include the following information as a mirnmum o Names, address, and telephone number of owner o Name of pro�ect o Location of pro�ect o Bnef description of the work involved o Contract amount o Date of completion of contract o Name, address, and telephone number of architect or engineer o Name of owner's pro�ect engineer o List of Ma�or Equipment o Years in business under cuRent name o Contracts now m hand, gross amount Gty of Bremerton / 1' and Warren lntersect�on /�nprovements Aprrl 20/1 lNFORMATION REQUIRED OF BlDDER-1 � ' � l� I ' CONTRACT THIS AGREEMENT �s dated the day of in the year 20 by and between City of Bremerton (hereinafter called CITY) and (heremafter called CONTRACTOR) C1TY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows ARTICLE 1 WORK , CONTRACTOR shali complete the WORK as specified or indicated in the CITY's Con#�act Documents entitled 11�' Street and Warren Avenue Intersection Improvements Project. , � � ' ' , , ' �, II ' ARTICLE 2 CONTRACT T1MES The WORK shail be completed within 90 calendar days from the commencement date stated in the Notice to Proceed T�me is of the essence as to each and every deadlme set forth m this agreement This provision has been specifically negotiated ARTICLE 3 LIQUIDATED DAMAGES CITY and the CONTRACTOR recognize that time is of the essence of this Agreement � and that the CITY wdl suffer fmancial loss if the WORK is not completed within the time specified in Article 2 herem„ plus any extensions thereof allowed in accordance with Section 1-08 8 of the Standard Specifications which may be modified by the Special Provisions They also recognize the delays, expense, and difficulties involved m provmg in a legal proceedmg the actual loss suffered by the CITY if the WORK is not completed on time Accordingly, instead of requiring any such proof, the CONTRACTOR shafl pay the CITY liquidated damages for each day that expires after the time specified in Articie 2 herem and Special Provision 1-08 5 for Substantial Completion and Final Completion of the WORK in accordance with Section 1-08 9 of the Standard Specifications as may be modified by the Speciai Provisions ARTICLE 4 CONTRACT PRICE CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the B�d Proposal, which shall include sales tax as provided in Section 1-07 2(2) of the Special Provisions ARTICLE 5 PAYMENT PROCEDURES CONTRACTOR shali submit Applications for Payment in accordance with Section 1-09 9 of the Standard Specifications which may be modified by the Special Provisions Applications for Payment wdl be processed by ENGINEER as provided in the Special Provisions ' Contractor Initials � Ctty of Bremerton ' CONTRACT -1 l I`� Street and Warren Avenue Intersectton Improvements February 2012 ARTICLE 6 CONTRACT DOCUMENTS The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract (pages Contract-1 to Contract-7, inclusive) and the following attachments to this Contract o Notice Inviting Bids, o Bidders Checkltst, o Bid Proposal includmg the Proposal Forms, Information Required of Bidder, Bid Bond, and ail required certificates and affidavits, � o Performance Bond, o Payment Bond, o Standard Specifications, o Special Provisions, o Contract Plans, o Addenda number 1 o Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto There are no Contract Documents other than those listed m th�s Article 6 The Contract Documents may only be amended by Change Order as provided m Section 1-04 4 of the Standard Specifications which may be modified by the Special Provisions ARTICLE � INDEMNIFICATION The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4 24 115 and the CONTRACTOR specifically waives h�s immunity under industrial insurance under T�tle 51 RCW To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, m�uries, damages, losses or suits, includmg all legal costs and attorney fees, all claims and liabdity arising under, by reason of, related, or incidental to the Contract Documents or any perFormance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents The provisions of this section shall survive the termination of the contract Contractor Irntials ARTICLE 8 ASSIGNMENT coNrRacr-2 � Crry oJBremerron 1!'�' Sbeet and Warren Avenue Intersectron Improvements February 2012 a � i ' � , ' ' ' ' r ' ' ' ' ' � , ' ' No assignment by a parly hereto of any rights under or interests in the Contract Documents will be binding on another parly hereto without the wntten consent of the party sought to be bound, and specifically but w�thout limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specificaliy stated to the contrary in any wr�tten consent to an assignment, no assignment wdl reiease or discharge the assignor from any duty or responsibility under the Contract Documents The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibdities under the Agreement, except with regards to an assignment of funds for security purposes tn the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there wdl be adequate funds to complete the WORK and to pay a subcontractors and suppliers CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representat�ves to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written CITY C�ty of Bremerton : Attest Address for giving notices Approved as to Form (Signature) (Title) C�ty of Bremerton CONTRACTOR : Attest [CORPORATE SEALJ Address for giving notices License No Agent for service of process CONTRACT -3 f�rn Street and Warren Avenue Intersectron Improvements February 2012 CONTRACT CERTIFICATE (if Corporation) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meetmg of the Board of Directors of the a corporation existmg under the laws of the State of , held on , 20 , the foilowmg resolution was duly passed and adopted - "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Agreement dated , 20_, by and befinreen this Corporation and City of Bremerton and that his/her execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the o�cial act and deed of this Corporation " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the offiaal seal of the corporation this , day of , 20 Secretary (SEAL) CONTRACT -4 Crty of Bremerton 1I ` 5treet and Warren Avenue Intersectron Improvements February 2012 ' � � , , � , ' ' � ' � � ' � � � ' ' STATE OF COUNTY OF i HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated �, 20 , by and between this Partnership and City of Bremerton and that his/her execution thereof, attested by the shall be the officiai act and deed of th�s Partnership " I further certify that said resolution is now in fuli force and effect IN WITNESS WHEREOF, i have hereunto set my hand this _, day of , 20 Partner CONTRACT CERTIFICATE (if Partnership) ) ) SS ) (SEAL) Ctty of Bremerton CONTRACT -5 l l`� Street and Warren Avenue lntersect�on Improvements Febraary 20/7 CONTRACT CERTIFICATE (if Joint Venture) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Principals of the ° a Joint venture existing under the laws of the State of = , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated , 20 , by and between this Jomt Venture and City of Bremerton and that h�s/her execution,thereof, attested by the shail be the official act and deed of this Joint Venture " _ I further certify that said resolution is now in full force and effect � IN WITNESS WHEREOF, I have hereunto set my hand th�s _, day of , 20 Managing Partner - (SEAL) 0 0 CONTRACT -6 Ctry of Bremer�on 11' Street and Warren Avenue /ntersection Improvemexts February 1012 ' � � ' STATE OF , COUNTY OF � � C � CONTRACT CERTIFICATE (if Limited Liability Company) ) ) SS ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liabilrty Company existing under the laws of the State of , held on , 20 , the followmg resolutron was duly passed and adopted � ' "RESOLVED, that , and as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated ; ' 20 , to the City of Bremerton by this Lim�ted Liabdity Company and that their execution thereof shall be the official act and deed of this Limited Liabdity Company " I I further certify that said resolution is now in full force and effect � ' � ' ' ' ' IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20 (SEAL)END OF AGREEMENT ' Ctty of Bremerton ' CONTRACT -7 A Limited Liabibty Company �� / Member BY, Member ! 1`�' Street and Warren Avenue /ntersechon lmprovements February 2012 � ' �� ' PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, ' That and ' ' , ' � as CONTRACTOR, as Surety, are held and firmly bound unto City of Bremerton hereinafter called "CITY," in the sum of dollars, for the payment of which sum, well and truly to be made, we bmd ourselves, our heirs, executors, administrators, successors, and assigns, �ointly and severally, flrmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said CITY to perForm the WORK as spec�fied or indicated in the Contract Documents entitled "11 Street and Warren Avenue Intersection Improvements Project", now, therefore, , If the CONTRACTOR fads to timely or properly perform any of the requirements of the Contract Documents at the times and m the manner contained therein, then the City may perform the WORK, or contract to have the WORK performed and, the Surety, upon ' written proof of the amounts expended, including the rates for CITY personnel specified m City code or regulation, shall, without condition, pay sa�d amount in US Funds, by certified or cashier's check, within 5 days of demand by the City This may require periodic ' payments by Surety if the work �s ongoing and the City become obiigated to make payments in order to have the WORK completed ' ' � � , lJ PROVIDED, that any aiterations in the WORK to be done or the materials to be fumished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not m any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under #he provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety The obligation of the Surety shall mclude reimbursing the City for all costs and expenses, (mcludmg, but not limited to fee and charges of engmeers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the CITY in enforcing the provisions of this Bond PERFORMANCE BOND -1 Crty of Bremerron 11"' Streat and Warren Avenue lntersectron Improvements Pro�ect February 2012 ' IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 20 (CONTRACTOR) (SEAL) (SEAL) ':�I (Surety) : (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of surety to which all notices shall be sent Address for service of process (must be a physical address) , P6RFORMANCE BOND -2 Cety of Bremerton 11�' Street and Warren Avenue Intersecdon Impravements Pro�ecf February 2012 ' , � PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, 1 That and ' ' � ' � ' , � as CONTRACTOR, as Surety, are held and firmly bound unto City of Bremerton hereinafter called "CITY," in the sum of doilars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter mto the annexed Agreement with said CITY to perform the WORK as specified or mdicated in the Contract Documents entitled "11"' Street and Warren Avenue Intersection Improvements Project", now, therefore, If said CONTRACTOR, or subcontractor, fads to pay for any materials, equipment, or other supplies, or for rental of same, used m connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety wdl pay for the same in an amount not exceedmg the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon this bond PROVIDED, that any alterations in the WORK to be done or the matenals to be ' furnished, or changes in the time of compietion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of ' said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety � � ' ' The obligation of the Surety shal! �nclude reimbursing the C�ty of ail costs and expenses, (inciuding, but not limited to fee and charges of engmeers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the CITY m enforcing the provisions of this Bond PAYMENT BOND -/ City of Bremerton 11' and Warren Intersection Improvements Aprr! 2012 ' IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 20 (CONTRACTOR) (Surety) BY BY (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of surety to which all notices shall be sent Address for service of process (must be a physical Address for service of process (must beaph PAYMENT BOND -1 City of Bremerton II'" and Warren Intersectron lmprovements Aprt110/1 ' ' ' ' ' ' ' ' ' , 1 ' , ' ' ' ' , ' PART III SPECIAL PROVISIONS 0 � , ' ' � � � , ' ' � ' ' � ' � ' , ' THIS PAGE LEFT BLANK ON PURPOSE Gty of Bremerton SR303 Comdor— 11th Street at Warren Avenue � Intersectlon Improvements June 2012 TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS .. ............................................ ...............111-1 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK 1-01 DEFINITIONS AND TERMS 1-02 BID PROCEDURES AND CONDITIONS 1-03 AWARD AND EXECUTION OF WORK 1-04 SCOPE OF THE WORK 1-05 CONTROL OF WORK 1-06 CONTROL OF MATERIAL 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-08 PROSECUTION AND PROGRESS 1-09 MEASUREMENTAND PAYMENT 1-10 TEMPORARY TRAFFIC CONTROL DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-03 ROADWAY EXCAVATION AND EMBANKMENT DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT DIVISION 6 STRUCTURES 6-02 CONCRETE STRUCTURES DIVISION � DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRY WELLS 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-09 WATER MAINS 7-12 VALVES FOR WATER MAINS 7-15 SERVICE CONNECTIONS City of Bremerton SR303 Comdor- 11 th Street at Warren Avenue �� lntersecfion Improvements I I i-3 III-3 III-5 III-10 III-12 III-13 III-19 III-20 I I I-50 I I I-55 I I I-56 I I I-59 I I I-59 III-61 I I I-63 III-67 I I I-69 III-70 I I I-70 I I I-72 III-78 I I I-79 June 2012 C � C�I 7-17 SANITARY SEWERS 7-20 INFILTRATION GALLERY 7-21 STORM FILTER VAULT ' DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL ' 8-02 ROADSIDE RESTORATION 8-03 IRRIGATION SYSTEMS 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES ' 8-14 CEMENT CONCRETE SIDEWALK 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL ' 8-22 PAVEMENT MARKING 8-30 LAY DOWN AREA AND FIELD OFFICE (New Section) , , 1 ' � � ' 1 , � DtVISION 9 MATERIALS 9-03 AGGREGATES 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-28 SIGNING MATERIALS AND FABRICATION 9-29 ILLUMINATION, SIGNAL, ELECTRICAL 9-30 WATER DISTRIBUTlON MATERIALS III-81 III-81 III-82 I I I-85 I I I-86 I I I-89 I I I-90 i I I-90 I I I-97 III-107 III-108 III-111 III-112 III-112 III-117 III-119 III-128 STANDARDPLANS ....................... ... .............................................................................111-133 Appendix A: Prevailing Wage Rates Appendix B: Contract Plans Appendix C: City of Bremerton and WSDOT Standards , C�ry of Bremerton SR303 Comdor - 11 th St►�et at Warren Avenue Intersectron lmprovements � June 2012 �J ' ' INTRODUCTION TO THE SPECIAL PROVISIONS ' The foliowing Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2012 Standard Specifications for Road, Bridge and Murncipal Construetion, and the foregoing Amendments to the Standard Specifications , Several types of Special Provisions are included in this contract, General, Region, Bridges and Structures, and Pro�ect Specific Special Provisions types are differentiated as follows � ' ' ' ' , , � � , ' ' � (date) �******� (Regions, date) (BSP date) General Special Provision Notes a revision to a General Special Provision and also notes a Pro�ect Specific Special Provision Region Special Provision Bridges and Structures Special Provision General Special Provisions are simdar to Standard Specifications m that they typically apply to many pro�ects, usually in more than one Reg�on Usually, the only difference from one pro�ect to another is the inclusion of variable pro�ect data, inserted as a"fill-m" Region Special Provisions are commonly applicable within the designated Region Region designations are as follows Reqions, ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are sim�lar to Standard Specificat�ons in that they typically apply to many pro�ects, usually in more than one Region Usually, the only difference from one pro�ect to another is the inclusion of variable proJect data, inserted as a"fill-in° Project Specific Special Provisions normally appear only in the contract for which they were developed Gty of Bremerton , SR303 Comdor— 11th Street at Wa►ren Avenue Intersect�on lmpiovements lll-1 234-1896-103 (01/04) June 2012 Introducbon to the Specral Prowsrons �i ' ' ' � ' � I�7►�1��[�7►�i1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the improvement of *** 11th and 13th Street on Warren Avenue and includes, but is not limited to, demolit�on and reconstruction of the roadway right turn lane with cement concrete pavement, hot mix asphalt, cement concrete sidewalks, curbs, and gutters, landscaping compiete with irrigation, installation of a new streetlight system and traffic signal system includmg service cabinets, electncal Imes, and �unction boxes, installation of storm sewer, water system modifications, and traffic control *** all in accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications ' 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (March 13, 2012 APWA GSP) `I � 1 ' ' ' Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following Dates � Bid Opening Date � The date on which the Contracting Agency publicly opens and reads the Bids Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work Contract Execution Date The date the Contractmg Agency officially binds the Agency to the Contract Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins Substantial Completion Date � The day the Engineer determmes the Contracting Agency has full and unrestncted use and benefit of the facdities, both from the operational and safety standpomt, any remairnng traffic disruptions v�dl be rare and brief, and only minor mcidental work, ' replacement of temporary substitute facdities, plant establishment periods, or correction or repair remams for the Physical Completion of the total Contract '� Physical Comp/etion Date � The day all of the Work is physically completed on the pro�ect All documentation required by the Contract and required by law does not necessardy need to be furnished by the Contractor by this date ' � ' Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor All documentation required Crry of Bremerfon SR303 Comdor— 11th Street at Warren Avenue 111-3 June 2012 Intersect�on Impravements Divisron 1 ' by the Contract and required by law must be furnished by the Contractor before estabiishment of th�s date Fina/ Acceptance Date The date on which the Contractmg Agency accepts the Work as complete Supplement this Section with the following All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquartersn, and "State Treasurer" shali be revised to read "Contracting Agency" All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated locat�on" All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contractmg Agency The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be m the Superior Court of the County where the Contracting Agency's headquarters are located Additive A suppiemental unit of work or group of bid items, ident�fied separately in the Bid Proposal, which may, at the discretion of the Contractmg Agency, be awarded �n add�tion to the base bid Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performmg the same work Business Day A business day is any day from Monday through Fnday except holidays as listed m Section 1-08 5 Contract Documents See defirntion for "Contract" Contract Time The period of time established by the terms and conditions of the Contract withm which the Work must be physically completed Notice of Award The written notice from the Contracting Agency to the successful Bidder signifymg the Contracting Agency's acceptance of the Bid Proposal C�ty of Bremerton SR303 Comdor— 11th Street at Wa�ren Avenue !H-4 June 2012 lntersecHon Improvements D�ws�on 1 � ' ' Notice to Proceed The wntten notice from the Contractmg Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begms - ' ' Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic � 1-02 � 1-02 1 BID PROCEDURES AND CONDITIONS Prequalification of Bidders Delete Section 1-02 1 and replace it with the followmg � 9-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) , Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39 04 350(1) to be considered a responsible bidder and qualified to be awarded a public works pro�ect ' , ' , � � 1-02.2 Plans and Specifications (June 27, 2011 flPWA GSP) Delete this section and replace it with the following Information as to where Bid Documents can be obtained or reviewed wdl be found in the Call for Bids (Advertisement for Bids) for the work After award of the contract, plans and specifications wdl be issued to the Contractor at no cost as detaded below To Prime Contractor Reduced plans (11" x 17") Contract Provisions Large plans (e g, 22" x 34") and Contract Provisions No of Sets Basis of Distribution *** 4*** Furrnshed automatically upon award "** 4'"** Furrnshed automatically upon award *** 2*** Furrnshed only upon request ' Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense � ' Crty of Bremerton ' SR303 Comdor — 11 th Street at Warren Avenue Intersecbon lmprovements lll-5 June 2012 Drws�on 1 C' 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following The Proposal Form wdl identify the pro�ect and its location and describe the work It will also list estimated quantities, units of ineasurement, the items of work, and the matenals to be furrnshed at the urnt bid prices The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices, extensions, summations, the total bid amount, signatures, date, and, where applicable, retail sales taxes and acknowledgment of addenda, the bidder's name, address, telephone number, and signature, the bidder's D/M/WBE commitment, if applicable, a State of Washmgton Contractor's Registration Number, and a Business License Number, if applicable Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink The required certifications are included as part of the Proposal Form The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency The bidder shall bid on all alternates and additives set forth m the Proposal Form unless otherwise specified 1-02.6 Preparation of Proposal (June 27, 2011 APWA GSP Supplement the second paragraph with the followmg 4 E If a minimum bid amount has been established for any item, the urnt or lump sum price must equal or exceed the mirnmum amount stated Any correction to a bid made by interimeation, alteration, or erasure, shall be initialed by the signer of the bid Delete the last paragraph, and replace it with the following The Bidder shali make no stipulation on the Bid Form, nor qualify the bid m any manner A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate o�cer accompanied by evidence of authority to sign) A bid by a partnership shall be executed in the partnership name, and signed by a partner A copy of the partnership agreement shall be submitted with the Bid Form if any D/MNVBE requirements are to be satisfied through such an agreement A bid by a �oint venture shall be executed m the �oint venture name and signed by a member of the �oint venture A copy of the �oint venture agreement shall be submitted with the Bid Form if any DNV/MBE requirements are to be satisfied through such an agreement 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following Bid bonds shall contain the following C�ty of Bremerfon SR303 Comdor— 11th Street at Warren Avenue lll-6 Intersect�on lmprovements June 2012 ' Drv�s�on 1 � ' , � � � ' � � 1 Contracting Agency-assigned number for the pro�ect, 2 Name of the pro�ect, 3 The Contractmg Agency named as obligee, 4 The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that couid be awarded, 5 Signatu�e of the bidder's officer empowered to sign official statements The signature of the person authonzed to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature, 6 The signature of the surety's officer empowered to sign the bond and the power of attorney If so stated m the Contract Provisions, bidder must use the bond form included in the Contract Provisions 1-02.9 Delivery of Proposal (May 4, 2092 APWA GSP) Delete this section and replace it with the following , Each proposal shail be submitted m a sealed envelope, with the Pro�ect Name and Pro�ect Number as stated in the Call for Bids clearly marfced on the outside of the envelope, or as otherwise required in the Bid�Documents, to ensure proper handling and delivery , ' If the pro�ect has FHWA funding and requires DBE Wntten Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, wntten Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02 6 ' The Contracting Agency wdl not open or consider any Bid Proposai that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids ' ' ' ' , 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read A proposal will be considered irregular and wdl be re�ected if a The Bidder �s not prequalified when so reau�red, b The authorized proposal form furnished by the Contractmg Agency is not used or is altered, c The completed proposal form contains any unauthorized additians, deletions, alternate Bids, or conditions, d The Bidder adds provisions reserving the right to re�ect or accept the award, or enter into the Contract, C�ty of Bremerton ' SR303 Comdor— 11th Street at Warren Avenue Intersection Improvements lll-7 June 2012 D�wsron 1 , e A price per urnt cannot be determmed from the Bid Proposal, f The Proposal form is not properly executed, g The Bidder fads to submit or properly complete a Subcontractor list, if applicable, as required m Section 1-02 6, h The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required m Section 1-02 6, i The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utdization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1- 02 6, or if the wntten confirmation that is submitted fails to meet the requ�rements of the Special Provisions, J The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required m Section 1-02 6, or if the documentation that is submitted fads to demonstrate that a Good Faith Effort to meet the Condition of Award was made, k The Bid Proposal does not constitute a defin�te and unqualified offer to meet the material terms of the Bid mvitation, or I More than one proposal is submitted for the same proiect from a Bidder under the same or different names 1-02.14 Disqualification of Bidders (March 25, 2009 APWA GSP, Optron B) Delete this Section and replace it with the followmg A Bidder wiil be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39 04 350(1), as amended, or 2 evidence of collusion exists with any other Bidder or potential Bidder Participants in� collusion will be restricted from submitting further bids, or 3 the Bidder, in the opirnon of the Contracting Agency, is not qualified for the work or to the fuli extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder, or 4 an unsatisfactory performance record exists based on past or current Contracting Agency work or for work dane for others, as �udged from the standpoint of conduct of the work, workmanship, or progress, affirmative action, equal employment opporturnty practices, termmation for cause, or Disadvantaged Business Enterprise, Mmority Business Enterprise, or Women's Business Enterprise utilization, or 5 there is uncompleted work (Contracting Agency or otherwise), which in the opirnon of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon, or 6 the Bidder faded to settle bills for labor or materials on past or current contracts, unless there are extenuatmg circumstances acceptable to the Contracting Agency, or City of Bremerton SR303 Comdor — 11 th Street at Warren Avenue ll!-8 June 2012 lntersecGon Impmvements D�ws�on J � ' ' ' � ' ' ' u , LI , ' ' ' ' , 7 the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, uniess there are extenuatmg circumstances acceptable to the Contracting Agency, or 8 the Bidder is unable, financially or otherwise, to perform the work, m the opinion of the Contracting Agency, or 9 there are any other reasons deemed proper by the Contracting Agency As evidence that the Bidder meets the bidder responsibility cnteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentat�on (sufficient in the sole �udgment of the Contracting Agency) demonstrating compl�ance with all applicable responsibdity cnteria, including all documentation specifically listed in the supplementai criteria The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibdity The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contract�ng Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, includmg but not limited to (i) financial, historical, or operational data from the Bidder, (u) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises, and (iii) any additional mformation obtained by the Contracting Agency which is believed to be relevant to the matter � If the Contractmg Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writ�ng, with the reasons for its determmation If the Bidder disagrees with this deterrnination, it may appeal the determmation within 24 hours of receipt of the Contractmg� Agency's determmation by presenting its appeal to the Contracting Agency The Contracting Agency will consider the appeal before issuing its final determination If the final determination affirms that the Bidder is not responsible, the Contractmg Agency wdl not execute a contract with any other Bidde� untd at least two busmess days after the Bidder determined to be not responsible has received the final determination C►ty of Biemerton ' SR303 Comdor— 11th Street at Wanen Avenue Intersect�on Improvements lll-9 June 2012 Drws�on 1 ' � 1-02.15 Pre-Award information (October 1, 2005 APWA GSP) Revise this section to read Before awarding any contract, the Contractmg Agency may require one or more of these items or actions of the apparent lowest responsible bidder 1 A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2 Samples of these materials for quality and fitness tests, 3 A progress schedule (in a form the Contracting Agency requires) showmg the order of and time required for the various phases of the work, 4 A breakdown of costs assigned to any bid item, 5 Attendance at a conference with the Engineer or representatives of the Engmeer, 6 Obtain, and furrnsh a copy of, a business license to do business in the city or countv where the work is located 7 A copv of State of Washmaton Contractor's Registration, or 8 Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder 1-03 AWARD AND EXECUTION OF WORK 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read After opening and reading proposals, the Contractmg Agency will check them for correctness of extensions of the pnces per urnt and the total pnce If a discrepancy exists between the pnce per urnt and the eutended amount of any bid item, the pnce per urnt wdl control If a minimum bid amount has been established for anv item and the bidder's unit or lump sum pnce is less than the mmimum specified amount, the ContractinA Agency wdl urnlaterally revise the unit or lump sum arice. to the minimum specified amount and recalculate the extension The total of extensions, corrected where necessary, mcludinq sales taxes where applicable and such additives and/or alternates as selected bv the Contractinq Aaencv, will be used bv the Contracting Aaencv for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue IlI-10 lntersect�on Improvements June 2012 , D�ws�on 1 � � I� ' Il ' , ' 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read Unti! the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work beg�n within the pro�ect limits or within Contracting Agency- furnished sites The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency If the bidder experiences circumstances beyond their control that prevents retum of the contract � documents withm the calendar days after the award date stated above, the Contractmg Agency may grant up to a maximum of $$10$$ additional calendar days for return of the documents, provided the Contractmg Agency deems the circumstances warrant it ' � ' '� , i , , ' � 1-03.4 Contract Bond (Octobe� I, 2005 APWA GSP) Revise the first paragraph to read The successful bidder shall provide an executed contract bond for the full contract amaunt This contract bond shall 1 Be on a Contracting Agency-furnished form, 2 Be signed by an approved surety (or sureties) that a Is registered with the Washington State Insurance Commissioner, and b Appears on the current Authorized Insurance List in the State of Washington publ�shed by the Office of the Insurance Commissioner, 3 Be conditioned upon the faithful perFormance of the contract by the Contractor withm the prescribed time, 4 Guarantee that the surety shaii indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure a Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carry�ng out the work, Ciry of Bremerton SR303 Corndor — 11 th Street at Warren Avenue lll-11 June 2012 Intersect�on Improvements D�visron 1 ' Within $$5$$ calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07 18, and a satisfactory bond as required by law and Section 1-03 4 Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02 15 i� 5 Be accomparned bv a power of attorney for the Suretv's o�cer empowered to sign ' the bond, and 0 Section 1-03 4 is supplemented with the following (June 27, 2011 WSDOT GSP) Release of Contract Bond wdi be 60 days foliowmg Contractmg Agency Final Acceptance of Contract, provided followmg conditions are met 1 Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totalmg more than $35,000, a release �has been obtamed from the i Washington State Department of Revenue 2 Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contractmg Agency (RCW 39 12 040) 3 A certificate of Payment of Contributions Penalties and interest on Public Works Contract is received from the Washmgton State Employment Security Department 4 Washington State Department of Labor and industries (per Section 1-07 10) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial msurance and medical aid premiums 5 All claims, as provided by law, filed against the Contract Bond have been resolved 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e g, 1 presiding over 2, 2 over 3, 3 over 4, and so forth) 1 Addenda, 2 Proposal Form, 3 Speaal Provisions, 4 Contract Plans, 5 Amendments to the Standard Speafications, 6 Standard Specifications, 7 Contractinq Aqencv's Standard Plans or Detads (if anv), and 8 WSDOT Standard Plans for Road, Bridge. and Mun�cipal Construction C�ty of Bremerton SR303 Comdor— 11th Stieef at Warren Avenue fl!-12 lntersecbon Improvements June 2012 , D�vis�on 1 � ' , 1-05 ' 1-05.4 (Aprt14, 2011 WSDOT GSP) Contractor Surveying — Roadway Copies of the Contracting Agency provided pnmary survey control data are available for the bidder's mspection at the o�ce of the Pro�ect Engineer Section 1-05 4 is supplemented with the following , ' � � The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement markmg, illumination and signals, guardrads and barriers, and signing Except for the survey control data to be furnished by the Contractmg Agency, calculations, surveying, and measurmg required for settmg and mamtaming the necessary lines and grades shali be the Contractor's responsibdity The Contractor shall inform the Engineer when monuments are discove�ed that were not , identi�ed m the Plans and construction activity may disturb or damage the rnonuments All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the pro�ect or be repiaced at the Contractors expense , � Detailed survey records shall be maintained, inciud�ng a description of the work pertormed on each shift, the methods utdized, and the control points used The record shall be adequate to allow the survey to be reproduced A copy of each day's record shall be provided to the Engineer withm three working days after the end of the shift The meaning of words and terms used m this provision shall be as listed in "Defirntions of � Surveying and Associated Terms" current edition, published by the American Congress on� Surveymg and Mapping and the Amencan Society of Civd Engineers , , , ' , ' ' The survey work shall mclude but not be limited to the followmg CONTROL OF WORK Conformity With and Deviations from Plans and Stakes Verify the primary horizontal and vertical control furrnshed by the Contractmg Agency, and expand mto secondary control by adding stakes and hubs as well as additionai survey control needed for the pro�ect Provide descnptions of secondary control to the Contractmg Agency The description shall include coordinates and elevations of ail secondary control pomts 2 Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centeriine or on offsets to centerline at all curve points (PCs, PTs, and Pls) and at pomts on the alignments spaced no further than 50 feet 3 Establish cleanng limits, placing stakes at all angle points and at mtermediate points not more than 50 feet apart The cleanng and grubbing lim�ts shali be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans Gry of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-13 June 2012 Intersect�on Improvements Div�sion 1 �JI 4 Establish grading limits, placmg slope stakes at centerline mcrements not more than 50 feet apart Establish offset reference to all slope stakes If Global Positiornng Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5 Establish the horizontal and vertical location of ali drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet 6 Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing Subgrade and surFaang stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet m curve sections with a radius less than 300 feet, and at 10-foot mtervals in intersection radu w�th a radius less than 10 feet Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet If GPS Machine Controls are used to provide grade control, then roadbed and surFacing stakes may be omitted at the discretion of the Contractor 7 Establish intermediate elevation benchmarks as needed to check work throughout the pro�ect 8 Provide references for paving pms at 25-foot mtervals or provide simultaneous surveying to establish location and elevation of paving pins as they are bemg placed 9 For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, iliumination and signals, guardrads and barners, and signing) provide stakmg and layout as necessary to adequately locate, construct, and check the specific construction activity 10 The Contractor shall collect additional topographic survey data as needed in order to match mto existmg roadways such that the transition from the new pavement to the existing pavement is smooth and that the pavement and ditches drain properly If changes to the profiles or roadway sections shown in the contract plans are needed to achieve proper smoothness and drainage where matchmg mto existing features, the Contractor shall submit these changes to the Pro�ect Engmeer for review and approval 10 days prior to the beginning of work The Contractor shall prov�de the Contracting Agency copies of any calculations and staking data when requested by the Eng�neer To facilitate the establishment of these lines and elevations, the Contracting Agency wdl provide the Contractor with primary survey control information consistmg of descriptions of finro primary control pomts used for the hor�zontal and vertical control, and descriptions of two additionai primary control points for every additional three mdes of pro�e�t length Primary control pomts wdl be described by reference to the pro�ect alignment and the coordmate system and elevation datum utilized by the pro�ect In addition, the Contracting Agency wdl supply horizontal coordmates for the beginning and endmg pomts and for each Point of Intersection (PI) on each alignment inciuded in the pro�ect Crry of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-14 Intersecbon lmprovements June 2012 ' D�vision 1 � ' � The Contractor shall ensure a surveymg accuracy within the following tolerances � ' ' ' ' � � � Slope stakes Subgrade grade stakes set 0 04 feet below grade Stationing on roadway Alignment on roadway Surfacmg grade stakes Roadway paving pms for surfacing or pavmg Vertical t0 10 feet t0 01 feet N/A N/A t0 01 feet t0 01 feet Horizontal t0 10 feet t0 5 feet (parallel to alignment) t0 1 feet (normai to alignment) t0 1 feet t0 04 feet t0 5 feet (parallel to alignment) t0 1 feet (normal to alignment) t0 2 feet (parallel to alignment) t0 1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying These spot-checks wdl not change the reqwrements for normal checkmg by the Contractor When stakmg roadway alignment and statiornng, the Contractor shall perform mdependent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances , The Contractor shall calculate coordinates for the alignment The Contracting Agency will verify these coordinates prior to issumg approval to the Contractor for commencmg with the work The Contracting Agency wdl require up to seven calendar days from the date the data is received Contract work to be perFormed usmg contractor-provided stakes shall not begin untd the ' stakes are approved by the Contracting Agency Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes ' , ' ' ' ' ' Stakes shall be marked in accordance with Standard Plan A10 10 When stakes are needed that are not described in �the Plans, then those stakes shall be marked, at no addit�onal cost to the Contracting Agency as ordered by the Engineer Payment Payment will be made in accordance with Section 1-04 1 for the followmg bid item when included in the proposal "Roadway Surveying", lump sum The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checkmg, correction of errors, replacement of missing or damaged stakes, and coordmation efforts C�ry of Breme�ton SR303 Comdor— 11th Street at Warren Avenue lll-15 June 2012 fntersectron Improvements D�v�sron 1 , ' 1-05.7 Removal of Defective and Unauthorized VNork (October 1, 2005 APWA GSP) Supplement this section with the following If the Contractor fails to remedy defective or unauthorized work within the time specified in a wntten notice from the Engineer, or fads to perform any part of the wor{c required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the wntten notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary If the Contractor fads to comply with a written order to remedy what the Engmeer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the re�ected work removed and replaced, or have work the Contractor refuses to perform completed by usmg Contracting Agency or other forces An emergency situation is any situation when, in the opinion of the Engmeer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public Direct or indirect costs incurred by the Contracting Agency attributable to correctmg and remedying defective or unauthorized work, or work the Contractor fa�led or refused to perForm, shall be paid by the Contractor Payment wdl be deducted by the Engineer from monies due, or to become due, the Contractor Such direct and indirect costs shall include in particular, but w�thout limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work No ad�ustment in contract time or compensation will be allowed because of the delay in the perFormance of the work attributable to the exercise of the Contracting Agency's rights provided by this Sect�on The rights exercised under the provisions of this section shall not dimmish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's fadure to perform the work as required 1-05.11 Finallnspection Delete this section and replace �t with the following 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantiaily complete, the Contractor shall so notify the Engmeer and request the Engineer establish the Substantial Completion Date The Contractor's request shall list the specific items of work that remain to be completed m order to reach physical complet�on The Engineer wdl schedule an mspection of the work with the Contractor to determine the status of completion The Engmeer may also establish the Substantial Completion Date undaterally Ciry of Bremerton SR303 Comdor- 1>th Street at Warren Avenue ll!-16 Intersecbon lmprovemenfs June 2012 ' Div►s�on 1 � lJ � ' �� � u ' If, after this inspection, the Engmeer concurs with the Contractor that the work is substantially complete and ready for its mtended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date If, after this inspection the Engmeer does not consider the work substantially complete and ready for its intended use, the Engineer wdl, by written notice, so notify the Contractor giving the reasons therefore Upon receipt of written notice concurnng in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion The Contractor shall provide the Engineer with a revised schedule mdicating when the Contractor expects to reach substantial and physical completion of the work ' The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection ' � � �� ' 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice shall request the Engineer to schedule a final inspection The Engineer wdl set a date for final inspection The Engineer and the Contractor wdl then make a final mspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work �mcomplete or unacceptable The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies This process will continue untd the Engineer is satisfied the listed deficiencies have been corrected If action to correct the listed deficiencies is not initiated within 7 days after receipt of the ' written notice listmg the defic�encies, the Engineer may, upon wntten notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05 7 , ' � , The Contractor will not be allowed an extension of contract time because of a delay m the performance of the work attributable to the exercise of the Engineer's right hereunder Upon correction of all deficiencies, the Engineer wdl notify the Contractor and the Contracting Agency, in writmg, of the date upon which the work was considered physically complete That date shall constitute the Physical Completion Date of the contract, but shail not �mply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a ' complete and operable system Therefore when the work involves the installation of machinery or other mecharncal equipment, street lighting, electrical distribution or signal systems, irrigation systems, buildings, or other similar work it may be desirable for the ' Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date Whenever items of work are listed in the Cdy of Bremerton ' SR303 Comdor— 11th Street at Warren Avenue !11-17 Intersect�on Improvements June 2012 Drws�on 1 ' Contract Provisions for operational testing they shall be fully tested under operating conditions for the t�me period specified to ensure their acceptabdity prior to the Physical Completion Date During and following the test period, the Contractor shali correct any items of workmanship, matenals, or equipment which prove faulty, or that are not in first class operatmg condition Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the obse►vation of the Engineer, so that the Engineer may determine their suitabdity for the purpose for which they were installed The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engmeer , The costs for power, gas, labor, matenal, suppl�es, and everything else needed to successfully complete operational testmg, shall be included in the urnt contract pnces related to the system bemg tested, unless speafically set forth otherwise in the'proposal � Operational and test periods, when required by the Engmeer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read � Whenever the Contracting Agency evaluates the Contractor's gualificat�ons pursuant to Section 1-02 14, it will take these performance reports mto account 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read All correspondence from the Contractor shall be directed to the Pro�ect Engineer All correspondence from the Contractor constituting any notification notice of protest, notice of dispute, or other coRespondence constituting notification required to be furrnshed under the Contract, must be in paper format, hand delivered or sent via mad delivery service to the Pro�ect Engineer's office Electronic copies such as e-mails or electrorncally delivered copies of correspondence will not constitute such notice and wdl not comply with the�requirements of the Contract Add the following new section 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the perFormance of the work, unless the contract includes power and water as a pay item �, , �,, , �� Cdy of Bremerton SR303 Comdor— 11th Street at Warren Avenue Itl-18 R June 2012 lntersec6on improvements D�v�s�on 1 � � � ' ' � ' ' Add the foilowing new section 1-05.17 Oral Agreements New Section (October 1, 2005 APWA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained m any of the documents comprising the contract Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency 1-06 CONTROL OF MATERIAL Buy America (August 2, 2010 WSDOT GSP) Section 1-06 is supplemented with the following � The ma�or quantities of steel and iron construction material that is permanently incorporated into the pro�ect shall consist of American-made materials only Buy America does not apply to temporary steel items, e g, temporary sheet piling, temporary bridges, steel scaffolding and falsework 1 ' � Minor amounts of foreign steel and iron may be utdized in this pro�ect provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500 00, whichever is greater American-made material is defined as material having all manufacturing processes occurring domestically To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the Urnted States If domestically produced steel billets or iron mgots are exported outside of the area of t coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements Additionally, products manufactured domesticaliy from foreign source steel billets or iron ingots do not conform to the Buy , America requUements because the initial melting and mixing of alloys to create the material occurred in a fo�eign country Manufacturing begms with the mitial melting and mixing, and continues through the coating ' stage Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufactunng process The processes include rolling, extruding, machinmg, bending, grindmg, driiling, welding, and coating � , � � The action of applymg a coating to steel or iron is deemed a manufacturmg process Coating includes epoxy coating, galvanizmg, aluminizmg, painting, and any other coating that protects or enhances the value of steel or iron Any process from the onginal reduction from ore to the firnshed product constitutes a manufacturing process for iron Due to a nationwide waiver, Buy Amenca does not apply to raw matenals (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore Crty of Bremerton SR303 Comdor— 1?th Street at Warren Avenue 10-l9 June 2012 Intersechon Improvemenfs D�wsron 1 , The following are considered to be steel manufacturing processes 1 Production of steel by any of the followmg processes a Open hearth furnace b Basic oxygen c Electnc furnace d Direct reduction 2 Rolling, heat treating, and any other similar processing 3 Fabrication of the products a Spinning wire into cable or strand b Corrugating and rolling into culverts c Shop fabrication A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction matenals prior to such items being incorparated into the permanent work The certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contams the same information as DOT Form 350-109EF 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following In cases of conflict between different safety regulations, the more strmgent regulation shall apply The Washington State Department of Labor and Industries shail be the sole and paramount administrative agency responsible for the administrat�on of the provisions of the Washington Industrial Safety and Health Act of 1973 (ViIISHA) The Contractor shall maintain at the pro�ect site office, or other weil known place at the pro�ect site, all articles necessary for providmg first aid to the in�ured The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, includmg employees, who may have been inJured on the pro�ect site Employees should not be permitted to work on the pro�ect site before the Contractor has established and made known procedures for removal of m�ured persons to a hospital or a doctor's care , The Contractor shall have sole responsibdity for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or in�ury resulting from their failure, or improper mamtenance, use, or operation The Contractor shall be solely and compietely responsible for the conditions of the pro�ect s�te, includmg safety for all persons and property in the performance of the work This requirement shall appiy continuously, and not be fimited to normal working hours The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to mclude review and adequacy of the Contractor's safety measures in, on, or near the pro�ect site City of Bremerton SR303 Comdor— 11th Street at Warren Avenue llI-20 lntersecbon Improvements June 2012 ' D�v�s�on 1 � ' � 1-07 2 State Taxes ' � ' , �J , � ' � ' ' ' 1 !l ' Delete this section, including its sub-sections, in its entirety and replace it w�th the following 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washmgton State Department of Revenue has issued speciat rules on the State sales tax Sections 1-07 2(1) through 1-07 2(3) are meant to clarify those rules The Contractor should contact the Washmgton State Department of Revenue for answers to questions m this area The Contracting Agency wdl not ad�ust its payment if the Contractor bases a bid on a misunderstood tax liability The Contractor shall include atl Contractor-paid taxes in the urnt bid prices or other contract amounts In some cases, however, state retad sales tax wdl not be included Section 1- 07 2(2) describes this exception The Contracting Agency wdl pay the retained percentage (or release the Contract Bond if a FHWA-funded Pro�ect) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showmg that all contract-related taxes have been paid (RCW 60 28 051) The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not Any amount so deducted wdl be paid into the proper State fund 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to budding, repairing, or improvmg streets, roads, etc , which are owned by a murncipal corporation, or political subdivision of the state, or by the Un�ted States, and which are used primarily for foot or vehicular traffic This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system For work performed in such cases, the Contractor shall mclude Washmgton State Retad Sales Taxes in the various urnt bid item prices, or other contract amounts, �ncludmg those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work 1-07.2(2) State Sates Tax — Rule 170 WAC 458-20-170, and its related rules, apply �to the constructing and repairing of new or existing buildings, or other structures, upon real property This mcludes, but is not limited to, the construction of streets, roads, highways, etc , owned by the state of Washington, water mains and their appurtenances, sarntary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road dramage system, telephone, telegraph, electrical power distribution Imes, or other condwts or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system, and installing or attachmg of any article of tangible personal property m or to real property, whether or not such personal property becomes a part of the realty by virtue of installation Cdy of Bremerton ' SR303 Comdor— 11th Street at Warren Avenue Intersec6on lmprovements � lll-21 June 2012 Drv�s►on 1 For work performed in such cases, the Contractor shall collect from the Contract�ng Agency, retail sales tax on the full contract price The Contracting Agency wdl automatically add th�s sales tax to each payment to the Contractor For this reason, the Contractor shall not include the retail sales tax in the unit bid item pnces, or m any other contract amount sub�ect to Rule 170, with the followmg exception Exception The Contracting Agency wdl not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, eqwpment, or consumable supplies not integrated mto the pro�ect Such sales taxes shall be included in the unit bid item prices or m any other contract amount 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244) The third paragraph of Section 1-07 2 is revised to read (June 27, 2011 WSDOT GSP) The Contracting Agency will release the Contract Bond only if the Contractor has obtamed from the State Department of Revenue a certificate showmg that all Contract-related taxes have been paid � 1-07.9 Wages Section 1-07 9 is supplemented with the following (January 10, 2012 WSDOT GSP Option 1) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No WAl20001 The State rates incorporated in this contract are applicable to all construction actwities assoaated with this contract (Aprt12, 2007 WSDOT GSP) Application of Wage Rates for the Occupation of Landscape Construction State prevailing wage rates for public works contracts are mcluded in this contract and show a separate listing for the occupation Landscape Construction, which includes several different occupation descriptions such as Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers C�ry of eremerton SR303 Comdor— 11th Street at Warren Avenue lt!-22 Intersechon Improvements June 20f2 ' D►vis�on 1 � , ' ' � ��1 � � ' ' LJ In addition, federal wage rates that are included in this contract may also include occupation descriptions in Federal Occupational groups for work also specificalty identified with landscaping such as Laborers with the occupation description, Landscapmg or Planting, or Power Equipment Operators with the occupation description, Mulch Seeding Operator If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered and compared with correspondmg State wage rates The higher wage rate, either State or Federal, becomes the mirnmum wage rate for the work performed m that occupation Contractors are responsible for determining the appropriate crafts necessary to perform the contract work If a classification considered necessary for performance of the work is missing from the Federal Wage Determination applicable to the contract, the Contractor shall mitiate a request for approval of a proposed wage and benefit rate The Contractor shall prepare and submit Standard Form 1444, Request for Authorization of Additional Classification and Wage Rate available at http //www wdol gov/docs/sf1444 pdf, and submit the completed form to the Pro�ect Engineer's office The presence of a classification wage on the Washington State Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of determining a federal classification wage rate 1-07 11 Requirements for Nondiscrimination Section 1-07 11 is supplemented with the foilowing ' (Janucny 3, 2011 WSDOT GSP) � Reauirement For Affirmative Action to Ensure Equal Emplovment Opportunitv (Executive Order 11246) ' ' ' � ' ' 1 The Contractor's attention is called to the Equal Opporturnty Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herem 2 The goals and timetables for minonty and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows Women — Statewide Timetable Until further notice Minorities — bv Standard Metropolitan Statistical Area (SMSA) C�ty of Bremerton , SR303 Comdor— 11th Street at Warren Avenue Intersecbon Improvements lll-23 Goal 6 9% June 2012 Divis�on 1 � Spokane, WA SMSA Counties Spokane, WA WA Spokane Non-SMSA Counties WA Adams, WA Asotin, WA Columbia, WA Ferry, WA Garfield, WA Lincoln, WA Pend Oredle, WA Stevens, WA Whitman Richiand, WA SMSA Counties Richland Kennewick, WA WA Benton, WA Franklin Non-SMSA Counties WA Walla Walla Yakima, WA SMSA Counties Yakima, WA WA Yakima Non-SMSA Counties WA Chelan, WA Douglas, WA Okanogan WA Grant, WA Kittitas, Seattle, WA SMSA Counties Seattle Everett, WA WA King, WA Snohomish Tacoma, WA WA Pierce Non-SMSA Counties WA Clailam, WA Grays Harbor, WA Island, WA Jefferson, WA Kitsap, WA Lewis, WA Mason, WA Pacific, WA San Juan, WA Skagit, WA Thurston, WA Whatcom Portland, OR SMSA Counties Portland, OR-WA WA Ctark Non-SMSA Counties WA Cowlitz, WA Klickitat, WA Skamarna, WA Wahkiakum 28 30 54 36 97 72 72 62 61 45 38 These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federaliy assisted pro�ect, contract, or subcontract until further notice Compliance with these goals and time tables is enforced by the Office of Federal Contract campliance Programs C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-24 Intersection Improvements June 20>2 ' D�wsion 1 � ' ' , , ' ' ' ' 1 , ' ' ' ' ' ' , ' � The Contractor's compliance with the Executive Order and the regulations m 41 CFR Part 60-4 shall be based on its implementation of the Equal Opporturnty Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4 3(a), and its efforts to meet the goals The hours of minority and female employment and trairnng must be substantially urnform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its pro�ects The transfer of mmority or female employees or tramees from Contractor to Contractor or from pro�ect to pro�ect for the sole purpose of ineeting the Contractor's goal shall be a violat�on of the contract, the Executive Order and the regulations in 41 CFR Part 60-4 Compliance with the goals will be measured agamst the total work hours performed 3 The Contractor shall provide written notification to the O�ce of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation The notification shall list the name, address and telephone number of the Subcontractor, employer identification number of the Subcontractor, estimated dollar amount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed The not�fication shall be sent to District Director U S Department of Labor Office of Federal Contract Compliance Programs Seattle District Office 1111 Third Avenue, Suite 745 Seattle, WA 98101-3212 Additional information may be found at the U S Department of Labor website http //www dol gov/ofccp/TAQUides/ctaguide htm 4 As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein Standard Federal Eaual Emplovment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications a Covered Area means the geographical area described in the solicitation from which this contract resulted, b Director means Director, Office of Federal Contract Compliance Programs, Urnted States Department of Labor, or any person to whom the Director delegates authority, c Employer ldentification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U S Treasury Department Form 941, City of Bremerton SR303 Comdor — 11 th Street at Warren Avenue lll-25 June 2012 Intersecbon Improvements D�vision 1 d Mmority includes (1) Black, a person having origins in any of the Black Racial Groups of Africa (2) Hisparnc, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Sparnsh origm (3) Asian or Pacific Islander, a person having origins m any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North Amer�ca, and who maintain cuitural identification through tribal affiliation or commun�ty recognition 2 Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted 3 If the Contractor is participating (pursuant to 41 CFR 60-4 5) m a Hometown Plan approved by the U S Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (includmg goals and timetables) shall be in accordance with that Plan for those trades which have unions participatmg in the Plan Contractors must be able to demonstrate their participation m and compiiance with the provisions of any such Hometown Plan Each Contractor or Subcontractor participating m an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees The overall good faith perFormance by other Contractors or Subcontractors toward a goal m an approved Plan does not excuse any covered Contractor's or Subcontractor's fadure to take good faith effort to achieve the Ptan goals and timetables 4 The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and trairnng of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goais established for the geographical area where the work is bemg performed The Contractor is expected to make substantially urnform progress in meetmg its goals m each craft during the period specified Cdy of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-26 Intersec6on lmprovements June 2012 ' Div�sron 1 � � l__l ' � ' ' ' ' � � � ' ll ' ' ' � 5 Neither the provisions of any collective union with whom the Contractor has � either minorities or women shall excu: specifications, Executive Order 11246, thereto bargainmg agreement, nor the fadure by a collective bargaining agreement, to refer : the Contractor's obligations under these or the regulations promulgated pursuant 6 In order for the nonworking trairnng hours of apprentices and trainees to be counted m meeting the goals, such apprentices and trainees must be employed by the Contractor durmg the traming period, and the Contractor must have made a commitment to employ the apprentices and tramees at the completion of their training, sub�ect to the avadabd�ty of employment opporturnties Trainees must be trained pursuant to traming programs approved by the U S Department of Labor 7 The Contractor shall take specific affirmative actions to ensure equal employment opportunity The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action The Contractor shall document these efforts and shall implement affirmative action steps at least as extensive as the following a Ensure and maintam a working environment free of harassment, mtimidation, and coercion at all sites, and m all facdities at which the Contractor's employees are assigned to work The Contractor, where possrble, wdl assign two or more women to each construction pro�ect The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to mamtam such a working environment, with specific attention to mmority or female indwiduals workmg at such sites or in such facilities b Establish and maintain a current list of mmority and female recruitment sources, provide written notification to mmority and female recruitment sources and to community organizations when the Contractor or �ts unions have employment opporturnties available, and mamtain a record of the orgarnzations' responses c Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and mmority or female referral from a urnon, a recruitment source or commurnty orgarnzation and of what action was taken with respect to each such individual If such indiv�dual was sent to the union hiring hall for referral and was not referred back to the Contractor by the urnon or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken d Provide immediate written notification to the Director when the urnon or unions with which the Contractor has a collective bargairnng agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obiigations C�ty of Bremerton , SR303 Corridor— 11th Street at Wairen Avenue Intersect�on lmprr�vements lII-27 June 2012 Div►s�on 1 ' e Develop on-the �ob training opporturnty andlor participate in trairnng programs for the area which expressly include minorities and women, mcluding upgradmg programs and apprenticeship and trainee prog�ams relevant to the Contractor's employment needs, especially those programs funded or approved by the U S Department of Labor The Contractor shall provide notice of these programs to the sources compded under 7b above Disseminate the Contractor's EEO policy by providing notice of the policy to unions and trairnng programs and requesting their cooperation in assistmg the Contractor in meeting its EEO obligations, by including it in any policy manual and collective bargaining agreement, by publicizing it m the company newspaper, annual report, etc , by specific review of the policy with ali management personnel and with all mmority and female employees at least once a year, and by posting the company EEO policy on bulletin boards accessible to ali empioyees at each location where construction work is perFormed g Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibdity for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc , prior to the initiation of construction work at any �ob site A written record shall be made and maintamed identifymg the time and place of these meetmgs, persons attending, sub�ect matter discussed, and disposition of the sub�ect matter h Disseminate the Contractor's EEO policy externally by includmg it in any advertising m the news media, specifically mcluding minority and female news media, and providmg wntten notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business D�rect its recruitment efforts, both oral and written to minority, female and commurnty organizations, to schools with mmority and female students and to minority and female recruitment and traming organizations servmg the Contractor's recruitment area and employment needs Not later than one month pnor to the date for the acceptance of applications for apprenticeship or other traming by any recruitment source, the Contractor shall send wntten notification to orgarnzations such as the above, descnbmg the openings, screernng procedures, and tests to be used in the selection process � Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to mmonty and female youth both on the site and in other areas of a Contractor's work force k Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3 C�ty of Bremerton SR303 Comdor— 11th Stroet at Warren Avenue Ill-28 Intersect�on lmprovements June 2012 ' D►wslon 1 � � , � � , --, � �J � ' ' ' , � , � �J � , Conduct, at least annually, an mventory and evaluation of all minonty and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc , such opporturnties m Ensure that seniority practices, �ob classifications, work assignments and other personnei practices, do not �have a discriminatory effect by contmually morntoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out n Ensure that all facilities and company actwities are nonsegregated except that separate or single-user toilet and necessary changing faalities shall be provided to assure pnvacy between the sexes o Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations p Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations 8 Contractors are encouraged to participate in voluntary associations which assist m fulfilling one or more of their affirmative action obligations (7a through 7p) The efforts of a contractor association, �oint contractor-union, contractor-commurnty, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of mmorities and women in the mdustry, ensure that the concrete benefits of the program are reflected m the Contractor's minority and female work-force participation, makes a good faith effort to meet its mdividual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behaif of the Contractor The obligation to comply, however, is the Contractor's and failure of such a group to fulfili an obligation shall not be a defense for the Contractor's noncompliance 9 A smgle goal for minorities and a separate single goal for women have been established The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both mmority and non-mmority Consequently, the Contractor may be m violation of the Executive Order if a particular group is employed m substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order rf a specific minority group of women is underutdized) 10 The Contractor shall not use the goals and timetables or affirmafive action standards to discrimmate against any person because of race, color, religion, sex, or national origin 11 The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246 City of Bremerton SR303 Comdor — 11 th Street at Warren Avenue lll-29 June 2012 Intersectron lmprovemenfs D�ws�on 1 1 12 The Contractor shall carry out such sanctions and penaities for violation of these specifications and of the Equal Opportunity Clause, including suspensions, termmations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementmg regulations by the Office of Federal Contract Compliance Programs Any Contractor who fads to carry out such sanctions and penalties shall be m violation of these specifications and Executive Order 11246, as amended 13 The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity If the Contractor fads to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4 8 14 The Contractor shall designate a responsible official to monitor all employment related activity to ensure that #he company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, urnon affiliation if any, empioyee identification number when assigned, social security number, race, sex, status (e g, mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was perFormed Records shall be maintained in an easily understandable and retrievable form, however, to the degree that existing records satisfy this requirement, the Contractors wdl not be required to maintain separate records 15 Nothmg herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hinng of locai or other area residents (e g, those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program) 16 Additional assistance for Federal Construction Contractors on contracts admirnstered by Washmgton State Department of Transportation or by Local Agencies may be found at Washington State Dept of Transportation Office of Equal Opportunity PO Box 47314 310 Maple Park Ave SE Olympia WA 98504-7314 Ph 360-705-7090 Fax 360-705-6801 http //www wsdot wa gov/equalopportunity/defauit htm C►ty of Bremerton SR303 Comdor— 1?th Street at Warren Avenue lll-30 Intersect�on lmprovements June 2012 ' Diwsion 1 � ' ' ' � � (May 7, 2012 WSDOT GSP Ophon 3) Disadvantaged Business Enferprise Condition of Award Partfcipation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this Contract Demonstrating compliance with these specifications is a Condition of Award (COA) of this Contract Failure to comply with the requirements of this specification may result in your bid bemg found to be nonresponsive and may be re�ected DBE COA Goal The Contracting Agency has established a COA Contract goal m the amount of "** 10% and zero hours of traming *** DBE Eligibility/Selection of DBEs , A Directory of Certified DBE Firms denoting the Description of Work the DBE Contractors are certified to perform is available at ' ' ' , � ' ' ' � � , www omwbe wa gov/certification/index shtml The directory provides plain fanguage on the Description of Work that the listed DBE's have been certified by the Office of Mmority and Women's Business Enterprises (OMWBE) to perform The Bidder shall use the Directory of Certified DBE Firms to confirm if a DBE is certified for the "Description of Work" the Bidder lists on the DBE Utdization Certification form # 272-056 EF (see form instructions) and therefore qualifies for credit towards the COA goal Crediting DBE Participation Joint Venture When a DBE performs as a participant in a Joint venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited � DBE Prime Contractor �. A DBE Prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distmct, clearly defined portion of the Work that the DBE Pnme performs with its own forces DBE Subcontractor When a DBE firm participates as a Subcontractor only that portion of the total dollar value of the Contract equal to the distmct, clearly defined portion of the Work that the DBE perForms with its own forces shall be credited Inciude the cost of supplies and materials obtained by the DBE for the Work in the Contract mcluding supplies purchased or equipment leased by the DBE 1 However, you may not take credit for supplies, materials, and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate In addition, Work performed by a DBE, utilizing resources of the Pnme Contractor or �ts a�liates shall not be credited C�ry of Bremerton ' SR303 Comdor— 11th Street at Warren Avenue lntersec6on /mprovements lll-31 June 2012 D�v�sion 1 ' � In very rare situations, a DBE firm may utdize equipment and/or personnel from a non-DBE firm other than the Prime Contractor or its affiliates Should this situation arise the arrangement must be short-term and have prior written approval from the Office of Equal Opportunity (OEO) • Count the entire value of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, techrncal, consultant, managerial services, or for providing bonds or insurance • When a DBE subcontracts to another firm, the value of the subcontracted Work may be counted as pa�ticipation only if the DBE's lower tier Subcontractor is also a DBE Work that a DBE subcontracts to a non-DBE firm shall not be credited • When non-DBE Subcontractor further subcontracts to a lower-tier Subcontractor or supplier who is a certified DBE, then that portion of the Work further subcontracted may be credited as DBE participation, provided it is a distinct clearly defined portion of the Work that the DBE is certified to perform and the DBE Subcontractor performs the Work with its own forces • If a firm is not certified as a DBE at the time of the execution of the contract, their partiapation cannot be counted toward any DBE goals Trucking Use the following factors m determining DBE credit and whether a DBE trucking company is perForming a commercially useful function 1 The DBE must be respons�ble for the management and supervision of the entire truckmg operation for which credit is being claimed 2 The DBE must itseif own and, with its own workforce, operate at least one fully licensed, insured, and operational truck used on the Contract 3 The DBE receives credit oniy for the value of the transportation services it provides on the Contract usmg trucks it owns or leases, licenses, msures, and operates with drivers it employs For purposes of this requirement a lease must indicate that the DBE has exclusive use of and control over the truck This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first priority for use of the leased truck Leased trucks must display the name and identification number of the DBE 4 The DBE may lease trucks from another DBE firm including an owner- operator provided they are certified as a DBE for trucking The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract 5 The DBE may also lease trucks from a non-DBE firm and may enter into an � agreement with an owner-operator who is a non-DBE The DBE shall only receive credit for the number of additional non-DBE trucks equal or less than the number of DBE trucks the firms owns or has leased/subcontracted Cdy of Bremerton SR303 Comdor— 11fh Street at Warren Avenue lll-32 June 2012 lntersecbon lmprovements Drws�on 1 ' � � � ' � � � � ' ' through another DBE truckmg company The DBE must control the work of the non-DBE trucks If the non-DBE is performing the work without supervision of that work by the DBE, the DBE is not performmg a Commercially Useful Function (CUF) 6 In any lease or owner-operator situation, as described in requirement #4 and #5 above, the followmg rules shall apply a A written lease/rental agreement is required for all trucks leased or rented, documenting the ownership and the terms of the agreement The agreements must be submitted and approved by the Contracting Agency prior to the begmning of the Work The agreement must show the leaser's name, truck description and agreed upon amount and method of payment (hour, ton, or per load) All tease agreements shall be for a long-term relationship, rather than for the individual pro�ect (This requirement does not appiy to owner-operator arrangements ) b Only the vehicle, (not the operator) may be leased or rented (This requirement does not apply to owner-operator arrangements) 7 Credit may only be claimed for DBE truckmg firms operating under a subcontract or a written agreement approved by the Contracting Agency prior to performing Work Expenditures paid to other DBEs Expenditures paid to other DBEs for materiais or supplies may be counted foward DBE goals as provided m the followmg Manufacturer � You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer ' A manufacturer is a firm that operates or maintams a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract A manufacturer shall mclude firms that produce � finished goods or products from raw or unfinished material or that purchases and substantially alters goods and materials to make them suitable for construction use before reselling them � � � ' � In order to receive credit as a DBE Manufacturer, the firm must be certified by OMWBE as a manufacturer m a NAICS code that falls within the 31X�CX to 33X�CX ciassification Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies purchased from a DBE regular dealer Rules applicable to regular dealer status are contained in 49 CFR Part 26 55 e 2 Crty of Bremerton SR303 Comdor— 11fh Street at Warren Avenue lIl-33 June 2012 lntersecbon lmprovemenfs Drws�on 1 � � To be considered a regular dealer you must meet the foilowing criteria � WSDOT considers and recognizes a regular dealer, as a firm that owns, operates, or mamtams a store, warehouse, or other establishment m which the materials or supplies required for the perFormance of the Contract and described by the specifications of the Contract�are bought, kept m stock and regularly sold or leased to the public in the usual course of business � Sixty percent (60%) of the cost of materials or supplies purchased from an approved regular dealer may be credited as DBE participation Regular dealer status is granted on a contract-by-contract basis A firm wishing to be approved as a regular dealer for WSDOT contracted pro�ects or Highways & Local Program admirnstered pro�ects must submit a request in writmg to OEO for approval, no later than seven days prior to bid openmg Once the OEO has received the request, an onsite review wdl be set up with the firm and a review conducted to determine the firm's qualifications If it is determined that the firm qualifies as a regular dealer the OEO wdl list the firm on an Approved Regular Dealers List The list may be accessed through the OEO Home website is at , www wsdot wa gov/equalopporturnty Note Requests to be listed as a regular dealer wdl only be processed if the requesting firm is certified by the Office of Minority and Women's Busmess Enterprises m a NAICS code that fall within the 42X�CX NAICS Wholesale code section Materials or Supplies Purchased from a DBE , With regard to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer you may claim credit for the following Fees or commissions charged for assistance in the procurement of the materials and supplies 2 Fees or transportation charges for the delivery of materials or supplies In either case you may not take credit for any part of the cost of the materials and suppbes ' Commercially Useful Function (CUF) The Prime Contractor has a responsibUity and must treat the workmg�, relationship with the DBE such that the DBE �s performmg a commercially useful�function The Prime Contractor may only take credit for Work perFormed by a DBE that is determined to be performing a commercially useful function � � A DBE perForms a commercially useful function when it is responsible for execution of a distinct element of Work and is carrying out its responsibilities by performing, managmg and supervising the Work mvolved The DBE must i 1 � ' � � � � � 1 ' ' � ' � , Crty of Bremerton SR303 Comdor— 11th Street at Warren Avenue I!I-34 ' June 2012 ' lntersection Improvements Drvis►on 1 0 ' ' ' ' also be responsible with respect to materials and supplies used on the Contract For example, negotiating price, determining quality, determirnng quantities, ordering, installing (if applicable) and paying for the material itself • A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, Contract, or pro�ect through which funds are passed Joint Checking Allowance , Prime Contractors and DBEs must receive pre-approval by the OEO before using a �oint check Jomt check requests shall be submitted by the Prime Contractor to the Contracting Agency for approval ' ' , ' l� � l� ' � When requestmg approval for use of a �oint checking ailowance, the Contractor must distnbute a written �oint check agreement among the parties (including the suppliers involved) providing full and prompt disclosure of the expected use of the �oint checks The agreement shall contain all the information concerning the pa�ties' obligations and consequences or remedies if the agreement is not fulfilled or a breach occurs The �oint check request shall be submitted to the Contracting Agency for approval prior to signing the contract agreement The following are some general conditions that must be met by atl parties regarding �omt check use a It is understood that the Prime Contractor acts solely as the guarantor of a �oint check b The DBE's own funds are used to pay supplier of materials The Pnme Contractor does not make direct payment to supplier In order to be performing a Commercially Useful Function (CUF), the DBE must release the check to the supplier (paying for the materials it-self and not be an extra partiapant m a transaction) _ c If the Prime Contractor makes �omt checks available to one DBE Subcontractor, the service must be made avadable to all Subcontractors (DBE and non-DBE) d The relationship between the DBE and its suppiiers should be established independently of and without interference by the Prime Contractor The DBE has final decision-making responsibility concerning the procurement of materials and supplies, mcluding which supplier to use ' e The Prime Contractor and DBE shall be able to provide receipts, invoices, cancelled checks and/or certification statements of payment if requested by the Contracting Agency � ' ' f The DBE remains responsible for all other elements of 49 CFR 26 55(c)(1) City of eremerton SR303 Comdor— 11th Street at Warren Avenue Ill-35 June 2012 intersecbon lmprovements D�ws�on 1 Fadure by the Prime Contractor to request and receive prior approval of a �omt check arrangement will result in the �oint check amount not countmg towards the Prime Contractor's DBE goal Disadvantaged Business Enterprise Utilization Certification FORM # 272-056 EF To be eligible for award of the Contract, the Bidder shall properly complete and submit a Disadvantaged Business Enterprise Utilization Certification with the Bidder's sealed Bid Proposal, as specified Section 1-02 9 Delivery of Proposal The Bidder's Disadvantaged Business Enterprise Utilization Certification must clearly demonstrate how the Bidder intends to meet the DBE COA goal A Disadvantaged Business Enterprise Utdization Certification (form # 272-056 EF) is included in your Proposal package for this purpose as well as instructions on how to properly fill out the form In the event of arithmetic errors in completmg the Disadvantaged Business Enterprise Utilization Certification the amount listed to be applied towards the goal for each DBE shail govern and the DBE totai amount shall be ad�usted accordmgly Note The Contracting Agency shall consider as non-responsive and shall re�ect any Bid Proposal submitted that does not contain a Disadvantaged Business Enterprise Utilization Certification that accurately demonstrates how the Bidder mtends to meet the COA goal Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s) FORM # 422-031 EF The Bidder shafl submit a complete and accurate Disadvantaged Busmess Enterprise (DBE) Written Confirmation Document for each DBE firm listed in the Bidder's completed Disadvantaged Busmess Enterprise Utilization Certification as submitted with the bid Fadure to do so wdl result m the associated partic�pation being disallowed, which may result in bid re�ection A Disadvantaged Business Enterprise (DBE) Written Confirmation Document (form No 422-031 EF) is included in your Proposal package for this purpose The form(s) shall be received as specified m the special prowsions for Section 1-02 9 Delivery of Proposal It is prohibited for the Bidder to require a DBE to submit a Written Confirmation Document with any part of the form left blank Should the Contracting Agency determine that a Written Confirmation Document was signed by a DBE that was not complete, the validity of the document comes mto question and the associated DBE Participation may not receive credit Ciry of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-36 June 2012 lntersection lmprovements Div�sron 1 � ' , Selection of Successful Bidder/Good Faith EfForts (GFE) The successful Bidder s#�ali be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the DBE COA goal Achievmg the goal may be accomplished in one of two ways, as follows ' 1 By meetina the Qoal The best mdication of good faith efforts is to document, through submission of the Disadvantaged Busmess Enterprise Utdization Certification and supportmg Disadvantaged Business Enterprise (DBE) Written Confirmation ' Document(s) that the Bidder has obtained enough DBE participation to meet or exceed the assigned DBE COA contract goal That bemg the case no additional GFE documentation is required Or, , ' ' ' , � 2 By documentation that it made adequate GFE to meet the aoal The Bidder may demonstrate a GFE m whole or part through GFE documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient DBE participation have been unsuccessful In this case, the Bidder must supply GFE documentation in addition to the Disadvantaged Business Enterpr�se Utilization Certification, and supporting Disadvantaged Business Enterprise (DBE) Written Confirmation document(s) Note In the case where the Bidder was awarded the contract based on demonstratmg adequate GFE the advertised DBE goal wiil not be reduced to the Bidder's partial commitment The Bidder shall demonstrate a GFE durmg the life of the Contract to attain the DBE Condition of Award (COA) Goal as assigned to the pro�ect Good Faith Efforts (GFE) Documentat�on GFE documentat�on shall be received, as specified in the special provisions for Section 1-02 9 Delivery of Proposal Based upon all the relevant documentation submitted in Bid or as supplement to Bid, � the Contracting Agency shall determine whether the Bidder has demonstrated a sufficient GFE to achieve DBE participation The Contracting Agency wdl make a fair and reasonable �udgment of whether a Bidder that did not meet the goal through ' participation, made adequate good faith efforts as demonstrated by the GFE documentation �__I �' �_J , ' The followmg is a list of types of actions, which would be considered as part of the Bidder's GFE to achieve DBE participation It is not intended to be a mandatory checklist, nor is it mtended to be exclusive or exhaustive Other factors or types of efforts may be relevant in appropriate cases 1 Attendance by the Bidder at any pre-solicitation or pre-Bid meetings that were scheduled by the Contracting Agency to inform DBEs of contracting and subcontracting or material supply opporturnties available on the pro�ect, Ciry of Bremerton SR303 Comdor— 11 th Street at Warren Avenue lll-37 June 2012 IntersecGon Improvements Division 1 �� 2 Contacting local Tribes, Tnbal Employment Rights Offices (TERO) . concerning the subcontractmg or supply opporturnties m sufficient time to allow the enterprises to participate effectively, 3 Selection by the B�dder of specific economically feasible units of the pro�ect to be perFormed by DBEs in order to mcrease the likelihood of participation by DBEs even if the Bidder preferred to perform these Work items as the Pnme Contractor, 4 Advertis►ng by the Bidder in general circulation, trade association mmority and trade oriented, women focus publications, concerning the subcontractmg or supply opporturnties, 5 Providing written notice from the Bidder to a reasonable number of specific DBEs, identified from the OMWBE Directory of Certified DBE Firms for the selected subcontracting or materiai supply Work, in sufficient time to allow the enterprises to partiapate effectively, 6 Follow-up by the Bidder of initial soliatations of interest by contacting the DBEs to determine with certamty whether they were interested Documentation of this kind of action shall mclude the �nformation outlined below a The names, addresses, telephone numbers of DBEs who were contacted, the dates of mitial contact, and whether mitial solicitations of interest were followed-up by contact�ng the DBEs to determine with certainty whether the DBEs were interested, b A description of the information provided to the DBEs regarding the plans, speafications, and estimated quantities for portions of the Work to be perFormed, c Documentation of each DBE contacted but re�ected and the reason(s) for that re�ection, 7 Providing, to mterested DBEs, adequate mformation about the plans, specifications, and requirements for the selected subcontractmg or material supply Work, 8 Negotiating in good faith with the DBE firms, and not, without �ustifiable reason, re�ecting as unsatisfactory, Bids that are prepared by any DBE The DBE's standing within its industry, membership in specific groups, organizations, or associations and political or social affdiations - union vs non-union employee status - are not legitimate causes for the re�ection or non-solicitation of bids m the Prime Contractor's efforts to meet the pro�ect goal, 9 Advertising and making efforts to obtam DBE participation that were reasonably expected to produce a level of participation su�aent to meet the goal or requirements of the Contracting Agency, C�ty of Bremerton SR303 Comdor— 11th Street at Wanen Avenue !11-38 June 2012 Intersechon Improvements D�v�sron 1 ' I1 , u ' , ' ' 10 Making any other efforts to obtam DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency, 11 Using the services of minority commurnty orgarnzations, minority contractor groups, local, State, and federal minority business assistance offices and other organizations identified by WSDOT and advocates for disadvantaged, mmority, and women businesses that provide assistance in the recruitment and placement of disadvantaged, mmonty, and women busmess enterpnses, and 12 Usmg the WSDOT OEO DBE Supportive Services to assist you For more �nformation please contact the OEO by calling toll free at (888) 259-9143 or emailing dbess@wsdot wa gov Administrative Reconsideration of GFE Documentation Any Bidder has the right to reconsideration but only for the purpose of reassessing their GFE documentation that was determmed to be inadequate • The Bidder must request and schedule a reconsideration hearing within seven calendar days of notificat�on of being nonresponsive or forFeit the right to reconsideration � The reconsideration decision on the adequacy of the Btdder's GFE ' documentation shall be made by an official who did not take part in the original determination , • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder's position as to why the GFE documentation demonstrates a sufficient effort ' • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five business days of the hearing explaining the basis for their finding � ' ' ' ' C! Procedures between Award and Execution After Award and prior to Execution the Bidder shall provide the additional information described below Fadure to comply shall result in the forfeiture of the Bidder's Proposal bond or deposit 1 Additional information for all successful DBE's as shown on the Disadvantaged Business Enterprise Utdization Certification a Correct busmess name, federal employee identification number (if available), and mading address b List of all Bid items assigned to each successful DBE firm, including unit prices and extensions Crty of Bremerton ' SR303 Comdor — 11 th Street at Warren Avenue Intersectron Improvements lll-39 June 2012 Div�s�on 1 ' c Description of partial items (if any) to be sublet to each successful DBE firm specifying the distinct elements of Work under each item to be perFormed by the DBE and including the dollar value of the DBE portion Total amounts shown for each DBE shall not be less than the amount shown on the Disadvantaged Business Enterprise Utilization Certification A breakdown that does not conform to the Disadvantaged Busrness Enterprise Utilization Certification or that demonstrates a lesser amount of DBE participation than that included m the Disadvantaged Busmess Enterprise Utilization Certification wdl be returned for correction 2 A list of all firms who submitted a Bid or quote m an attempt to participate in this pro�ect whether they were successful or not Include the business name and a madmg address Note The firms identified by the Prime Contractor may be contacted by the Contracting Agency to solicit general information as follows age of the firm and average of its gross annual receipts over the past three-years Procedures after Execution Crediting DBE Participation toward AAeeting the Goai Reporting All DBE work whether COA or race neutral partiapation is reported The Prime Contractor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422-102 EF) on a quarterly basis for any calendar quarter in which DBE has accomplished Work or upon completion of the pro�ect, as appropriate The dollars are to be reported as specified herem In the event that the payments to a DBE have been made by an entity other than the Prime Contractor, as in the case of a lower-tier Subcontractor or supplier, then the Prime Contractor shall obtain the quarterly report, includmg the signed affidavit, from the paying entity and submit the report to the Contracting Agency Changes in DBE COA participation Owner initiated Change Orders The Prime Contractor shall demonstrate a GFE to substitute COA DBE participation when the Contracting Agency deletes Work items by change order that impact a COA DBE's Work When the Contract ailows alternate Work methods which serve to delete or create under-runs m COA DBE Work then the Prime Contractor must provide documentation of negotiating the change with the DBE that was to perform the reduced Work and demonstrate a GFE to substitute other DBE COA participation Gty of Bremerton SR303 Comdor— 1>th Straet at Warren Avenue IIl-4p Intersecbon lmprovements June 2012 , Diws�on 1 � ' �� � ' I � ' ' ' ' C J ' ' , , Ij � ' ' ' L� Originai Quantity Under runs In the event that Work committed to a DBE firm as part of the COA under runs the original planned quantities the Prime Contractor shall demonstrate a GFE to subst�tute other DBE COA participation Contractor-Initiated Proposals—General The Contractor cannot reduce the amount of work committed to a DBE firm at contract award without good cause and only with written concurrence from the OEO Reduang a COA DBE's Work is viewed as a partial DBE termination, sub�ect to the procedures below DBE Termination A COA DBE Subcontractor may only be terminated in whole or part with the approval of the Contracting Agency (in coordmation with OEO) Approval wdl be granted provided the Prime Contractor demonstrates that the terminat�on is based on good cause Good cause typically includes situations where the DBE Subcontractor is unable or has failed to perform the work of its subcontract in accordance with normal mdustry standards Wh�le not all mciusive, some examples of good cause inciude the following circumstances Good cause may exist d • The listed DBE Subcontractor fails or refuses to execute a written contract • The listed DBE Subcontractor fails or refuses to perForm the work of its subcontract m a way consistent with normal industry standards + The listed DBE Subcontractor fails or refuses to meet the Prime Contractor's reasonable, nondiscriminatory bond requirements • The listed DBE Subcontractor becomes bankrupt, msolvent, or exhibits credit unworthiness � The listed DBE Subcontractor is ineligible to work on public works pro�ects because of suspension and debarment proceedings pursuant 2 CFR Parts 180, 215 and 1,200 or appiicable state law + The listed DBE Subcontractor voluntardy withd�aws from the pro�ect and provides to you written notice of its withdrawal � The listed DBE is melig�ble to receive DBE credit for the type of work required • A DBE owner dies or becomes disabled with the result that the listed DBE is unable to complete its work on the contract Good cause does not exist if � The Pnme Contractor seeks to termmate a COA DBE so that the Prime can self-perform the Work C�ty of Biemerton SR303 Comdor— 11th Street at Warren Avenue lll-41 June 2012 Intersect�on Improvements Drvis�on 1 ' • The Prime Contractor seeks to terminate a COA DBE so the Prime Contractor can substitute another DBE or non-DBE after contract award + The failure or refusal of the DBE Subcontractor to perform its work on the subcontract results from the bad faith or discriminatory action of the Prime Contractor (e g, the failure of the Pnme Contractor to make timely payments or the unnecessary placing of obstacles in the path of the DBE's Work) Pnor to requesting termmation, the Prime Contractor must give notice in writmg to the DBE Subcontractor with a copy to the Contractmg Agency of its mtent to request to terminate DBE work and the reasons for domg so The DBE Subcontractor shall have five (5) days to respond to the prime Contractor's notice The DBE's response shall either support the termination or advise the Contracting Agency and the Prime Contractor of the reasons �t ob�ects to the termmation of its subcontract Decertification When a DBE is performmg as a COA in any capacity and the DBE becomes decertified dunng the course of the Work for reasons other than graduation, the portion of the Work perFormed after the decertification shall not be credited and the Contractor is obligated to make a good faith effort to substitute other DBE participation to meet the goal Counting payments Payments to a DBE firm wdl count toward DBE goals only if the participation is in accordance with these specifications Prompt Payment Prompt payment to all Subcontractors shall be m accordance with Section 1- 08 1(1) of these Contract special provisions Payment Compensation for all costs involved with complying with the conditions of this specification and any other associated DBE requirements is included m payment for the associated Contract items of Work Damages for Noncompliance The Prime Contractor shall not discriminate on the basis of race, color, national origm, or sex in the perFormance of this Contract The Prime Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and admmistration of Contracts, which contain funding assistance from the United States Department of Transportation Failure by the Prime Contractor to carry out these requirements is a materiai breach of this Contract, which may resuit in the Termmation of this Contract or such other remedy as the Contracting Agency deems appropriate C►ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue IlI-42 Intersechon Improvements June 2012 , D�ws�on 1 � 1 1 ' � � , , � If the Pnme Contractor does not compiy with any part of its Contract as required under 49 CFR part 26, and/or any other applicable law or regulation regarding DBE, the Contractmg Agency may withhold payment, suspend the abdity of the Prime Contractor to participate in future Contracting Agency contracts, impose sanctions or Terminate the Contract, and sub�ect the Prime Contractor to civd penalties of up to ten percent of the amount of the Contract for each violation In the case of WSDOT Contracts, prequalification may be suspended pursuant to WAC 468-16-180, and continuous violations (exceedmg a single violation) may also disqualify the Prime Contractor from further participation in WSDOT Contracts for a period of up to three years An apparent iow Bidder must be in compliance with these Contract Provisions as a cond�tion precedent to the grantmg of a notice of award by the Contracting Agency The Prime Contractor is entitled to request an ad�udicative proceedmg with respect to the Contractmg Agency's determination of Contract violation and assessed penalties by filmg a written appiication within thirty days of receipt of notification The adJudicative proceeding, if requested, will be conducted by an administrative law �udge pursuant to the procedures set forth in RCW 34 05 and Chapter 10 08 of the Washington Admirnstrative Code 1-07.12 Federal Agency Inspection � Section 1-07 12 is supplemented with the following (March 13, 1995 WSDOT GSP) ' Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflictmg provisions of the Standard Specifications and are made a part of this Contract, provided, however, that if any of the provisions of , FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail ` , � �i� , � '� �J The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto m each subcontract, together with the wage rates which are part of the FHWA 1273, as amended Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates The Contractor shall also ensure that this section, REQU(RED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors For this purpose, upon request to the pro�ect Eng�neer, the Contractor will be provided w�th extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision City of Bremerton , SR303 Comdor — 11 th Street at Wa�ren Avenue Intersectron Improvements lll-43 June 2012 D�ws►on 1 �� ' 1-07.13 Contractor's Responsibility for Work 1-07.13(4) Repair of Damage Section 1-07 13(4) is rev�sed to read (August 6, 2001 WSDOT GSP) The Contractor shall promptly repa�r all damage to either temporary or permanent work as directed by the Engineer For damage qualifying for relief under Sections 1-0713(1), 1-07 13(2) or 1-07 13(3), payment will be made in accordance with Section 1-04 4 Payment will be limited to repair of damaged work only Na payment wdl be made for delay or disruption of work 1-07.17 Utilities and Similar Facilities Section 1-07 17 is supplemented with the following (Aprt12, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existmg facilities are �n accordance with available information obtained without uncovermg, measuring, or other venfication Public and pnvate utilities, or their Contractors, will furnish ail work necessary to ad�ust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions Such ad�ustment, relocation, replacement, or construction wdl be done during the prosecution of the work for this pro�ect It is anticipated that utility ad�ustment, relocation, replacement, or construction within the pro�ect limits will be completed as follows "'"* As descnbed in the Contract Plans and Division 8 of these Special Provisions *** The Contractor shall attend a mandatory utdity preconstruct�on meetmg with the Engineer, all affected Subcontractors, and al! utifity owners and their Contractors prior to beginrnng onsite work The following addresses and telephone numbers of utdity comparnes or the�r Contractors that wdl be ad�usting, relocating, repiacing or constructing utdities within the pro�ect {im�ts are supplied for the Contractor's use *** Storm Drainage City of Bremerton Contact Gunnar Fridnksson 3027 Olympus Dr�ve Bremerton, WA 98310-4799 (360) 473-5270 Water/Sanitary C�ty of Bremerton Contact Ned Lever 3027 Olympus Drive Bremerton, WA 98310 (360) 473-5270 Gty of Bremerton SR303 Comdor— 11th Street at Waisen Avenue se Intersechon Improvements Telephone Century Link Contact Dan O'Toole 611 6th Street Bremerton, WA 98337 (360) 478-5930 Power Puget Sound Energy Contact Tom Brobst 22884 Ryen Drive NW Mail Stop POU-SVC Poulsbo, WA 98370 (206) 475-7020 !11-44 June 2012 ' Div�sion 1 � C� �� , ' � ' ' LJ ' � , ' Gas Cascade Natural Gas Co Contact Mike Dunn 6313 Kitsap Way Bremerton, WA 98310 (360) 373-1403 Fiber Optic Cable Convergence Technologies Contact John Stockwell 900 Sheridan Road Bremerton, WA 98310 (360) 405-1231 Cable Comcast Contact J�m LeCompte 1225 Sylvan Way Bremerton, WA 98310 (360) 340-1288 Fiber Optic Cable Kitsap Co PUD Contact Matt Hensen 1431 Finn Hill Road Poulsbo, WA 98370 (360) 509-8925 *"* *** The Contractor shall notify all utility o�ces which are affected by the construction operation at least two (2) working days in advance Under no circumstances expose any utdity without first obtainmg permission from the appropriate agency Once permission has been granted, locate, expose, and provide temporary support for all existing underground utdities *** _ 1-07.18 Public Liability and Property Damage insurance Delete this section m its entirety, and replace it with the following 1-0718 Insurance (January 24, 2091 APWA GSP) 1-07 18(1) Generai Requirements A The Contractor shall obtain the insurance described m this section from insurers approved _ by the State Insurance Commissioner pursuant to RCW Title 48 The insurance must be provided by an insurer with a rating of A- VII or higher in the A M Best's Key Rating Gwde, which is ficensed to do business in the state of Washington (or issued as a surplus line by a° Washington Surplus lines broker) The Contractmg Agency reserves the right to approve or re�ect the msurance provided, based on the insurer (includ�ng financial condition), terms and coverage, the Certiflcate of Insurance, and/or endorsements ' B The Contractor shall keep this insurance m force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise mdicated (see C below) � � , ' C If any insurance policy is wntten on a claims made form, its �etroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract The policy shall state that coverage is claims made, and state the retroactive date Claims-made form coverage shall be maintamed by the Contractor for a mirnmum of 36 months following the Final Completion or eariier termination of this Contract, and the Contractor shali annually provide the Contracting Agency with proof of renewal If renewal of the claims made form of coverage becomes unavadable, or economically prohibitive, the Corrtractor shall purchase an extended reporting period ("tad") or execute another form of guarantee acceptable to the Contractmg Agency to assure financial responsibdity for liability for services performed C�ty of Bremerton ' SR303 Comdor— 1 ith Sheet at Warren Avenue Intersecf�on lmpiovements 111-45 June 2012 D�ws►on 1 ' D The insurance policies shall contain a"cross liabdity" provision E The Contractor's and all subContractors' msurance coverage shall be primary and non- contributory insurance as respects the Contractmg Agency's insurance, self-insurance, or insurance pool coverage F The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two busmess days of their receipt of such notice G Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s) H The Contractor shall not begin work under the Contract untd the required msurance has been obtained and approved by the Contractmg Agency Fadure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five busmess days notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency J All costs for insurance shail be incidental to and included in the unit or lump sum prices of the contract and no additional payment wiil be made 1-07.18(2) Additional insured All insurance policies, with the exception of Professional Liabdity and Workers Compensation, shail name the following listed entities as additional msured(s) ■ the Contractmg Agency and its officers, elected officials, employees, agents, and 3 volunteers � Washington State Department of Transportation and its employees, agents, and volunteers ■ Olympic College and its employees, agents, and volunteers ' $$3$$ The above-listed entities shall be additional msured(s) for the full avadable limits of liability mamtamed by the Contractor, whether primary, excess, contmgent or otherwise, irrespective of whether such limits mamtained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07 18(3) describes limits lower than those maintained by the Contractor 1-0718(3) Subcontractors Contractor shali ensure that each subcontractor of every tier obtains and maintams at a minimum the msurance coverages listed in 1-07 18(5)A and 1-07 18(5)B Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance C�ty of BremeRon SR303 Comdor — 11 th Street at Warren Avenue !11-46 June 2012 Intersecbon Improvements D�wsron 1 ' ' �� � � ' � i� �I ' , r , �� ' � ��� � 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contractmg Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor del�vers the signed Contract for the work The certificate and endorsements must conform to the following requirements 1 An ACORD certificate or a form determ�ned by the Contracting Agency to be equivalent 2 Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07 18(2) as Additional Insured(s), showing the policy number The Contractor may submit a copy of any blanket additional msured clause from its policies instead of a separate endorsement A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement 3 Any other amendatory endorsements to show the coverage required herem 1-07.18(5) Coverages and Limits The insurance shall provide the mmimum coverages and limits set forth below Prov�ding coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits All deductibles and self-msured retentions must be disciosed and are sub�ect to approval by the Contracting Agency The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor 1-07.18(5)A Commercial General L�a6ility A policy of Commercial General Liability Insurance, includmg Per pro�ect aggregate Premises/Operations Liability Products/Compieted Operations — for a period of one year following final acceptance of the work Personal/Advertising In�ury Contractual Liability Independent Contractors Liability Stop Gap / Empioyers' Liability Explosion, Coilapse, or Underground Property Damage (XCU) Blastmg (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the foliowing minimum limits $1,000,000 $2,000,000 $1,000,000 $1,000,000 Each Occurrence General Aggregate Products & Completed Operations Aggregate Personal & Advertismg In�ury, each offence ' Stop Gap / Employers' Liabdity $1,000,000 Each Accident ' $1,000,000 Disease - Policy Limit City of Bremerton � SR303 Comdor— 11 th Strtset at Warren Avenue lntersect�on Improvements Ill-47 June 2012 Drvrsron 1 1 $1,000,000 Disease - Each Employee 1-07.18(5j6 Automobile Liability Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached d"pollutants" are to be transported Such policy(ies) must provide the following minimum limit $1,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as reqwred by the Industrial Insurance laws of the state of Washington 1-07.18(5)F Excess or Umbrella Liability (May ?0, 2006 APWA GSP) The Contractor shall provide Excess or Umbrella Liability coverage at limits of $$1$$ million per occurrence and annual aggregate This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combmation thereof 1-07.23 1-07.23(1) Public Convenience and Safety Construction Under Traffic Section 1-07 23(1) is supplemented with the following (January 2, 2012 WSDOT GSP) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies durmg working and nonworking hours The WZCZ applies only to temporary roadside ob�ects introduced by the Contractor's operations and does not apply to preexisting conditions or perrianent Work Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barner The use of temporary concrete barrier shall be permitted only �f the Engineer approves the installation and location Durmg actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above Crty of Bremerton SR303 Comdar— 11th Street at Warren Avenue lll-48 June 2012 Intersecbon Improvements D�v�s�on 1 ' ' 1 ' � � � , Deviation from the above requ�rements shall not occur unless the Contractor has requested the deviation in writmg and the Engineer has provided written approval Minimum WZCZ distances are measured from the edge of traveled way and wiil be determined as follows Distance From , Regulatory Traveled Way Posted S eed Feet 35 m h or less 10* 40 m h 15 45 to 55 m h 20 60 m h or reater 30 *or 2 feet beyond the outside edge ot siaewaiK Minimum Work Zone Clear Zone Distance 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section m its entirety, and replace it with the following Street right of way lines, limits of easements, and limits of construct�on permits are indicated ' in the Plans The Contractor's construction activities shali be confined within these limits, unless arrangements for use of private property are made � , ' � ' � 1 � ' ' Generally, the Contracting Agency wdl have obtained, prior to bid opernng, all rights of way and easements, both permanent and temporary, necessary for carrying out the work Exceptions to this are noted m the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum Whenever any of the wo�lc is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the pnvate property Copies of the easement agreements may be included m the Contract Provisions or made avadable to the Contractor as soon as practical after they have been obtamed by the Engineer Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans The Contractor shall not proceed with any port�on of the work in areas where right of way, easements or nghts of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received if the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor wdl be entitled to an extension of t�me The Contractor agrees that such delay shail not be a breach of contract Each property owner shall be given 48 hours' notice prior to entry by the Contractor This includes entry onto easements and private property where private improvements must be ad�usted Ciry of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-49 June 2012 Intersechon Improvements Divis�on ! ' ' The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs However, before using any private property, whether ad�oining �the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interFered with by reasons of construction pursued under this contract The statement shall be signed by the pnvate property owner, or proper authority actmg for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtamed or, in the case of a release, that the restoration of the property has been satisfactorily accomplished The statement shall mclude the parcel number, address, and date of signature Written releases must be filed with the Engineer before the Completion Date will be established , 1-08 PROSECUTION AND PROGRESS Add the following new section 1-08.0 Preliminary Matters (May 2S, 2006 APWA GSP) Add the following new section ' I ,I , ' ' � New Section ' 1-08.0(1) Preconstruction Conference New Section (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited The purpose of the preconstruction conference wdl be 1 2 3 4 6 To review the initial progress schedule, To establish a workmg understanding among the various parties associated or affected by the work, - To establish and review procedures for progress payment, notifications, approvals, submittals, etc , To establish normal workmg hours for the work, To review safety standards and traffic control, and � To discuss such other related items as may be pertinent to the work a The Contractor shall prepare and submit at the preconstruction conference the following 1 A breakdown of all lump sum items, 2 A preliminary schedule of working draw�ng submittals, �f applicable, and 3 A list of material sources for approval, if applicable C�ry of 8remerton SR303 Comdor— 11th Street at Warren Avenue !11-50 lntersection Improvements 1 � June 2012 ' Drv�sron 1 � 1 1 1 , � � Add the followmg new section 1-08.0(2) Hours of Work (June 27, 2011 APWA GSP) New Section Except m the case of emergency or uniess otherwise approved by the Contracting Agency, the normal straight t�me working hours for the contract shali be any consecutive 8-hour period between 7 00 a m and 6 00 p m of a working day with a maximum 1-hour lunch break and a 5-day work week The nomnal straight time 8-hour workmg period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the work Wntten permission from the Engineer is required, if a Contractor desires to perForm work on , holidays, Saturdays, or Sundays, before 7 00 a m or after 6 00 p m on any day, or longer than an 8-hour period on any day The Contractor shall apply m wrrtmg to the Engineer for such permission, no later than noon on the workmg day prior to the day for which the Contractor is requesting permission to work �J � ' !I �� �I ' , � � � i i Permission to work between the hours of 10 00 p m and 7 00 a m during weekdays and between the hours of 10 00 p m and 9 00 a m on weekends or holidays may also be sub�ect to noise control requirements Approval to continue work dur�ng these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the publ�c or ad�ommg property owners regarding the noise from the Contractor's operat�ons The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normai straight time working hours Monday through Friday may be given sub�ect to certain other conditions set forth by the Contractmg Agency or Engineer These conditions may mclude but are not limited to • The Engmeer may require designated representatives to be present during the work Representatives who may be deemed necessary by the Engineer include, but are j not limited to survey crews, personnel from the Contracting Agency's material testing lab, mspectors, and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence • On non-Federal aid pro�ects, requiring the Contractor to reimburse the Contract�ng Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked durmg such times � Cons�denng the work performed on Saturdays, Sundays, and holidays as workmg days with regard to the contract time Considering multiple work shifts as multiple working days w�th respect to contract t�me, even though the multiple shifts occur in a single 24-hour period C�ry of Bremerton , SR303 Corndor— 11 th Street at Warren Avenue Intersection Improvements lll-51 June 2012 D�wsron 1 � 1-08.1 Subcontracting 1-08.1(1) Subcontract Completion and Return of Retainage 1fVithheld Section 1-08 1(1) is revised to read (June 27, 2011 WSDOT GSP) The following procedures shall apply to all subcontracts entered mto as a part of this Contract Requirements 1 The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (90) days after receipt of payment from the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein 2 Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactonly completed 3 For purposes of this Section, a Subcontractor's work is satisfactordy completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testmg 4 Failure by a Pnme Contractor or Subcontractor to comply with these requirements may result in one or more of the following a Withholding of payments untd the Prime Contractor or Subcontractor complies b Fadure to comply shall be reflected in the Pnme Contractor's Performance Evaluation c Canceliatron, Termmation, or Suspension of the Contract, m whole or m part d Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1-08 1 Also, it is not intended to bestow upon any Subcontractor, the status of a third-party beneficiary to the Contract between the Contractmg Agency and the Contractor Payment The Contractor will be solely responsibie for any add�tional costs mvolved in paymg retainage to the Subcontractors Those costs shall be incidental to the respective Bid Items C�ry of Bremerton SR303 Comdor— 11th Street at Warren Avenue UI-52 lntersecbon Improvements June 2012 , Diws�on 1 � ' , 1-08.4 Prosecution of Work 1 ' ' ' ' ' u , ' , ' ' ' lJ ' Delete this section in its entirety, and replace it with the followmg 1-08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency The Contractor shall not commence with the work untd the Notice to Proceed has been given by the Engineer The Contractor shail commence construction activities on the pro�ect site within ten days of the Notice to Proceed Date, unless otherwise approved m writmg The Contractor shall diligently pursue the work to the physical completion date within the time spec�ied in the contract Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work withm the time(s) specified m the contract When shown m the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract Instailation of high visibdity fencmg ad�acent to the roadway shall occur after the piacement of all necessary signs and traffic control devices in accordance with 1-101(2) Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence No other work shall be perFormed on the site untd the Contracting Agency has accepted the installation of high visibility fencing, as described m the Contract 1-08.5 Time for Completion (June 28, 2007 APWA GSP, Opt�on A) Revise the third and fourth paragraphs to read Contract time shall begin on the first workmg day following the Notice to Proceed Date Each working day shall be charged to the contract as it occurs, untd the contract work is physicaily complete If substantial completion has been granted and all the authorized workmg days have been used, chargmg of workmg days will cease Each week the Engineer wdl provide the Contractor a statement that shows the number of working days (1) charged to the contract the week before, (2) specified for the physical completion of the contract, and (3) remaining for the physical completion of the contract The statement will also show the nonworking days and any partial or whole day the Engmeer declares as unworkable Withm 10 calendar days after the date of each statement, the Contractor shall fde a written protest of any alleged discrepancies in it To be considered by the Engmeer, the protest shall be in sufficient detad to enable the Engineer to ascertam the basis and amount of time d�sputed By not filmg such detailed protest m that period, the Contractor shall be deemed as having accepted the statement as correct If the Contractor elects to work 10 hours a day and 4 davs a week (a 4-10 schedule) and the fifth dav of the week in which a 4-10 shift is worked would ordinardv be charged as a working day then the fifth dav of that week wdl be charqed as a workin4 day whether or not the Contractor works on that d�L Revise the s�xth paragraph to read Ciry of B�merton ' SR303 Comdor — 11 th Street at Warren Avenue Infersecbon lmprovements lll-53 June 2012 D�ws�on 1 ' The Engmeer will give the Contractor wntten notice of the completion date of the contract after a�l the Contractor's obligations under the contract have been performed by the Contractor The foliowing events must occur before the Completion Date can be established 1 The physicai work on the pro�ect must be complete, and 2 The Contractor must furrnsh ali documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract The following documents must be received by the Pro�ect Engineer prior to establishing a completion date a Certified Payroils (Federal-aid Pro�ects) b Material Acceptance Certification Documents c Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions d Final Contract Voucher Certification e Property owner releases per Section 1-07 24 1-08 6 Suspension of Work Section 1-08 6 is supplemented with the following (August 7, 2006 WSDOT GSP) Contract time may be suspended for verification of HMA mix designs or for procurement of critical materials (Procurement Suspension) In order to receive a Procurement Suspension, the Contractor shall within 30 calendar days after execution by the Contractmg Agency, subm�t a11 HMA mix designs according to Section 5-04 3(7)A or place purchase orders for all materials deemed critical by the Contracting Agency for physical completion of the contract The Contractor shall provide a copy of the completed DOT Form 350-042 indicatmg the date the mix design was submitted, or copies of purchase orders for the cr�ticai materials Such purchase orders shail disclose the purchase order date and estimated del�very dates for such cr�tical material The Contractor shall show mix design verification or procurement of the materials listed below as activities m the Progress Schedule If the approved Progress Schedule mdicates that the mix design verification or matenals procurement are crit�cal activities, and if the Contractor has provided documentation that mix designs are submitted or purchase orders are placed for the cntical materials within the prescribed 30 calendar days, then contract time shall be suspended upon physical completion of all critical work except that worked dependent upon the below listed critical materials *** Signal Standards and Arms and Controller Cabmet *** Charging of contract time will resume upon the Contractors' receipt of a mix design verification report, delivery of the critical materials to the Contractor, notification that the critical materials are ready for delivery to the Contractor from the Contracting Agency's Matenals Laboratory, or "** 60 *�'"` calendar days after execution by the Contracting Agency, whichever occurs first No additional Procurernent Suspension will be provided if the Contractors HMA mix designs did not verify and are resubmitted C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-54 June 2012 Intersecbon Improvements D�wsron 1 ■�J �J ' 1-08.7 Ma�ntenance During Suspension (October 1, 2005 APWA GSP) Revise the second paragraph to read At no expense to the Contract�ng Agency, the Contractor shall provide through the ' construction area a safe, smooth, and unobstructed roadway sidewalk, and path for public use during suspension (as required in Section 1-07 23 or the Special Provisions) This may include a temporary road or detour ' 1-09 MEASUREMENT AND PAYMENT ' � � ' ' C ' , � � � , � � 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following The Contracting Agency has estimated and mcluded in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders All such dollar amounts are to become a part of Contractor's total bid However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work wdi correspond with those estimates Payment will be made on the basis of the amount of work actually authorized by Engineer 1-09.9 Payments (March 13, 2012 APWA GSP) Supplement this section with the following Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000 (March �3, 2012 APWA GSP) Delete the first four paragraphs and replace them with the foliowing The basis of payment wdl be the actual quantities of Work performed accordmg to the Contract and as specified for payment The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Pro�ect Engineer to determine the Work perFormed on a monthly basis A breakdown is not required for lump sum items that inciude a basis for incremental payments as part of the respective Specification Absent a lump sum breakdown, the Pro�ect Engmeer wdl make a determination based on information available The Pro�ect Engineer's determination of the cost of work shall be �nal Progress payments for completed work and material on hand wdl be based upon progress estimates prepared by the Engmeer A progress estimate cutoff date wdl be established at the preconstruction conference C�ry of Bremerton SR303 Comdor— 11th Street at Warren Avenue li!-55 June 2012 lntersection Improvements Diws�on i ' The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter untd the Completion Date Progress estimates made during progress of the work are tentative, and made only for the purpose of determmmg progress payments The progress estimates are sub�ect to change at any time prior to the calculation of the final payment The value of the progress estimate wdl be the sum of the foilowing 1 Unit Pnce Items m the Bid Form — the approximate quantity of acceptable urnts of work completed multiplied by the unit price 2 Lump Sum items m the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engmeer's determination 3 Materials on Hand —100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Eng�neer 4 Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer Progress payments wdl be made in accordance with the progress estimate less 1 Retamage per Section 1-09 9(1), on non FHWA-funded pro�ects, 2 The amount of progress payments previously made, and 3 Funds withheld by the Contractmg Agency for disbursement in accordance with the Contract Documents Progress payments for work perFormed shall not be evidence of acceptable perFormance or an admission by the Contracting Agency that any work has been satisfactordy completed The determinat�on of payments under the contract will be final in accordance with Section 1-05 1 , 1-09.9(1) Retainage Section 1-09 9(1) content and title is deleted and replaced with the following (June 27, 2011 WSDOT GSP) Vacant 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management 1-10.2(1) General Section 1-10 2(1) is suppfemented w�th the following C�ty of Bremerfon SR303 Comdor— 11th Street at Warrerr Avenue lll-56 lntersection Improvements June 2012 ' Dro�sion 1 � � �`_ I IJ ' L! � ' ' , (December 1, 2008 WSDOT GSP) C)nly trammg with WSDOT TCS card and WSDOT trairnng curriculum is recogrnzed in the State of Washmgton The Traffic Control Supervisor shall be certified by one of the following The Northwest Laborers-Employers Training Trust 27055 Ohio Ave Kingston, WA 98346 (360) 297-3035 Evergreen Safety Councd � 401 Pontius Ave N Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredencksburg, Virginia 22406-1022 Trammg Dept Toll Free (877) 642-4637 Phone (540) 368-1701 ' 1-10 4 Measurement ' , ' 1-10.4(1) Lump Sum Bid for Project (No Unit Items) Section 1-10 4(1) is supplemented with the following , (August 2, 2004 WSDOT GSP) The proposal contains the item "Pro�ect Temporary Traffic Control," lump sum The provis�ons of Section 1-10 4(1) shall apply � END OF DIVISION 1 ' , � ' ' ' , City of Bremerton SR303 Comdor— 11th Street at Wanen Avenue lntersect►on lmprovements lIl-57 June 2012 D�v�s�on 1 ' , ' ' 2-01 � 2-01.1 DIVISION 2 EARTHWORK CLEARING, GRUBBING, AND ROADSIDE CLEANUP Description ' Section 2-01 1 is supplemented wtth the followmg (March 13, 1995 WSDOT GSP) Clearing and grubbmg on this pro�ect shall be perFormed within the following limits ' *** As shown on the Plans '`** , 2-015 Payment The first and second paragraphs of Section 2-01 5 are revised to read as follows ' (January S, 1998 WSDOT GSP) Payment wdl be made in accordance with Sect�on 1-04 1, for the following bid items when they are included m the proposal ' *** All costs for clearing and grubbing on this pro�ect shall be included in the "Clearing and Grubbing" *** ' 2-02 ' 2-02 3 , C J � C J , L J REMOVAL OF STRUCTURES AND OBSTRUCTIONS Construction Requirements Section 2-02 3 �s supplemented with the following �******� Removal of Obstructions Remove all conflictmg retairnng walls, fences, fire hydrants, signal poles and foundations, control cabinets and foundations, and �unction boxes as shown on the Site Preparation Plan All conflictmg pavement markings and signs, including sign posts and foundations shall be removed The fire hydrant shall be delivered to the City of Bremerton at 100 Oyster Bay Avenue upon removal at the site Removal and salvage of the signal equipment shall be in accordance with Section 8-20 3(1) of these Special Provisions C�ty of Bremerton ' SR303 Comdor — 11 th Stnset at Warren Avenue Intersection Improvements 111-59 June 2012 D�ws�on 2 ' 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02 3(3) is supplemented with the following ��*****� The approximate thickness of the asphalt concrete pavement is 6 to 16 inches, with the existmg right turn lane at approximately 2 5 inches The thickness of the cement concrete pavement is 7 to 10 mches The original street for Warren Avenue was a 34-foot wide (17- foot each side of centerline) concrete street which remains under the asphalt Asphalt core samples are shown in their approximate locations on the contract drawings Cement thicknesses are based on record drawings 2-02.4 Measurement Section 2-02 4 is supplemented with the following �****�*� Asphalt concrete pavement removal wdl be measured by the square yard Cement concrete sidewalk and curb ramp removal wdl be measured by the square yard Cement concrete curb and gutter removal will be measured by the Imear foot Cement concrete pavement removal will be measured by square yard Measurement for removal of the cement concrete retaining wall wdl be by the lump sum Removal of structures and obstructions wdl be measured by lump sum Removing cement concrete sidewalk, asphalt concrete pavement, cement concrete pavement, and cement concrete curb and gutter is NOT included in the excavation or earthwork quantities No measurement wdl be made for saw cutting Measurement for the removal of materials necessary for the mstallation of the signal and interconnect systems and not shown on the Demolition and Removal plans wdl be mcluded m the lump sum measurement for the s�gnal or �nterconnect system 2-02.5 Payment Section 2-02 5 is supplemented with the following �******� "Remove Asphalt Conc PavemenY', per square yard "Remove Cement Conc Sidewalk and Curb Ramp", per square yard "Remove Cement Conc Curb and Gutter", per linear foot "Remove Cement Conc Pavement", per square yard "Remove Cement Conc Retaining Wall", per lump sum C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue ll!-60 Intersecbon Improvements June 2012 ' D�ws�on 2 � ' ' "Removal of Structures and Obstructions", per lump sum The unit bid prices in the Proposal will be fuli compensation for the costs of all labor, toois, ' equipment, and materials necessary or incidental to remove the materials and haul to a disposai site ' Payment for the removal and disposal of materials necessary for the installation of the signal and mterconnect systems, and not shown on the Pians, will be included m the lump sum payment for the system mvolved � 2-03 � 2-03.1 �****�*� This work shall also include ail excavation, embankments, and grading required to construct rain-gardens and parcel lots Section 2-03 1 is supplemented with the following , ' , � � ' � 2-03.3 2-03.3(14) ROADWAY EXCAVATION AND EMBANKMENT Description Construction Requirements Embankment Construction 2-03.3(14)C Compacting Earth Embankments Section 2-03 3(14)C is supplemented with the following �******� All embankments, except waste embankments, shall be compacted usmg Method A Add the following new section �*��:*��� 2-03.3(19) Unclassified Excavation and Grading Including Haul New Section All excavation, grading, and embankment construction withm the pro�ect limits shall be considered as unclassified excavation ' 2-03.4 Measurement ' ' � 1 Section 2-03 4 is supplemented with the following �******� Unclassified earthwork and grading, including haul, shall be measured by the cubic yard (March 13, 1995 WSDOT GSP) Oniy one determination of the onginal ground elevation wdl be made on this pro�ect Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract Control stakes wdl be set during City of Bremerton SR3o3 Comdor— 11th Street at Warren Avenue lll-61 June 2012 Infersechon lmprovements Diwsron 2 , construction to provide the Contractor with all essential information for the construction of excavation and embankments If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities wdl be ad�usted accordingly Earthwork quantities will be computed, either manually or by means of e�ectrornc data processing equipment, by use of the average end area method or by the firnte element analysis method utilizing digital terrain modeling techniques Copies of the ground cross-section notes will be avadable for the bidder's inspection, before the opernng of bids, at the Pro�ect Engineer's office and at the Region office Upon award of the contract, copies of the origmal ground cross-sections will be furrnshed to the successful bidder on request to the Pro�ect Engmeer 2-03.5 Payment Section 2-03 5 is supplemented with the followmg �******� "Unciassified Excavation and Gradmg Incl Haul", per cubic yard The unit bid price m the Proposal for "Unclassified Excavation and Gradmg Incl Haul" wdl be full compensation for the costs of ail labor, tools, equipment, and materiais necessary or incidental to excavating, hauling, and disposing of any on-site material encountered for the pro�ect construction END OF DIVISION 2 C�ty of Bremerton SR303 Comdor— 11 th Street at Warren Avenue 111-62 Intersect�on Improvements June 2092 ' D�wsion 2 a ' ' � 5-04 � 5-04.2 , L_J DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS HOT MIX ASPHALT Materials Section 5-04 2 is supplemented with the following: (January 3, 2091) ESAL's The number of ESAL's for the design and acceptance of the HMA shall be ***2 0*** mdlion ' S-04.3 Construction Requirements 1 ��� i' L. � 1 � Section 5-04 3 is supplemented with the following �******� Trench Repair As designated by the Engineer, backfill for trenches located outs�de of the roadway area may consist of select backfill or native backfill from the excavation Such backfill shall be free of organic material, clay or other deleterious material Pavement patching shall be scheduled to accommodate the demands of traffic and shall be performed as rapidly as possibie to provide maximum safety and convenience to pubiic travel Proper signs, barncades, lights and other warning devices, per Contractor's approved Traffic Control Plan, and per Sections 1-07 23 and 1-10 of the Standard Spec�fications and Special Provisions, shall be maintained all 24 hours of the day until the patch is completed and ready for tra�c The placing and compaction of the trench backfill, and the preparation and compaction of t the subgrade shall be in accordance with the requirements of the various applicable sections of the Standard Specifications, Special Provisions, and the detad in the Pians � ' ' ' Before the patch is constructed, all pavement cuts shall be trued so that the marginal lines of the patch wiil form a rectangle with straight edges and vertical faces After the subgrade has been prepared, HMA pavement shall be placed to a thickness as shown in the Plans or as directed by the Engineer The edges of the exisfmg asphalf pavement and castings shall be painted with hot asphalt cement or asphalt emulsion immed�ately before placing the HMA pavement The HMA pavement shall then be placed, leveled, and compacted to conform to all the ad�acent paved surfaces Immediately thereafter, all �oints between the new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt solidifies The material for tacking the bottom and sides of patches for asphalt concrete shall Ciry of Bnemerton ' SR303 Comdor — 11 th Street at Warren Avenue Intersechon Improvements lll-63 June 2012 D�v�s�on 5 � ' be CRS 2 catiornc emulsified asphalt per Section 9-02 1(6) of the Standard Specifications For sealing the edges after placing the HMA pavement, the Contractor shall use a light cutback, PG58-22 curmg liquid asphalt, and then sand the surFace to prevent tracking if the pavement is to be overlaid after patching, the �oints wdl not need to be painted with hot asphalt or asphalt emulsion after the patch is placed 5-04.3(5)E Pavement Repair The second paragraph of Section 5-04 3(5)E is revised to read as follows �******� The minimum depth of pavement repair excavation shall be 12 inches This wi(l allow for 8 inches of CSTC and 4 inches of HMA Class 1/2 inch Any excavation below 12 inches wdl be paid as unsuitable foundation excavation inciudmg haul All pavement repairs shall match exist�ng pavement thicknesses The mmimum and maximum width of any pavement repair shall be determmed in the field by the Engmeer Before any excavat�on, the ex�st�ng pavement shall be saw cut or shall be removed by a pavement grinder Placement of HMA shall be m separate 2-inch compacted lifts untd existing pavement thickness is achieved Section 5-04 3(5)E is supplemented with the following �******� As directed by the Engmeer, areas of HMA pavement disturbed by the Contractor's operations shall be repaired as shown in the Plans to the lim�ts determined by the Engineer The placing and compaction of the trench backfill, and the preparation and compaction of the subgrade shall be m accordance with the requirements of the various applicable sections of the Standard Specifications, Special Provisions, and the detad m the Pians Befo�e the patch is constructed, all pavement cuts shall be trued so that the margmal lines of the patch wdf form a rectangle with reasonably straight edges and verticai faces After the subgrade has been prepared, Hot Mix Asphalt shall be placed to a thickness as shown m the Plans or as directed by the Engineer The edges of the existing asphalt pavement and cast�ngs shall be painted with hot asphalt cement or asphalt emulsion immediately before ptacmg the asphalt patching material The asphalt shall then be placed, leveled, and compacted to conform to ail the ad�acent paved surfaces Immediately thereafter, all �oints befinreen the new and origmal asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt solidifies The material for tacking the bottom and sides of patches for asphalt concrete shall be CRS 2 cationic emulsified asphalt per Section 9-02 1(6) of the Standard Specifications For sealing the edges after placmg the asphalt concrete patch, the Contractor shall use a light cutback, PG 58-22 curing liquid asphalt, and then sand the surFace to prevent trackmg ' , ' ' � ' ' ' � , i ' ' , , ' Gty of Bremerton SR303 Corndor— 11th Street at Warren Avenue Il!-64 June 2012 ' Intersechon Impiovements D�wsion 5 � ' ' 5-04.3(8) Mixing ' � � ' 1 5-04.3(8)A Acceptance Sampling and Testing — HMA Mixture 5-04.3(8)A1 General Section 5-04 3(8)A1 is replaced with the following �******� Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation Commeraal evaluation will be used for Commercial HMA and for other classes of HMA m the following appl�cations sidewalks, road approaches, ditches, slopes, paths, trads, gores, and other nonstructural applications as approved by the Engineer Sampiing and testing of HMA accepted by commeraal evaluation will be at the option of the Engineer The proposal quantity of HMA that is accepted by commercial evaluation wdl be excluded from the quantities used in the determination of statistical and nonstatistical evaluation 5-04.3(13) Surface Smoothness � �****�*� Commercial HMA for Approaches/Driveways Fill Condition —(existing driveway is below new driveway grade) ' Limits for asphalt concrete pavement at the driveways shail be as shown in the Plans or as marked in the field by the Engineer � Existing asphalt concrete driveways shall be saw cut at the edge of the new cement concrete approach Where abutment to existing asphalt concrete driveway is not feasibie, the asphalt concrete shall be saw cut a minimum of 3 foot behmd the back of the cement � concrete approach and repaired with a minimum of 3 inches Commercial HMA over 4 inches of crushed surfacmg top course matching existing dnveway grade ' � � ' ' ' Existing asphalt concrete driveway surFace shall be prepared per requirements of Section 5-04 3(5)A Cut Condition —(existmg driveway is above new driveway grade) Limits for asphalt concrete pavement reconstruction at the driveways shall be as shown in the Plans or as marked in the field by the Engineer Edge of asphalt concrete pavement driveway reconstruction shall be saw cut Driveways shall be excavated to provide a pavement section of 3 mches Commercial HMA over 4 inches of crushed surfacing top course Subgrade shall be prepared per the requirements of Section 2 03 Crushed surFacing top course shall be placed per the requirements of Section 4-04 Paving of asphalt concrete dnveways shall be completed as to mirnmize disruption of access to the associated property Crry of Bremerton , SR303 Comdor — 11 th Street at Warren Avenue Intersecbon lmprovements 1I1-65 June 2012 D►wsron 5 ' 5-04.4 Measurement Sect�on 5-04 4 is supplemented with the followmg �******� Pavement repair includes work not specifically identified on the Pians Pavement repair wdl be specifically marked in the field by the City The quantity m the bid �tem for "Pavement Repair" is an estimated quantity The Contractor shall be paid for only the actual amount of pavement repair required by the Engmeer Section 1-04 4 shall not apply 5-04.5 Payment Section 5-04 5 is supplemented with the following �******� "Pavement Repai►", per square yard The un�t contract pnce per square yard for "Pavement Repair' shall be fuil pay for performing the work as speGfied, including, but not limited to, all costs for saw cuttmg, excavation, hauling and disposai, fumishing, placmg, and compacting temporary asphalt concrete pavement, as well as permanent HMA Class 1/2 inch Payment for mstallation of crushed surfacing top course shall be paid under that bid item The item does not include the top 2-inch layer of HMA, which wdl be paid for under Bid item "HMA CI 1/2 In PG 64-22" "HMA CI 1/2 In PG 64-22 for Pavement Restoration", per ton The unit bid pr�ce in the Proposal will be full compensation for the cost of all labor, tools, equipment, and materials necessary or incidental to haul, place, and compact the HMA for pavement restoration ad�acent to the new curb and gutters and for trench crossings as noted on the Plans All other HMA needed for the instailation of the new signal and interconnect systems wdl be included in the lump sum bid price for "Traffic Signal System at Warren/13th Complete" END OF DIVISION 5 City of 8remerton SR303 Comdor— ! 1 th Street at Warren Avenue lll-66 Intersecbon Improvements t June 2012 � D�ws�on 5 � ' , � , � � � � ' � ' �i ' ' I , I ' I , DIVISION 6 STRUCTURES 6-02 CONCRETE STRUCTURES 6-02.1 Description Section 6-02 1 is supplemented with the followmg ��*****� The work shall mclude the reconstruction of a portion of a cement concrete retaining wall 6-02 4 Measurement Section 6-02 4 is supplemented with the foilowing �******� Measurement for "Cement Conc Retaining Wail" wdl be by lump sum 6-02 5 Payment Section 6-02 5 is supplemented with the following �******� "Cement Conc Retaining Wall", per lump sum The lump sum bid price m the Proposal will be full compensation for the costs of all labor, tools, equipment, and mater�als necessary or incidental to construct the wall mcludmg ail forming, excavation, drainage requirements, re-bar, connecting mto the existing wall, and restoration City of Bremerton � SR303 Comdor— 11 th Street at Warren Avenue lntersecGon Improvements END OF DIVISION 6 1lI-67 June 2012 DIVISION 6 ' , ' ' ' 1 � � ll ' � � lJ � , � ' , ' oivisioN � DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS 7-04.2 Materials Section 7-04 2 is supplemented with the following �*****�� Ductile Iron Storm Sewer Pipe per Section 9-05 13 The last paragraph shall be replaced with the following �******� Pipe material and size as indicated in the Plans 7-04.3 Construction Requirements Section 7-04 3 is supplemented with the following � ��*****� Provide ductde iron storm sewer pipe where storm sewer lines have less than 2 feet of cover m vehicular areas or less than 1 foot of cover in non-vehicular areas or as shown m the Plans 7-Q4.4 Measurement Section 7-04 4 is supplemented with the following �******� No separate measurement will be made for trench excavation, bedding, backfill, trench check dams, geotextdes, fittings, connections to existmg systems, stub markers, by-pass, or temporary caps � 7-04.5 Payment Section 7-04 5 is suppiemented with the following �***�**� "Ductile Iron Storm Sewer Pipe _ In Diam ", per linear foot C�ty of Sremerton SR303 Comdor — 11 th Street at Warren Avenue Jll-69 June 2012 Intersection Improvements D�ws�on 7 � The second paragraph is revised to read �******� The unit Contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all work to complete the mstallation, including ad�ustment of mverts to manholes, trench excavation, bedding, backf�ll, utility trench dams, geotextiles, fittmgs, connections to existing pipes, stub markers, by-pass, and temporary caps 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRY WELLS 7-05.1 Description � Section 7-05 1 is supplemented with the following , �******� This work also includes the installation of Beehive Grates 7-05.2 Materials Section 7-05 2 is suppiemented with the following �******� Frames and grates shall be as shown in the Plans and as noted below 1 Lockmg Solid Metal Cover and Frame for Catch Basins shall conform to City of Bremerton Design and Construction Standards and Specification Details 4012 and 4014 2 Vaned grate shall conform to WSDOT Standard Plan B-30 30-00 7-05.5 Payment Delete the second paragraph of Section 7-05 5 and replace with the followong �******� The unit contract price ta install manholes, mlets, catch basins, and area drains shall mclude all work to complete the mstallation, including ad�ustment of rim, structure excavation, connection to storm sewers, gravel backfill for bedding, and structure backfill No separate payment will be made for providing frames, covers, and grates for manholes, inlets, and catch basins 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.1 Description Section 7-08 1 is supplemented with the following �******� This work shall include mstalling detectable marking tape over all buried pipe C�ty of 8remerton SR303 Comdor — 11 th Street at Warren Avenue lll-70 Intersect�on lmprovements June 2012 ' Drwsion 7 � P 1 ' 7-08.2 Materials , � � � , , ' , ' Section 7-08 2 is supplemented with the following �******� Detectable Marking Tape shall be as described in Section 9-15 18 7-08.3 7-08.3(1) 7-08.3(1)A Construction Requirements Excavation and Preparation of Trench Trenches Replace the second paragraph of Section 7-08 3(1)A with the following ��*****� Trench width, depth, and grade shall be as shown on the Plans 7-08.3(2) Laying Pipe 7-08.3(2)B Pipe Laying — General Section 7-08 3(2)B is supplemented with the following �*�****� Detectable marking tape shall be mstalled over sanitary sewer and storm sewer lines mcludmg service lines The tape shall be placed approximately 1-foot above the top of the line and shall extend its full length 7-08.3(2)I Side Sewer Connections Section 7-08 3(2)I is supplemented with the followmg ' �******� Where noted on the Plans for a storm side sewer to connect directly to another larger storm drain without a structure, then a wye shall be used utilizing approved fittmgs or adapters � Add the followmg new subsection to Section 7-08 3 �******� ' 7-08.3(5) Temporary Bypass New Section Contractor shall temporarily bypass sanitary sewer and storm drain flow as required to � replace existmg sanitary sewer and storm drain pipes, catch basins, manholes, and other infrastructure in order to keep existmg sanitary sewer and storm dram systems functioning during construction and mamtain services to users of the utilities , ciry of Bremerton , SR303 Comdor— 11th Street at Warren Avenue Intersecbon lmprovements lll-71 June 2012 Drws�on 7 , � 7-08.4 Measurement Section 7-08 4 is supplemented with the following �******� No separate measurement shall be made for work or matenals required to mstall Detectable Markmg Tape, provide temporary bypass, or trench dewatering for installation of utility pipes (including water, storm dram, sanitary sewer, electrical, and communication) Connection to Storm Sewer will be measured per each 7-09 WATER MAINS 7-09.1 Description Section 7-09 1 is replaced with the following �******� This work shall consist of removal of asphait and Portland cement concrete pavement, trench excavation, over excavation for foundation, bedding of pipe, instailation of push-on and/or restramed �oint ductde iron pipe, fittmgs and appurtenances, connection to existing mains or gate valves, testing, disinfection and flushmg of the water main, backfill of trenches and temporary asphalt patching at the locations shown on the plans and as outlined in the scope of the specifications 7-09.2 Materials Section 7-09 2 is supplemented with the followmg �******� Controlled Density Fdi 2-09 3(1)E Material used for backfiil of trenches shall be native materials provided that, in the opinion of the Engineer, the native material is swtable for backfill� Where, in the opmion of the Engineer, impo►ted trench backfill material is required for pipe, it shall meet the requirements as specified in Section 9-03 19 The Contractor shall note that much of the excavated materials in the pro�ect will likely be moisture sensitive and must be protected from additional moisture for reuse as backfill All water main used in this pro�ect shall be restrained �oint 7-09.3 7-09.3(5) Construction Requirements Grade and Alignment Section 7-09 3(5) is supplemented with the following �******� Where controlled density fill is used the depth of cover over the pipe may be reduced to 24 inches Gty of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-72 June 2012 Intersecbon Improvements D�v�s�on 7 ' ' 7-09.3(6) Existing Utilities , � Section 7-09 3(6) is supplemented with the following �******� The Contractor shali pothole in advance of the pipe laying operation in accordance with Section 1-07 17(3) of these Special Provisions 7-09.3(7) Trench Excavation ' Section 7-09 3(7) is suppiemented with the following �******� ' Trenching operations shall not begm until all materials, equipment, and labor necessary to complete the �ob are assembled on site Trench excavation shall not be more than 300 feet ahead of the pipe laying operation and all trenches shall be closed up at the end of the day � � The installation of the pipelme shall proceed m a systematic manner so that a mmimum mconvenience will result to the public during the course of construction The Contractor will be required to contam operation in as small an area and length as is practical It is understood that the Contractor may be required to have more than one (1) pipe crew working at different locations to keep the work on schedule ' At all times during the work, keep the premises clean and orderly and upon completion of the work, repair all damage caused by equipment and leave the proJect free of rubbish or excess materials of any kind Stockpde excavated materials m a manner that will cause the least damage to ad�acent lawns, grassed areas, gardens, shrubbery, or fences' regardless ' of whether these are on private property, or on city, county, or state rights-of-way Remove all excavated materials from grassed and planted areas, and leave these surfaces in a condition equivalent to their onginal condition Top soded areas shall be raked and graded to ' conform to their origmal contours All existmg drainage ditches and culverts sha11 be reopened and graded and natural dramage restored Restore culverts broken or damaged to their origmal condition and location ' 7-09.3(9) Bedding the Pipe , � ' ' ' Section 7-09 3(9) is supplemented with the following �******� Native material may be used as pipe bedding unless directed otherwise by the Engineer If non-native material is used it shall meet the requirements of Section 9-03 12(3) Bedding matenal shall be placed to a depth of 6 inches below and 6-inches over the top of the pipe 7-09.3(10) Backfiliing Trenches Section 7-09 3(10) is supplemented with the followmg �******� Material for backfilling the trench shall be as specified in Section 7-09 2 City of Bremerton ' SR303 Comdor — 11 th Street at Warren Avenue Intersecbon Improvements lll-73 June 2012 D�vis�oh 7 �� LJ Immediately upon completion of trench backfilling, areas where pavement has been removed shall be patched usmg cold mix asphalt or hot mix Cold mix matenal shall be on hand prior to commencing trenching activities Add the following new section �***�**� 7-09.3(10)B Controlled Density Fill (CDF) New Section The Contractor may be required to use Controlled Density Fill (CDF) in lieu of native materials CDF will be required m areas identified m the plans or as directed by the Engineer CDF shall meet the requirements of section 2-09 3(1)E The Engmeer will examme the site and excavation concerned for conditions acceptable to receive CDF The Contractor shall ensure all inspections and approvals for trench conditions and utilities have been made and completed before CDF placement CDF shall not be placed in standmg water Remove all standing water from the trench and dispose of in accordance with the provisions of the temporary water pollution control plan Barricade backfill areas from all traffic for a period of 24 hours Trench section to be filled with CDF shall be contained at either end of trench section by bulkhead or earth fill 7-09.3(13) Handlmg of Pipe Section 7-09 3(13) is supplemented with the following �******� The pipe shall be examined for defects, damage, and cleanliness whde suspended before lowering into the trench 7-09.3(14) Cutting Pipe Section 7-09 3(14) is supplemented with the following �******� Field cutting shall only be allowed on gauged pipe The Contractor shall anticipate the amount of pipe cuttmg necessary and shall arrange to have sufficient stock on hand 7-09.3(19) Connections Section 7-09 3(19) is supplemented with the followmg �******� The Contractor is at no time to undertake to close off any lines or operate any valves or hydrants or take any other action which could affect the operation of the existing system, except where specifically required by the Drawings and Specifications and after approval is granted by the City Where operation of the existing system is required, the Contractor shall request approval 2 workmg days in advance of the time of that operation C�ty of eremerton SR303 Comdor— 11th Street at Warren Avenue lll-74 June 2012 lntersechon Improvements Dnns�on 7 � ' ' � ' ' ' , t , ' ' , ' ' ' 1 CJ 7-09 3(19)A Connections to Existing Mains The last paragraph of Section 7-09 3(19)A is suppiemented with the following �******� The Contractor shall submit to the Engineer for his approval shop drawings detading methods of assembly of valves, fittings, and connection to the existing water mains Connection of the newly constructed water mam to the ex�sting system wdl not be allowed until the new main has passed all pressure and purity tests After successful testing, the Contractor shall connect to the existing system using dismfected sleeves and spool pieces 7-09.3(20) Detectable Marking Tape Section 7-09 3(20) is replaced with the following �«*****� All non-metallic water Imes includmg service lines shall be mstalied with a locate wire All water mains shall be installed with detectable marking tape All locator wires shall be one piece of No 12 blue coated, insulated copper wire Split nut connectors shall be used in all wire splices Warnmg tape will be laid approximately 12 mches above the top of the water line and shall extend its full length All connections or splices shall be made with Penn Wdson split bolt wire connectors CAT #S-8-S or equal 7-09.3(21) Concrete Thrust Blocking Section 7-09 3(21) is supplemented with the following �******� Where shown on the plans or where determined by the Engmeer, water mams and appurtenances prior to hydrostatic testmg shall be thrust blocked at fittings with unbalanced thrust Thrust blocks shall be allowed a minimum of seventy-two (72) hours curing time prior to hydrostatic tests 7-09.3(23) Hydrostatic Pressure Test Section 7-09 3(23) �is supplemented with the following �*�****� The Contractor, prior to testing and disinfection, shall submit to the Engmeer for his approval a schedule of events detading methods and procedures to be used in testing and disinfection of all water mams and appurtenances Testmg pressures shall be m accordance with the following schedule Pipe Class Location Min. Pressure 52 Ent�re Pro�ect 250 psi The Contractor will mstall test flanges where valve location or type is not suitable for the recommended test pressures Gry of Bremerton SR303 Comdor— 11 th Street at Warrsn Avenue lll-75 June 2012 Intersecbon Improvements Div�s�on 7 ' To fill the main for pressure testmg the Contractor shall install a backflow prevention device, obtained from the City per Section 2-07 1, onto the existmg system With this backflow device the Contractor will be allowed to connect to a hydrant, blowoff, or other appurtenance of the existing main, as required to perform the pressure testmg Hydrostatic pressure testmg agamst closed butterfly or resilient seat/wedge gate valves will not be permitted The Contractor shall provide and mstall all temporary blockmg, blowoffs, plugs, caps, and other equipment and labor necessary to conduct these tests 7-09.3(23)A Testing Extensions From Existing Mains Section 7-09 3(23)A is supplemented with the following �******� Dunng construction new water mams wdl be kept separated from the existmg system A connection can be made from City water mains to supply water for in�ial filling, pressure test�ng, flushing, and disinfection Untd satisfactory flushing, disinfection, and bacteriological samplmg have been completed, the new water mam must be handled as if � were contaminated 7-09:3(24)A Flushing Section 7-09 3(24)A is supplemented with the followmg �***�**� The Contractor shall neutralize heavdy chlormated water prior to disposal Chlorine residual of water being disposed will be neutralized by treating with one of the chemicals listed in the table below To fill the mam for flushmg the Contractor shall provide and install a backflow prevention device (approved by the Engineer) onto the existing system �th this backflow device, the Contractor will be allowed to connect to a hydrant, blowoff, or other appurtenance of the existing mam, as required to perform the flushing The Contractor shall be responsible for providing and mstalling temporary fittings and appurtenances to provide a main flushing velocity of 2 5 feet per second The Contractor shall not use flushing in lieu of disinfection to remedy faded disinfection tests if, in the Engineer's opinion, flushmg is excessive, charges may be levied against the Contractor These charges wdl be based on the District's commercial rates Pounds of Chemicals Required to Neutralize Various Residual Chlorine Concentrations in 100,000 Gallons of Water* Residual Chlorme Sulfur Sadium Sodium Sodium Concentration Dioxide Bisulfate Sulfate Thiosuifate Ascorbic Acid 1 08 12 14 2 17 25 29 10 83 125 146 50 41 7 62 6 73 0 12 22 24 44 120 220 60 0 110 1 "Except for residual chlonne concentration, all amounts are in pounds City of Bremerton SR303 Comdor— 11th Street at Wanen Avenue lll-76 Intersechon lmprovements June 2012 D►wsron 7 i, I ' � ' ',� ' ' � ' � ' �� , Clearing the Main of Heavily Chlorinated Water After the applicable retention period, heavdy chlorinated water should not rema�n in prolonged contact with pipe In order to prevent damage to the pipe I�nmg or corrosion damage to the pipe itself, the heavily chlorinated water shall be flushed from the main untd chiorme measurements show that the concentration in the water leaving the mam is no higher than that generally prevading in the system or is acceptable for domestic use 7-09.3(24)N Final Flushing and Testing Replace the last sentence of the third paragraph of Section 7-09 3(24)N with the following �*�*�:�*� All water Imes and appurtenances shall be dismfected and pressure tested at the Contractor's expense in accordance with AVWVA C601-68 and D105-80, Section 7113 of these Spec�cations, and requirements of DOH Disinfected lines shall be flushed with water from the City's system and samples coilected by City personnel from all mains for bactenological testing Copies of the test results will be retained by the City If test results are not satisfactory, Imes wdl again be disinfected, flushed and tested, noting the requirements of Section 1-05 6, untd two consecutive satisfactory series of samples are obtained Bacteriological testmg must satisfy DOH cnteria prior to acceptance and utilization of new water facdities The Contractor shall notify the City 48 hours in advance of required sampling so that arrangements may be made Add the following new section �******� 7-09.3(25) Cleanup and Restoration New Section Work covered under this Section shall include all work necessary or incidental to clean up restore ali pavements, curbs, gutters, sidewalks, rock surfacmgs, and other surface features removed or damaged either directly or indirectly as a result of construction of the pipelme See also Section 2-11 All work shall comply with the appropriate subdivisions of the 2012 Standard Specifications for Road, Bndge, and Murncipal Construction and as shown on the plans and outlined within these Specifications The Contractor shall clean up and restore all areas within the pro�ect site affected by the ' construction Cleanup shall leave the entire area m an acceptable condition, as determined by the Eng�neer The streets shall be cleaned daily of all dirt and debris, and hosed down where necessary to control dust The areas outside of the paved area affected by ' construction shall be raked smooth, upon completion of installation of pipeline, m preparation of landscape restoration or surFacing to return the areas to their origmal condition �- �� ' ' Shoulders along roadways shall be restored by gradmg and applying 2-inches (compacted) crushed surfacing top course in accordance with Section 4-04, as directed by the Engineer Shoulders shall be compacted to 95% of the maximum density C�ty of Bremerton SR303 Comdor — 11 th Street at Warren Avenue lll-77 June 2012 Intersec6on lmprovements Drwsion 7 u All roads and dnveways in which the surface is broken, damaged or removed or which the ground has caved or settied due to work under th�s contract shall be compietely restored in accordance with Sections 5-04 and 5-05, and these Contract documents Roadway restoration shall be scheduled to accommodate the demands of traffic and shall be perFormed as promptly as possible to prowde maximum safety and convenience to the travelmg public One lane of travel shall be mamtained at all times All existing drainage ditches and culverts shall be reopened and graded and naturai drainage restored Culverts broken or damaged shall be restored to original condition and location at the Contractors expense The Contractor shall routinely perform cleanup and restoration operations as significant portions of the pipeline are instailed Delays m completing cleanup and restoration untd the end of the pro�ect w�ll not be permitted 7-12 7-12.1 VALVES FOR WATER MAINS Description Section 7-12 1 is supplemented with the following �******� This work shall consist of adJustmg existing valve covers and �unction boxes to finished grade 7-12.2 Materials Section 7-12 2 is supplemented with the following �******� Materials shall meet the requirements of Sections 6-02 and 9-30 3(4) Gate Valves shall be resdient wedge per AW1NA C509 or C515 7-12.3 Construction Requirements Section 7-12 3 is supplemented with the following �******� Adjust Valve Cover to Grade Water valves to 'remain in place that fall withm the construction area shall be ad�usted to final grade after placement of the final lift of pavement Valves within the paved area shall use a mmimum of 6-inch-�nnde by 6 mch-deep concrete nng wnth 3 inches of HMA Cf 1/2 In PG 64-22 asphalt concrete pavement to ad�ust the valve to grade The asphalt concrete patch shall be sealed with AR4000W pavmg asphalt The existing valve box shall first be removed, thoroughly cleaned, and mspected by the Engineer before reinstallmg at the new elevation Should the valve box or cover be excessively wom or damaged, it shall be replaced City of 8remerton SR303 Comdor — 11 th Street at Wamen Avenue lll-78 Intersechon Improvements June 20?2 ' Div�s�on 7 � � lJ ' � � ' u , ' � � J I � All valves shall be installed with cast-iron vaive boxes All valves m unpaved areas shall have a 2-foot-square asphalt pad around the valve cover, and valve clusters shall have a cont�guous asphalt pad that extends 2 feet beyond each valve All valves in unpaved areas shall be mstalied with a valve marker post unless otherwise directed by the Engmeer 7-12.3(1) Installation of Valve Marker Post Replace the first sentence of Section 7-12 3(1) with the following �*�****� A pre-cast valve marker post shall be furnished and installed with each single or closely grouped combinatian of valves m unpaved areas Marker posts shail be located as directed by the Engineer The Contractor shall exercise care in handling the valve covers Valve covers damaged due to the Contractor's operations shall be repaired or replaced by the Contractor at no added cost 7-12.4 Measurement Section 7-12 4 is supplemented with the foliowmg �*�***�� Measurement of ad�ust valve box shall be per each box ad�usted 7-12.5 Payment Section 7-12 5 is supplemented with the following ��***�*� "Ad�ust Valve Box", per each The urnt price bid per each "Ad�ust Valve Box" shall be full pay for all work and materials to ' ad�ust the water valve cover to grade, mcluding, but not limited to, excavating, backfilling, compactmg, surFacing, and restoration Should the valve box or cover requ�re replacing, the C�ty wdl supply repiacement materials ' 7-15 �' SERVICE CONNECTIONS Description 7-15.1 Supplement Section 7-15 1 with the following ' �******� This work also mcludes relocating and abandornng existing service connections, meters, and meter boxes as shown in the contract plans , 7-15.3 Construction Requirements �� ' Supplement Section 7-15 3 with the following C�ty of Bremerton SR303 Comdor— 11 th Stroet at Warren Avenue !11-79 Intersection Improvements June 20J2 D�ws�on 7 ' , �******� Service connections to be abandoned shall be done so at the main The services wdl be terminated at the corporation stop (corp) and the corp shut tight A City of Bremerton inspector shall be present for all abandonments Existmg services to be relocated shall have the service lines extended or shortened as necessary to place the water meter and meter box in the location as shown on the contract plans A new water meter box shall be installed w�th the new location All work associated with service connections shall be m accordance with City of Bremerton Standards Division 5, Water 7-15.3(1) Flushing and Disinfection Replace Section 7-15 3(1) with the following �****�:�� All service pipe and appurtenances shall be disinfected prior to connection to the existing meter Service lines may be connected to the water main prior to water main disinfection and dismfected with the water mam In this case, angle meter va4ves shall be installed on the ends of the service lines prior to disinfection and the lines shall be flushed after filling of the mam to ensure the service Imes are filled with chlormated water After the main passes bactenological testmg and prior to connection to the meters the service Imes shall be flushed to remove chlonnated water if service Imes are connected to the water main after disinfection and testing of the main, all service pipe and appurtenances shall be prechlarinated pr�or to �nstallation After insta{{ation, the service connection shall be flushed prior to connect�ng to the meter 7-15.4 Measurement Supplement Section 7-15 4 with the following ��*****� Abandonmg water services shall be measured per each Relocating water services shall be measured per each Ad�usting water meter box frame and cover shall be measured per each 7-15.5 Payment Supplement Section 7-15 5 with the followmg �*:���*�� "Abandon Water Service", per each ' ' � ' , � � ' � � ' � � LJ � , C�ry of Bremerton SR303 Comdor — � 1th Street at Warren Avenue !11-80 June 2012 ' Intersectron Improvements Drwsron 7 � � S � 1 ' ' � 1 1 , The urnt Contract price per each for "Abandon Water Service and Meter Box" shall be full pay for all Work to fully abandon the service from the water system including but not limited to, excavation, cuttmg, removal and disposal of the service and meter box, backfilling, compaction, and restoration "Relocate Water Service", per each The unit Contract price per each for "Relocate Water Service" shall be full pay for all Work to fully relocate the existing water service from it's existmg location to the location as shown on the contract plans This includes, but is not limited to excavation, extendmg or shortenmg the service line as needed, furrnshmg and installing the new meter box, backfilling, compaction and restoration "Ad�ust Water Meter Box", per each The unit Contract price per each for "Ad�ust Water Meter Box" shall be full pay for all Work to ad�ust the meter box to the new final grade of the sidewalk This mciudes, but is not limited to removal and disposal of the existing meter box, excavat�on, furnishmg and mstallmg the new meter box, backfilling, compaction, and restoration 7-17 7-17.3 SANITARY SEWERS Construction Requirements 7-17.3(2)H Television Inspection Replace Section 7-17 3(2)H with the followmg ' �******� _ All storm and sanitary sewer lines shall be internally inspected after installation with a tracked, swivel-head television camera Provide the City of Bremerton with a DVD of the ' inspection and an inspection record of the entire length of constructed sewer lines The camera shall be stopped at each �omt and side sewer and the camera head swiveled to directiy view the full circumference of each �oint Each side sewer connection shall be similarly inspected Correct any defects noted during the inspection and remspect after the ' corrections have been completed The Contractor shall bear all costs for the television mspection and correcting any found deficiencies , Television inspection shall be performed following final backfill and compaction, and prior to final pavmg , 7-20 INFILTRATION GALLERY �****�*� ' ' ' Description This work shall consist of constructmg a storm water infiltration gallery system as shown in the contract documents Materials C►ty of Breme►ton SR303 Comdor— 11th Street at Wanen Avenue 111-81 June 2012 lntersect►on lmprovements Drv�slon 7 �� Materiai shall meet the requirements of the following sections of the Standard Specifications Geotextile Gravel Backfill for Drywelis 9-33 1 � °� 9-03 12(5) Construction Requirements The Contractor shall construct the mfiltration gallery in accordance with the contract documents to the line and grades shown Items of work associated with this item include excavation, placement of geotextile, rock, infiltration gallery, inspection ports, and connections to the storm system The mfiltration gallery shall not be placed into use untd the storm filter vault is fully functional with cartridges in place �� Measurement No specific unit of ineasure shall apply to the lump sum item for infiltration gallery Payment Payment shall be made in accordance with Section 1-04 4 of the Standard Specifications for the following bid item m the proposal "Infiltration Gallery", lump sum The lump sum contract pnce for "infiltration Gallery" shall be ful! pay for performing the work as specified, including furnishmg, excavat�ng and installing the mfiltration gallery, geotextile and rock, inspection ports, and completing connectrons to the storm system 7-21 STORM FILTER VAULT �***��*� Description This work shall consist of constructing a storm water filter vault as shown m the contract documents Materials The storm filter vault system shall be a model SFMH48 Stormfilter as manufactured by Contech Construction Products Incorporated or approved equal The system shall use three (3) 18-mch filter cartridges that are ZPG media and shall be siphon actuated and self-cleaning Construction Requirements The Contractor shall construct the storm water filter vault in accordance with the contract documents to the line and grades shown Fdter cartndges shall be installed only after all drains leading mto and out of the vault have been flushed clean and successfully tested in accordance with these Special Provisions and City Standards Items of work associated with this item include excavation, placement of the vault, gravel backfill, vault, piping, cartndges, grouting, connections to the storm system, and all appurtenances to make a fully functiornng storm water filter vault Measurement Storm water filter vault shall be measured per each C�ty of eramerton SR303 Comdor— 11th Street at Warren Avenue ill-82 lntersecbon Improvements June 2012 , D�vis►on 7 � ' ' ' � ' , � , ' � ' � 1 � � ' ' , � Payment Payment shall be made m accordance with Section 1-04 4 of the Standard Specifications for the followmg bid item in the proposal "Storm Water Fdter Vault�, lump sum The lump sum contract price for Infiltration Gallery shall be full pay for performmg the work as specified, includmg furnishing, excavating and mstalling the storm water fdter vault and cartridges, piping, backfill, frame and cover, concrete grade rings, outlet r�ser, sand collars, inlet and outlet stubs, and completing connections to the storm system END OF DIVISION 7 Crty of Bremerton SR303 Comdor — 91 th Street at Warren Avenue lll-83 Intersect�on lmprovements June 2012 Div�sion 7 � ' � ' 8-01 ' 8-01.3 ' ' ' � � I L_ J ' J ' , DIVISION 8 MISCELLANEOUS CONSTRUCTION EROSION CONTROL AND WATER POLLUTION CONTROL Construction Requirements 8-01.3('I)A Submittals Replace the first sentence m the third paragraph of Section 8-01 3(1)A with the follow�ng �***�**� The Contractor shall prepare and submit for approval temporary erosion and sediment control plan (TESC Plan) that complies with the City of Bremerton NPDES Construction Permit The TESC Plan shall be submitted to the Engineer 10 working days prior to the start of clearing and grubbing 8-01.4 Measurement Replace Section 8-01 4 with the followmg �******� No unit of ineasure shall apply to the lump sum price for TESC Plan No unit of ineasurement shall apply to the lump sum price for Temporary Erosion and Sediment Control 8-01.5 Payment Replace Section 8-01 5 with the following �******� "Temporary Erosion and Sediment Control", lump sum The lump sum contract price for "Temporary Water Pollution/Erosion Control" shall be full pay for all labor equipment material and overhead cost associated with creating and implementing the TESC plan, including mstalling, mamtammg, inspect�ng and repairmg Best Management Pract�ces (BMP), and the ESC Lead "TESC Plan", lump sum � All cost for furrnshing and obtairnng approvals for the "TESC Plan" are included m the lump sum cost for the plan, includmg preparmg drafts, obtainmg approval, and minor modifications as site conditions change � �, �I �.� , BMPs include, but are not limited to, sdt fences, interceptor swales, straw bale barrier/dam, temporary seeding and mulching, plastic covering, mlet protection, and sediment basin Cdy of Bremerton SR303 Corridor— 11th Street at Warren Avenue I11-85 June 2012 Intersection lmprovements D�ws�on 8 u 8-02 8-02.1 ROADSIDE RESTORATION Description Section 8-02 1 is supplemented with the following �****�*� This work shall include, without limitation, subgrade preparation for plantmg areas and placement of sod, mulch, and plantings within planting beds, tree pits, and storm water planters "Planting Areas" means all areas within the pro�ect area which contam plantings Add the following new subsection �******� 8-02.1(1) Submittals New Section Contractor shall submit the followmg a minimum of 45 days prior to start of work under this section Matenals Lists A complete list of plants and miscellaneous stakmg materials proposed to be furnished and installed, demonstrating conformance with the requirements specified L�st to include names and addresses of all nurseries and suppliers as well as type and quantity of piants bemg supplied by each nursery Contractor shall submit documentation from each of the plant suppliers withm 90 days of notice-to-proceed that the plant matenals have been secured Securmg plant materials shall include documented orders or other approved documentation Submittal shali be grouped into one complete and comprehensive package This submittal does not preclude other acceptance and warranty requirements 2 Source name samples and data demonstrating conformance to specification of Rain Garden Amended Soil per Section 9-14 1(1), 1 pound sample of Topsoil Type D, Compost, and Mulch to the Engineer for approval Incfude names and address of suppliers 3 Provide test reports for supplied Topsod and Campost, including composition and nutrient levels from an approved agricultural testing laboratory at Contractor's expense 4 Submittal for Prepared-Site Soil Provide test reports from an approved agricultural testing laboratory for prepared soils (topsoil placed and tilled into subgrade) as specified herein in planting areas If sod does not meet criteria estabiished by the Agricultural Chemist for growth of healthy plantmgs, submit a program of additional amendments based on recommendations of the Agriculturai Chemist Take prepared soil samples from 8 different plantmg areas of the roadway corridor for testing Engineer wdl determine testmg locations The costs of tests and sod samplmg shall be at Contractor's expense Ciry of Bremerton SR303 Comdor— 11th Street at Warren Avenue l/1-86 Intersec6on lmprovements June 2012 ' D�vision 8 � ❑ ' C�'' ' I � ' � Bioretention Soil shall be Topsoil Type A as described in Section 9-14 1(1) Topsod Type D shall be as described in Section 9-14 1(4) Mulch shall be as described in Section 9-14 4(3) Coarse Compost shall as described m Section 9-14 4(8) ' 8-02.3 Construction Requirements ' ' ' 0 7 5 Submit description of equipment, methods, and procedures for ripping/ tdling areas specified for sod preparation Landscape Contractor/Installer qualifications per this section Plant Establishment Plan per Section 8-02 3(13) 8-02.2 Materials Section 8-02 2 is suppiemented with the following �******� Materials shall meet the requirements of the following sections Section 8-02 3 is supplemented with the following �**�***� The work shall proceed as rapidly as the site becomes available, consistent with normal seasonal limitations for planting work Contractor shall remove any debris from other trades prior to begmning work Contractor shall review existing soil conditions for any contammants that may have been discarded by other trades, such as thinner, paint, oils, metal scraps, concrete debris, extra roadway subgrade material and rip rap, lumber, or trash and notify the Engineer immediately if any contammants are present , Quality Assurance ' Landscape Contractor/Installer is required to be a company speaalizing m work of this section, defined as specialist with minimum 5 years documented experience in landscape installation of a similar nature ' ' C J � ' ' Contractor shall provide at least one person who shall be present at all times during execution of this portion of the work and who has a mmimum 5 years of documented experience in public landscape installation of a simdar nature This person shall be thoroughly famdiar with the type of materials bemg mstalled and the proper materials and methods for their installation, and who shall direct all work performed under this Section 8-02.3(1) Respons�bility During Construction Section 8-02 3(1) is supplemented with the following �******� For all Planting Areas, the Contractor is responsible to perform the work m a manner that mmimizes dispiacement and campaction of the existing sod Work wdi be stopped if, in the opinion of the Engineer, construction method, soil maisture content or other condition will result in compaction of the soil or displacement of the existmg sod horizon surrounding the C�ty of Bremerton SR303 Comdor— 11th Street at Wanen Avenue lll-87 June 2012 Intersechon Improvements D�vrs�on 8 ' area in which Soil is to be deposited (such as ruts over 3 inches deep) The Contractor wdl not be allowed to resume work until conditions improve or an alternate method of construction is approved by the Engineer 8-02.3(3)A Planting Area Weed Control Delete paragraph 3 of Section 8-02 3(3)A and replace with the followmg �******� Herbicides may not be used on this proJect Weed control shall be performed by hand, as needed to control weed growth 8-02.3(3)B Chemical Pesticides Delete Section 8 02 3(3)B and replace with the following �******� Chemical pesticides may not be used on this pro�ect 8-02.3(4) Topsoil Section 8-02 3(4) is supplemented with the following �**�***� Do not drive, park equipment, or place construction matenals on prepared subgrades or installed Topsoil once placed Add the following new subsection �******� 8-02.3(4)D Topsoil Type D New Section Topsoil Type D shall be used m Planting Bed Areas 1 Inspect subgrades to ensure area is free of construction debris and rocks over 3 inches m diameter 2 Prepare subgrade per Planting Area Preparation, Section 8-02 3(5) 3 Place in lifts per Planting Area Preparation, Section 8-02 3(5) 8-02.3(5) Planting Area Preparation Replace Sect�on 8-02 3(5) with the following �*****:�� Existing grades shall be inspected by the Contractor to verify consistency with the Plans If grades are different than shown, Contractor shall notify the Engmeer immediately City of Bremerton SR303 Comdor— 11 th Street at Warren Avenue lll-8@ June 2012 lntersechon Improvements Div�s�on 8 � , Contractor shall coordinate with other work related to this pro�ect and the Plans to achieve contours and subgrade depths allowing for specified amendments, sod and mulch , 8-03 ' 8-03.1 IRRIGATION SYSTEMS Description Delete Section 8-03 1 and repiace with the following � � � � �****�*� This work consists of the design and instaliation of a complete automatic drip irrigation system in accordance w�th these Specif�cations and the details shown on the Pians Provide drip irrigation coverage for all new tree, shrub, and ground cover plantings and at lummaire hanging baskets 1 Verify water source connection, pressure, and avadable gallonage for use in desigrnng the drip irrigation system Document this information on the irrigation shop drawing Plans 2 Coordinate design with other existing and proposed electrical and utdity improvements Refer to the Civd, Plumbing and Electrical drawings ' 3 Clearly show drip irrigation system at 1 mch = 20 feet scale or at a scale approved by the Engmeer Show locations and sizes of all irrigation materials and components including but not limited to controller, drip control valves, quick coupling, �solation valves, main ' lines, lateral lines, dnp tubing marnfolds, drip tubmg and conduits (sleeving) under pavement crossings , 4 Include an Irrigation Schedule on the irrigation shop drawing referencing individual product manufacturers, model numbers, size, and design parameters (pressure, gallons per hour, etc ) as applicable ' ' � 5 Include a Valve Schedule on the irrigation design plan referencmg valve number, size and total flow through each drip circuit 6 Size mam lines and lateral lines Max�mum velocity in any pipe run shall not exceed five feet per second 7 Provide notes as necessary for product and/or installation clarifications 8 Irrigation circuit design shall be as designated on the Irrigation Zoning Plan ' 9 Submit three (3) copies of irrigation shop drawings for Owner's review 8-03.3 Construction Requirements � Replace the first sentence of Paragraph 1 with the following , C�ry of Bremerton ' SR303 Comdor— 11 th Street at Warren Avenue Intersection Improvements 1lI-89 June 2012 D�v►s�on 8 ' �******� , Location of pipe, distribution tubmg, sprinkler heads, emitters, valves, and other equipment shall be as shown in the approved design-build irrigation shop drawing Plans and shall be the s�ze and type indicated 8-03.3(1) Layout of Irrigation System Reptace first sentence of Paragraph 1 with the following �******� The Contractor shall stake the irrigation system following the design shown in the approved design-build irrigation shop drawing Plans, before construction begins for approval by Engineer 8-06 8-06.1 CEMENT CONCRETE DRIVEWAY ENTRANCES Description Section 8-06 1 is supplemented with the followmg �******� Work shall consist of constructmg cement concrete driveway entrances shown on the plans in accordance with the City of Bremerton standard drawmgs for the type specified 8-06.5 Payment Section 8-06 5 is supplemented with the followmg �******� "Cement Conc Driveway Entrance", per square yard All costs in constructing the driveway entrance in segments and installing and removmg the temporary approach shall be included 8-14 8-14.1 CEMENT CONCRETE SIDEWALK Description Section 8-14 1 is supplemented with the following �******� This work shall include constructing pervious cement concrete s�dewalks, constructing cement concrete sidewalks and dnveways, and cement concrete curb ramps in accordance with the Plans and these Special Provisions A pervious concrete sidewalk test section shall be constructed on the pro�ect site Work shall also include mstall�ng detectable warning surfaces on new curb ramps C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue 11l-90 lnfersechon Improvements June 2012 ' D►vis�on 8 � r� ' 8-14.2 Materials � � � Section 8-14 2 is supplemented with the following �******� All detectable surfaces shall be black in color Pervious cement concrete sidewalk materials shall be as follows: Portland Cement Type I or il conforming to ASTM C150 or Portland Cement Type IP or IS conformmg to ASTM C595 ' Flyash conforming to ASTM C618 may be used in amounts not to exceed 20 percent of total cementitious material Ground Iron Blast-Furnace Slag conforming to ASTM C989 may be used m amounts not to exceed 50 percent by weight of total cementitious material � ' , ' ' , ' ' , C J � Sieve Size Percent Passing 2-inch square 100 1-1/2-inch square 80 1-mch square 50 3/4-inch square <5 C�ty of Bremerton ' SR303 Comdor— 11th Street at Warren Avenue lntersecnon Improvements When Class "F° Flyash is used as part of the mmimum cementitious content specified on Section 301, bond strength development may be delayed and additional curing time is required Aggregate No 8 course aggregate (3/8 to No 16) per ASTM C33, or No 89 caarse aggregate (3/8 to No 50) per ASTM D488 If other gradation of aggregate is to be used, submit data on proposed material to Owner for approval Air Entraining Agent Shall comply with ASTM C260 Admixtures . . Type A Water Reducing Admixtures — ASTM C494 Type B Retarding — ASTM C494 Type D Water Reducing/Retarding — ASTM C494 A hydration stabilizer can be utilized and is recommended in the design and production or pervious concrete This Stabdized suspends cement hydration by forming a protective barrier around the cementitious particles, wh�ch delays the particles from achieving irntial set The admixtures primary function should be as a hydration stabdizer, however, it must also meet the requirements of ASTM C494 Type D Water Reducing/Retarding Admixtures Water Potable or shall comply with WSDOT Standard Specifications Recharge Bed Round or crushed washed drain rock meeting the following gradation requirements 1i1-99 June 2012 D�ws�on 8 ' Add the following new section �******� 8-14.2(1 � Proportions New Section Aggregate Content The volume of aggregate per cutiic yard shall be equal to 27 cubic feet when calculated as a function of the urnt weight determined in accordance with ASTM C29 �iggmg pracedure Fine aggregate, if used, should not exceed 3 cubic feet and shall be inciuded in the total aggregate volume Admixtures Shall be used in accordance with the manufacturer's instruction and recommendations Mix Water Mix water shall be such that the cement paste displays a wet metallic sheen without caus�ng the paste� to flow from the aggregate (Mix water yielding a cement paste with a dull-dry appearance has su�cient water for hydration) insufficient water results in inconsistency in the mix and poor bond strength High water content resuits m the paste sealing the void system primardy at the bottom and poor surFace bond 8-14.3 8-14.3(2) Construction Requirements Forms Section 8-14 3(2) is supplemented with the following �******� Apply form release agent to inside face of forms before placmg pervious concrete The edge of previously placed concrete may be used as a form Do not apply form release agent to previousiy placed concrete unless prevention of bond between the new and the old concrete is required Attach spacers to forms or ad�ust strike-off equipment to achieve required additional height (3/8 to 1/2 inch) to compensate for compaction depth of concrete to final evaluation 8-14 3(3) Placing and Finishing Concrete Section 8-14 3(3) is supplemented with the following (******� The pervious cement concrete shall be prepared and placed under the d�rection of a supervisor with documented trairnng in prepanng and placmg pervious cement concrete Truck mixers shall be operated at the speed designated as mixmg speed by the manufacturer for 75 to 100 revolutions of the drum City of Bremerton SR303 Comdor— 11th Street at Warren Avenue lll-92 June 2012 Intersecbon lmprovements D►wsron 8 , ' ' � � � ' , , The Portland cement aggregate mixture may be transported or mixed on site and shall be used w►thm 1 hour of the introduction of mix water, unless otherwise approved by an Engineer Each mixer truck wdl be inspected for appearance of concrete uniformly Water may be added to obtain the required mix consistency A minimum of 20 revolutions at the manufacturer's designated mixing speed shail be required following any addition of water to the mix Discharge as ciose to its final position as practicable and such that fresh concrete enters the mass of previously placed concrete The practice of discharging onto the recharge bed and pulling or shoveling to final placement is not allowed The recharge bed shail be in a moist condition when (withm plus or minus 3 percent of the optimum mo�sture content as determmed by the modified compaction test ASTM D1557 or AASHTO T180) Deposit concrete directly from the transporting equipment onto the recharge bed Do not place concrete on frozen subgrade or subbase Deposit concrete between the forms to a uniform height Do not use internal vibrator to consolidate concrete Spread the concrete usmg a come-along, square-ended shovel or rake Unless otherwise accepted by the Engineer in writing, The Contractor shafl strike off � concrete between forms using a vibratmg screed Vibration shall be shut off immediately when forward progress is halted for any reason , Immediately after strike-off, compact concrete to elevations and thickness specified m the Pro�ect Drawmgs by mean of a full-width roller that provides a minimum compactive vertical force of 10 psi ' � , � -� � � � Mirnmize foot-traffic within plastic concrete during the spreading, strikeoff and compaction operations to eliminate excessive consolidation of the material No other firnshmg operation other than �ointing is required after compaction Maximum placement width is 15 feet uniess successfully demonstrated otherwise and accepted by the Engineer Construct pavement to comply with the foilowing tolerances � Thickness Plus 3/8 inch, minus 1/4 inch � Surface In any direction, the gap below a 10-foot unleveled straightedge resting on high spots shall not exceed 1/2 mch Jomts � Contraction Joint Depth (d = slab thickness) Plus 1/4 inch, minus 0 inch Gry of eremerton ' SR303 Comdor— 11th Street at Wanen Avenue IntersecNon lmpmvements ill-93 June 2012 D�v�sron 8 ' • Joint Width Plus 1/8 inch, minus 0 inch 8-14.3(4) Curing Section 8-14 3(4) is suppiemented with the following �******� Cunng procedures shall begin immediately after the final placement operations The pavement surface shall be covered with a mirnmum 6-mil-thick polyethylene sheet of other approved covering material Prior to covering, a fog shall be sprayed above the surface when required due to ambient conditions (temperature, wind, and humidity) The cover shail overlap all exposed edges and be secured (without usmg dirt or stone) to prevent dislocation due to winds or ad�acent traffic conditions Cure pavement for a mmimum of 7 days, unless otherwise specified Jointing Unless otherwise accepted by the Engmeer m writing, the Contractor shall construct contraction �omts in the plastic concrete usmg a roller groover Mmimum depth of contraction �omts shall be 1/4 of the pavement thickness Add the following new section �******� 8-14.3(6) Testing New Section The Contractor wdl retain, at no additionai cost to the Owner, an mdependent City approved testing laboratory The testing laboratory shall conform to the applicable requirements of ASTM E329, Standard Recommended Practice for Inspection and Testmg Agencies for Concrete, Steel and Bitummous materials as Used m Construction, and ASTM C1077, Standard Practice for Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation, and shall be inspected and accredited by a recogrnzed national authority The agent of the testmg laboratory performmg field sampling and testing for concrete shall be certified by the American Concrete Institute as a Concrete Field Testing Techrncian Grade I, or by recognized state or national authority of an equivalent level of competence A minimum of one gradation test of the recharge bed is required every 5,000 square feet to determme percent passing the No 200 Sieve per ASTM C117 A minimum of one test for each day's placement of pervious concrete in accordance with ASTM C29 to verify unit weight shall be conducted Test Panels Regardless of quaiification, Contractor is to place, �oint and cure two test panels, each to be a mirnmum of 90 square feet at the required pro�ect thickness to demonstrate to the Engineer's satisfaction that in-place unit weights can be achieved and a satisfactory pavement can be installed at the site location Gty of Bremerton SR303 Comdor— 11th Street at Warren Avenue IU-94 June 2012 Intersecbon Improvements D►v�s�on 8 � ' � � ' � � , � , ' ' C 1 C' � � ' Test paneis may be placed at any of the specified Portland cement pervious pavement placement locations Test panels shail be tested for thickness in accordance with ASTM C42, void structure m accordance with ASTM C 138, and for core unit weight in accordance with ASTM C140, paragraph 6 3 Satisfactory performance of the test panels will be determined by Compacted thickness no less than 1/4 inch of specified thickness Void Structure 15 percent minimum, 21 percent maximum Unit Weight plus or minus 5 pcf of the design unit weight If ineasured void structure falls below 15 percent or if the measure thickness is greater than 1/4 inch less than the speafied thickness or if ineasured weight falls less than 5 pcf below design unit weight, the test panel shall be removed at the Contractor's expense and disposed of in an approved landfill Add the follow�ng new section �*�**�*� 8-14.3(7) Construction New Section Construct recharge bed to ensure that the required pavement thickness is obtained in all locations The recharge bed shall be compacted by a mecharncal vibratory compactor to a mirnmum density of 95 percent of a maximum dry density as established by ASTM D1557 ar AASHTO T180 Install recharge bed aggregate in 8-inch lifts and lightly compact each lift Instail non-woven filter fabric on subsoil according to manufacturer's specifications Wrap filter fabric up the sides to prevent migration of fines into the recharge bed Ailow adequate excess fabric so as to be able to temporarily overiap gravel and later #o overlap concrete sidewalk to prevent migration of fines through the concrete durmg construction Trim excess filter fabric after site is completely stabilized Handicap ramps shall be constructed of standard cement concrete in accordance with Section 8-14 of the Standard Specifications Thickened edges shall be constructed in conformance w�th the Plans and Standard Plans or as required m the field All costs mcidental to construction of th�ckened edges shall be merged in the unit price bid per square yard for "Pervious Cement Conc Sidewalk" It shall also include protectmg all sidewalks from damage and vandalism untd accepted by the Contracting Agency The Contractor shall antic�pate the need to provide buck-outs in the sidewalk where existing util�ty structures currently exist and temporardy occupy the space for proposed new improvements to be constructed by the Contractor Where these utilit�es (poles, guy-wires, Crry of Bremerton SR303 Comdor— 11th Street at Warren Avenue I!I-95 June 2012 Intersecbon Improvements Diws�on 8 � meter boxes fire hydrants, etc ) are to be relocated "by others" the Contractor shall antic�pate same, anticipate that he wdl have to work around these utilities and then remobdize to the site and complete the work The Contractor shall assume for bidding purposes that these utilities wdl temporarily prevent the Contractor from completing all work m a urnform matter The Contractor shall anticipate the need to remobilize or relocate his work crews to other areas of the Pro�ect m order to coordinate the relocation of the utdities with the utdity companies There will be no additional mornes due the Contractor for leaving buck-outs or gaps, or any additional dues the Contractor for Scheduling or production impacts to accommodate this "piece meal" type of construction Remobdization, demobilization, temporary relocation of work crews, piece meal construction of curb, gutter, pavement and/or sidewalk "pieces" after the utdity has been relocated shall be required The Contractor shall bid the Pro�ect accordingly All costs for said work shall be merged in the various prices bid for this work 8-14.4 Measurement Section 8-14 4 is supplemented with the following �******� Measurement for "Cement Conc Sidewalk and Curb Ramp" wdl be by the square yard Only new sidewalk, driveways, and curb ramp construction noted on the Plans will be measured for payment Measurement for all other sidewalk and curb ramp construction wdl be mcluded m the lump sum measurement for the installation of the traffic signal system Measurement for "Curb Ramp Detectable Warnmg Surface" will be by the square foot "Pervious Cement Conc Sidewalk" shall be measured by the square yard of finished su►face 8-14.5 Payment Section 8-14 5 is supplemented with the fotlowing �******� "Cement Conc Sidewalk and Curb Ramp", per square yard The unit bid price m the Proposal will be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to constructing the sidewalks, driveways, and curb ramps Payment under this bid item wdl be made oniy for sidewaik, driveways, and curb ramp construction shown on the Plans Payment for all other sidewalk and curb ramp construction necessary for the installation of the traffic signal or mterconnect system wdl be included in the lump sum bid price for "Traffic Signal System at Warren/13th, Complete" "Curb Ramp Detectable Wammg Surface", per square foot The unit bid price in the Proposal will be full compensation for the costs of all labor, tools, equipment, and materials necessary or inadental to furnish and install the material C�ty of Bremerfon SR303 Comdor— 11th Street at Warren Avenue lll-96 June 2012 Intersechon lmprovements Dro�sron 8 ' lJ "Perv�ous Cement Conc Sidewalk", per square yard The unit price bid per square yard far "Pervious Cement Conc Sidewalk" shail be full pay for ' all labor, equipment and material necessary to furnish, form, place and cure the pervious concrete sidewalk, to include �oints, �omt fillers, buck outs, barricades, providing temporary access at driveways, testing, and all other items necessary for a complete sidewalk system � in place The un�t price also mcludes the recharge bed (crushed rock on filter fabric) as shown on the Plans ' 8-20 8-20.1 , � , � 1 Construction of a new traffic signal system at the intersection of Warren Avenue and 11 th Street 2 Construction of a new traffic signal system at the intersect�on of Warren Avenue and 13th Street 3 Installat�on of interconnect cab4e between the new signal at the intersection of Warren , Avenue/11th Street, existing signal at the intersection of Warren Avenue/16th Street, connecting to the new signal at the intersection of Warren Avenue/13th Street � � 4 Reconnection of the existing mterconnect cable from the intersection of Warren Avenue/6th Street to the new signal at the intersection of Warren Avenue/11th Street 5 Removal of the existing span wire signal system at Warren Avenue/11 th Street 6 Revisions to the existing circuit wiring for the illummation systems on Warren Avenue between 13th Street and 16th Street and on Broadway Avenue ' 8-20,1(1) Regulations and Codes ' � � ' • Latest adopted (by Washingtan State) edition of the National Electrical Code (NEC) • Laws, Rules, and Regulations for Instailing Electric Wires and Equipment, Department of Labor and Industries, State of Washington (L&I) • National Electrical Manufacturers Association (NEMA) • American Society for Testing and Materials (ASTM) C�ry of Bremerton ' SR303 Comdor — 11 th Street at Warnan Avenue Intersect�on Improvements ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL Description Section 8-20 1 is supplemented w�th the foilowmg �*�****� Work shall include furnishing and installing all materials necessary fo� the foliowing Section 8-20 1(1) is supplemented with the following �**�***� All material and work shall conform to the requirements of lll-97 June 2012 D�ws�on 8 ' • Iilummation Engineering Society (IES) • American Standards Association (ASA) � • American National Standards Institute (ANSI) • Washington State Department of Transportation Standard Spec�fications for Road, Br�dge, and Murnc�pal Construct�on 2010 (Standard Specifications) � • Washington State Department of Transportation Standard Plans for Road, Bridge and Municipal Construction (Standard Plans) • All applicable provisions of the Revised Code of Washington (RCW) and the Washington Admirnstrative Code (WAC), particularly those addressing the requirements for excavation and mstallation of underground utilities • Other City ordinances or requirements that may apply � City of Bremerton standards and details • All materials shail be UL approved Prior to start of work, all necessary licenses, permits, and approvals shall be obtamed The Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the performance of the work, the protection of ad�acent property, and the mamtenance of all other facilities The Contractor wdl be required to comply with all the provisions of these instruments and shall save and hold the City of Bremerton harmless from any damage that may be incurred as a result of the Contractor's fadure to comply with all the terms of these permits The Contractor is advised that an Electric Work Permit from the State Department of Labor and Industries shall be required for this pro�ect City of Bremerton Standards All matenal and installation procedures shail be in conformance with Divisions 7 and 8 of the City of Breme�ton Standards for Work m r�ghts-of-way and associated City of Bremerton Standard Details Where no City of Bremerton Standard or Standard Detail is applicable to the work being performed, or where a WSDOT Standard or Specification is specifically noted, the work and materials shall be in conformance with the WSDOT Standard Pians and Standard Speeifications Where there is a conflict between City of Bremerton Standards and Standard Details and the WSDOT Standard Plans and Standard Specifications, the City of Bremerton Standards and Standard Details shall take precedent A copy of The City of Bremerton Standards and Standard Details are included in Appendix C of these Special Provisions 8-20.2 Materials Section 8-20 2 is supplemented with the following �******� Matenais shall be as specified m Section 9-29 of the Standard Specifications and Section 9-29 of these Spec�al Provisions C�ty of Bremerton SR303 Comdor— 11th Street at Wanen Avenue Il1-98 ' June 2012 Intersechon Improvements D�vis�on 8 L� C� � � 8-20 2(1) Equipment List and Drawings Section 8-20 2(1) is supplemented with the following ��**�**� The Contractor shall submit complete shop drawings for the traffic signai standards referenced to the drawing number indicated m these Special Provisions The Contractor shall also submit product data for the followmg ' • Tra�c signal controller cabinet • Traffic signal controller 1 • Luminaires � Conduit ' • Wire • Junction boxes , • Photocell • Emergency vehicle detector and light ' + Vehicie signal heads • Pedestrian signal heads � ' � ' � , ' � • Pedestrian pushbuttons • Signs Approval of submittals may require up to 20 calendar days from the date the Engmeer receives the submittals untd they are returned to the Contractor The actual time required for approval is dependent upon the completeness and appropriateness of the drawings as submitted � Any deficiencies will require additional time for approval based on the degree of the deficiency and the additional review time required if the submittals are returned to the Cont�actor to correct deficiencies, an additional 20 calendar days may be required for the approval process If more than 20 calendar days are required for routine approval of submittals that are completed and accurate, the Contractor wdl be granted an extension of time equa! to the additional review time All submittal material shall be contained in a single submittal package If materiais are missing from the package, the entire package wdl be returned to the Contractor for resubmittal without review Materials not approved by the Engmeer wdl not be permitted on the �obsite City of Bremerton � SR303 Comdor — 11 th Street at Warren Avenue Intersectron Improvements lll-99 June 2012 D�v�s�on 8 r-- �I'' 8-20.3 8-20.3(1) Construction Requirements General Section 8-20 3(1) is supplemented with the followmg ��*****� All equipment shall be handled and protected so as to prevent damage Damaged equipment, if any, shall be repa�red or replaced by the Contractor to the satisfaction of the Engmeer at no additional cost to the Owner No new fixtures shall be constructed as part of this Contract that are in conflict with any existing utilities, or the code required thereby It shall be the Contractor's responsibility to locate all ut�lities whether above, on, or below the ground, and to protect against any and all damages arising from work under this pro�ect At least 48 hours before digging, the Contractor shall call the Utdities Underground Locator Center (telephone 1-800-424-5555) Contractor must ma�ntain locates during the duration of the pro�ect once they have been identified All manufacturers' warranties or guarantees on all electrical and mechan�cal equipment, consistent with those providsd as customary trade practice, shafl be assigned to the City of Bremerton Removal and Salvage of Existing Equipment All ex�sting signal equ�pment at the mtersection shall be removed by the Contractor All equipment, except as mdicated below to be salvaged, shall become the property of the Contractor and shall be removed from the pro�ect site When remov�ng equipment the Contractor shafi • Remove all wires for disconnected circuits from the conduit system • Remove ail elbow sections of abandoned conduit entering the �unction box • Remove all abandoned conduit encountered during the excavation to the nearest outlets or as directed by the Engineer • Completely remove all foundations including pole foundations and the controller cabinet/service cabmet foundation � Backfill voids created by removal of foundations and �unction boxes with crushed surfacmg top course and compact The controller cabinet shail not be removed until all associated electronic equipment has been removed by City personnel All other equipment shall be removed and delivered within 24 hours of the removal by the City personnel Span wires shall not be lowered or disconnected untd all assoaated signal equipment has been removed from the span wire City of Breme►ton SR303 Comdor— 11th Street at Warren Avenue ll1-100 June 2012 Intersect�on improvements Div�sron 8 ' ' ' � C� � � The following equipment at the intersection of Warren Avenue and 11th Street shall be removed by the Contractor, dismantled, and delivered undamaged to the City of Bremerton electrical shop located on Oyster Bay Road Contact Jeff Collins at least 3 days prior to delivery All equipment shall be unloaded by the Contractor as directed by the City • Traffic signal controller and controller cabinet • Service cabinet • Vehicle signal heads • Pedestrian signal heads • Push buttons • OPTICOM equipment • Span wire mounted signs All other equipment removed at either intersection shall become the property of the Contractor and shall be removed from the pro�ect site ' Order of Work The existing signal system shall be kept in full operation untd the new system is mstalled, tested, and operational ' 8-20.3(2) Excavating and Backfilling ' LJ ' ' , ' ' ' Section 8-20 3(2) is supplemented with the following �*�****� Backfill for trenches located under the roadway or sidewalk shall consist of control density fill . Backfill for all other trenches may consist of select native backfill from the excavation providmg that such material is free of organic material, clay, or other deleterious material If sufficient material from the excavation is not available, as determmed by the Engineer, the Contractor shall furrnsh and mstall crushed surfacmg top course for trench backfill meeting the requirements of Section 9-03 9(3) of the Standard Specifications All trenches shall be mechanically compacted by a power operated mechanical tamper or other mechanical compaction device approved by the Engineer Compaction shall be in conformance with Section 2-30 3(14), Method C of the Standard Specifications The temporary restoration of conduit trenches shall be as directed by the Engineer The Contractor warrants and represents awareness of the statutory provis�ons contained in RCW 19 122 010 through 900, that the Contractor has read and fully understands the same, and wdl comply with the requirements of these provisions, which are incorporated by reference herein The Contractor agrees that all trenchmg as well as excavating for all pole foundations shall be an "excavation" as defined under RCW Chapter 19122 and that such utdities constitute underground facdities The parties agree that remedies affected under RCW Chapter 19122 are also incorporated by reference herem Any cost to the Contractor as a result of this law shall be at the Contractor's expense C�ty of Bremerton ' SR303 Comdor— 1 ith Street at Warren Avenue Intersect�on Improvements ll1-101 June 2012 D�wsion B ' 8-20.3(4) Foundations Section 8-20 3(4) is supplemented with the foilowing �***�**� Each concrete found'ation shall be constructed in a single pour The foundation for the controller cabinet and service cabinet at the mtersection of Warren Avenue and 11th Street shall conform to the detad on the Drawmgs The foundation for the controller cabmet at the mtersection of Warren Avenue and 13th Street shall conform to City of Bremerton Standard Drawing 7015 Foundations located with the sidewalk or ramp areas shall be constructed to the top of subgrade and the sidewalk or ramp shall be constructed in a separate pour 8-20.3(5) Conduit Section 8-20 3(5) is supplemented with the following �******� Hot-dip galvarnzed r�gid steel conduit shall be used at the following locations a All conduit installed under roadways o Alf conduit installed above ground o The first 10 feet of conduit out of a �unction box in a run that goes to another �unction box except in locations where the Contractor is intercepting existing conduits and routing them into new �unction boxes o All conduit between the service point and the service cab�net Schedule 40 rigid PVC conduit may be used at all other locations Each empty conduit run shall contain a 200-pound breaking strength polyolefin pull cord, which shall be tied off at both ends All gaivarnzed conduit in contact with concrete shail be wrapped with 2-inch-wide, 10-md- thick electrical tape, Scotchrap 50 or approved equal, half-lapped Ali conduit installed underground shall have polyethylene Underground Hazard Marking Tape, 6-inches-wide, red legend "Caution-Electric Lme Buried Below," placed approximately 12 inches above the conduit C�ty of Bremerton SR303 Comdor— 11th Street at Wairen Avenue 1i1-102 Intersechon lmprovements June 2012 ' D►ws�on 8 � � � , ' All conduits may be installed by open trench at both locations, except that the conduit across the west approach of 13th Street at the intersection of Warren Avenue and 13th Street shall be installed by �acking or directional boring 8-20 3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8-20 3(6) is supplemented with the following �****��� ' Junction boxes shalt be located and oriented as shown on the Plans but may be ad�usted m the field by the Engineer to better fit ex�sting conditions No �unction boxes shail be located in pedestrian ramp areas See City of Bremerton Standard Drawing 7010 ' ' ' � ' � � � �� , ' � 8-20.3(10) Services Transformer, Intelligent Transportat�on System Cabinet Section 8-20 3(10) is supplemented with the following �***:�**� Service for the new signal system and for the new luminaires at the intersection of Warren Avenue and 11th Street shall be obtained from an existing pole-mounted transformer located as shown on the Plans The service for the new signal system at the intersection of Warren Avenue and 13th Street shall be obtained from the existmg service shown on the Plans 8-20.3(11) Testing Section 8-20 3(11) is supplemented with the follow�ng �*�****� Testing of the new traffic signal systems shall be in accordance with Section 8-20 3(11) of the WSDOT Standard Specifications Testing for the illumination system shall be m accordance with Section 7-20 9 of the City of Bremerton Standards All traffic signal terminations shall be numbered in accordance with the following chart C�ty of Bremerton ' SR303 Comdor — 11 th Street at Warren Avenue Intersect�on Improvements ll1-103 June 2012 D�v�sion 8 � Field Wiring Terminal Labels 501 AC+ 502 AC- 503 GND 504 — 510 Control Dispiay 511 — 515 Sign Lights Movement Number 1 Vehicle Head Red 611 Yellow 612 Green 613 Spare 614 Spare 615 AC- 616 Red Auxiliary 617 Yellow Auxdiary 618 Green Auxdiary 619 Pedestrian Heads and Detection Hand (DMI) 711 Man (Walk) 712 AC- 713 Detection 714 Common-Detection 715 Spare 716 Spare 717 Spare 718 Spare 719 Vehicle Detection AC+ 811 AC- 812 Det Common 813 Det A Out 814 Det B Out 815 Loop 1 Out 816 Loop 1 In 817 Loop 2 Out 818 Loop 2 In 819 Loop 3 Out 911 Loop 3 In 912 Loop 4 Out 913 Loop 4 I n 914 Loop 5 Out 915 Loop 5 In 916 Loop 6 Out 917 Loop 6 In 918 Field Wiring Chart 516 — 520 5A1 — 5D3 541 — 580 581 — 599 2 621 622 623 624 625 626 627 628 629 721 722 723 724 725 726 727 728 729 821 822 823 824 825 826 827 828 829 921 922 923 924 925 926 927 928 3 4 631 641 632 642 633 , 643 634 644 635 645 636 646 637 647 638 648 639 649 731 741 732 742 733 743 734 744 735 745 736 746 737 747 738 748 739 749 831 841 832 842 833 843 834 844 835 845 836 846 $37 847 838 848 839 849 931 941 932 942 933 943 934 944 935 945 936 946 937 947 938 948 Radroad Preempt Emergency Preempt Coordination Spare 5 6 7 8 651 652 653 654 655 656 657 658 659 751 752 753 754 755 756 757 758 759 851 852 853 854 855 856 857 858 859 951 952 953 954 955 956 957 958 661 662 663 664 665 666 667 668 669 761 762 763 764 765 766 767 768 769 861 862 863 864 865 866 867 868 869 961 962 963 964 965 966 967 968 671 672 673 674 675 676 677 678 679 771 772 773 774 775 776 777 778 779 871 872 873 874 875 876 877 878 879 971 972 973 974 975 976 977 978 681 682 683 684 685 686 687 688 689 781 782 � 783 784 785 786 787 788 789 881 882 883 884 885 886 887 888 889 981 982 983 984 985 986 987 988 Ciry of Bremerton SR303 Comdor— 11th Street at Wairen Avenue lU-104 June 2012 Intersect�on lmprovements D�v�s�on 8 ' ' ' ' �J � � , , ' , , 8-20.3(14) Signal Systems 8-20.3(14)A Signal Controllers Section 8-29 3(14)A is supplemented with the following �******� The signal controliers and controller cabmets shall be tested by the City of Bremerton in accordance with City of Bremerton Standard 8-100 8-20.3(14)B Signal Heads Section 8-20 3(14)B is supplemented with the following �******� Alignment of vehicular and pedestrian signal heads shall be approved by the Engmeer pnor to system turn-on All new vehicular and pedestrian signal heads shall be covered (sacked) completely with a 6-mil black polyethylene sheeting untd piaced into irntiai operation The type of mountmg hardware specified for the mast arm mounted vehicle signals may require modification at the time of mstalla#ion to accommodate as-built conditions After the pole assembly has been installed and leveled, the Contractor shall measure the distance between each mounting pomt on the arm and the roadway The type of mounting shall be mod�fied if necessary to achieve the following criteria 1 Red indications shall be m as straight a line as possible 2 The elevation of the heads meets the requirements of the table below Signal Display Vertic Cl Feet from Stop Line = 40 Feet � 45 Feet t 50 Feet = 53 to 150 Feet Mm Max � Min Max = M�n Max Mm Max ' 3 SECTION 12 Inches ` 16 5' 17 5' 16 5' 19 2' 16 5' 20 9' 16 5' 22 0' 4SECTION 121nches 165' 170' i 165' 180' 165' 197' 165' 208' 5SECTION121nches � 165' 170' 165' 175' � 165' 185' 165' 196' ' ' ' ' The Contractor shall provide and install the correct type of mountmg to achieve the critena noted above at no additional expense to the Owner " All vehicle signal heads shall be plumbed and ad�usted such that a person standing a distance m feet equal to four times the speed limit m miles per hour (mph) from the stop bar shall see the brightest image of the red section City of Bremerton , SR303 Comdor— 11th Street at Warren Avenue Intersec6on lmprovements ll1-105 June 2012 D�v�sion 8 0 ' ' 8-20.3(14)C Induction Loop Vehicle Detectors Section 8-20 3(14)C is supplemented with the following �******� Installation of induction loops shall confo�m to the Plans and Section 8-180 1 of the City of Bremerton Standards and City of Bremerton Standard Details 8001, 8002, 8003, and 8005 8-20.3(14)E Signal Standards Section 8-20 3(14)E is supplemented with the following �**:�***� Installation of signal standards shail also conform to applicable requirements of Section 8- 210 of the City of Bremerton Standards 8-20.3(15) Grout Section 8-20 3(15) is supplemented with the following �******� Where poles are located on cement pads or sidewalks, grout shall be mstalied between the base of the pole and the sidewalk or pad Grout shall be finished smooth and shall completely fill the void between the base and the pad or sidewalk 8-20.3(17) "As-Built" Plans Section 8-20 3(17) is supplemented with the foliowing �******� At the completion of the pro�ect, the Contractor shall provide a compiete set of as-built plans to the City Final acceptance of the proJect by the city shall not be made until the as-budt plans are rece�ved 8-20.4 Measurement Section 8-20 4 is supplemented with the following �******� Measurement for "Traffic Signal System and Iilumination System at Warren/11th, Complete" wdl be by lump sum and will include all work associated with the mstallation of the signal system at the intersection of Warren Avenue and 11th Street, as well as all work associated with the mstallation of the mterconnect system and the new poles and lummaires as shown on the Pians for Schedule A Measurement will also include removal of the existing system Measurement for "Traffic Signal System at Warren/13th, Compfete" wdl be by lump sum and wdl include all work associated with the installation of the signal system at the mtersection of Warren Avenue and 13th Street as weil as all work associated with the installation of the mterconnect system between 13th Street and 16th Street as well as toward 11 th Street with�n the limits of Schedule B as shown on the Plans C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue 111-106 June 2012 lntersechon lmprovements D�v�sion 8 , , 1 , ' I � _J � ' � ' � � �J ' ' C J �I � �' � , Measurement wdl also mclude all work associated with revisions to the dlumination c�rcuits on Warren Avenue between 13th Street and 16th Street and on Broadway Avenue ' 8-20.5 Payment � ' , ' � ' ' ' � ' 1 ' ' � Sectian 8-20 5 is supplemented with the following �******� "Traffic Signal System and Illumination System at Warren/11th, Complete", per lump sum The lump sum bid price on the Proposal will be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to the complete installation of the signal, illumination, and interconnect systems as shown on the Plans for Schedule A Payment shall also include all mast arm mounted traffic and street name signs and new luminaires on mast arm poles, as well as removal of the existing system including salvaged matenals Payment shall also mclude the restoration of all existmg improvements not specifically paid for by other Schedule A pay items "Traffic Signal System at Warren/13th, Complete", per lump sum The lump sum bid price in the Proposal wdl be full compensation for the costs of all labor, tools, equipment, and materials necessary or inadental to the complete installation of the signal and mterconnect systems as shown on the Plans for Schedule B, including all mast arm mounted signs and luminaires on mast arm poles and the restoration of all existing improvements not specifically paid for by other Schedule B pay �tems Payment wdl aiso include all work associated with the revisions to the existing dlumination circuits on Warren Avenue between 13th Street and 16th Street and on Broadway Avenue 8-22 PAVEMENT MARKING 8-22.1 Description Section 8-22 1 is supplemented with the foilowing �****:�*� Work shall include the removal of existing pavement markings and raised channelization as well as the installation of new plastic and painted pavement markings 8-22.2 Materials Section 8-22 2 is supplemented w�th the following �**�**�� Maferials shall conform to Sectron 8-22 of the WSDOT Standard Spec�fications 8-22.3 Construction Requirements Section 8-22 3 is supplemented with the following �******� General Crosswalk pattern shall conform to City of Bremerton Standard Detail 3257 C�ty of Bremerton , SR303 Comdor— 11th Street at Warren Avenue lntersecbon lmprovements !I1-907 June 2012 D�v►s�on 8 �_I Pavement arrows shall conform to City of Bremerton Standard Detail 3256 Pavement letters shall conform to WSDOT Standard Plan M-80 30-00 Delineation lines shall conform to WSDOT Standard Plans as applicable 8-22.3(6) Removal of Pavement Markings Section 8-22 3(6) is supplemented with the following �******� Pavement markings shall be removed by grinding or by some other means that will not damage the underlymg pavement 8-22.4 Measurement Section 8-22 4 is suppiemented with the following �*�:****� Measurement for the removal of all pavement markmgs, both plastic and paint, as well as the removal of the raised traffic curb w�11 be by lump sum Measurement for installation of pavement markings will be in accordance with Section 8-22 4 of the WSDOT Standard Specifications for the bid items as noted on the Proposal 8-22.5 Payment Section 8-22 5 is supplemented with the following �*****�� "Remove Pavement Marlongs, Complete", per lump sum The lump sum bid pnce m the Proposal wdl be compensation for the cost of all labor, tools, equipment, and matenals necessary or mcidental to remove all pavement markings and raised channelization as noted on the Plans or as necessary for the installation of the new pavement markings Payment for the installation of pavement markings wdl be in accordance with Section 8-22 5 of the WSDOT Standard Specifications for the bid items noted in the Proposal Add the following new section ��***�*� 8-30 LAY DOWN AREA AND FIELD OFFICE 8-30.1 Description Field O�ce No field office w�ll be required for the City of Bremerton NEW SECTION City of B�merion SR303 Comdor— 11th Street at Warren Avenue ll(-1U8 June 2012 Intersect�on Improvements Diwsron 8 � � � � � ' ' , � � ' � ' , ' , , ' ' Laydown Areas The property owner of the former tennis courts (located between 11�' and 12�' Streets, west of Warren Avenue and ad�acent to the pro�ect site) may be wdlmg to allow the property to be utdized for the pro�ect construction Arrangements with the property owner for use of this area shall be made solely by Contractor The City will require proof that such arrangements have been before this area is utdized The property owner is Robinson Mechanical, Inc 3121 Chico Way NW Suite A Bremerton, WA 98312 360 405 6740 office END OF DIVISION 8 City of Bremerton SR303 Comdor — 11 th Street at Warren Avenue lll-109 Intersecdon Impruvements June 2012 D�ws�on 8 ' ' ' 9-03 u 9-03 8 �� � � � , l_� ' , , � � 1 ' ' AGGREGATES DIVISION 9 MATERIALS Aggregates for Hot Mix Asphalt 9-03.8(7) HMA Tolerances and Adjustments (March 10, 2010 APWA GSP) Delete Item 1 and replace it with the following 1 Job Mix Formula Tolerances After the JMF is determined as required in 5-04 3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances 1", 3/4", 1/2", and 3/8" sieves U S No 4 sieve U S No 8 sieve U S No 200 sieve Asphalt Binder in Nonstatistical Evaluation #6% t6% t6% t2 0% t0 5% Commercial Evaluation t8% t8% t8% t3 0% t0 7% These tolerance limits constitute the allowable limits as described m Section 1-06 2 The tolerance lim�t for aggregate shall not exceed the limits of the control pomts section, except the tolerance limits for sieves designated as 100% passing will be 99-100 The tolerance limits on sieves shall only apply to sieves vinth control points 9-03.92(3) Gravel Backfill for P�pe Zone Bedding Delete the second to last sentence of Section 9-03 12(3) and replace with the followmg �****�*� 5 0 max for sanitary sewer and water main installation Add the following new section �******� 9-03 22 Mineral Aggregate for Topsoil 9-03.22(1) Mineral Aggregate for Topsoil Type A New Section Mineral Aggregate for Topsoil Type A shall be free of wood, waste, coating, or any other deleterious matenal All aggregate passmg the No 200 sieve size shali be non-plastic Mineral aggregate for Topsod Type A shall be analyzed by an accredited lab using #200, #40,1/4 mch, 3/4 mch and 1 mch sieves, and shall meet the followmg gradation City of Bremerfon SR303 Comdor— 11 th Street at Warren Avenue li1-111 June 2012 Intersect�on Improvements D�v�sion 9 ' ' Sieve Size Percent Passm 1" 100 3/4" 70-100 1 /4" 50-80 No 40 15-40 No 200 0-3 Efforts should be made to have the Mineral Aggregate for Topsoil Type A meet the followmg gradation coefficients Coe�cient of Uniformity (Cu = D60/D10) equal to or greater than 6, and Coefficient of Curve (Cc = D302/D60D10) greater than or equa1 to 1 and less than or equal to 3 9-05 9-05.2 9-05.2(6) DRAINAGE STRUCTURES, CULVERTS, AND CONDU(TS Underdrain Pipe Perforated PVC Underdrain Pipe Replace Section 9-05 2(6) with the following �******� Underdrain pipe and fittings shall be ASTM D 2241 SDR 21 (Class 200) with rubber gasket �oints Pipe shall have slotted perForations 0 040 inch wide by 1 0 inch long and spaced 0 25 inch apart on center The slotted perForations on the pipe shall be orientated as mdicated in the Plans Pipe size shall not exceed 8 inches in diameter unless mdicated othen�vise in the Plans 9-14 9-14.1 EROSION CONTROL AND ROADSIDE PLANTING � Section 9-14 1 is supplemented with the following �******� All soil shall be protected from all sources of additional moisture at the supplier, in covered conveyance, and at the pro�ect site untd incorporated into the work Sod placement and compaction wdl not be allowed when the ground is frozen or excessively wet, or when the weather is too wet as determmed by the Engineer When the Contract specifies testing by a Contractor-provided testmg laboratory, the laboratory must be an STA, AASHTO, or ASTM, or other designated recognized standards organization accredited laboratory with certification mamtained current The laboratory must be capable of performing all tests to the designated recognized standards specified, and will provide test results with an accompanymg Manufacturer's Cert�ficate of Compiiance C�ty of Bremerton SR303 Comdor — 11 th Street at Warren Avenue fl1-112 June 2012 Intersect�on lmprovements Div�sron 9 ' � � ' � 9-14.1(1) Topsoil Type A(Rain Garden Amended Soil) � ' ' � � � , Section 9-14 1(1) is supplemented with the following ��*****� Topsod Type A Rain Garden "Amended Sod shall cons�st of two parts compost, 35 to 40 percent, by volume meeting the reqwrements of Section 9-14 4(8), and three parts Mmeral Aggregate for Topsod Type A, 60 to 65 percent, by volume meeting the requirements of Section 9-03 22(1) in these Special Provisions The mixture shall be well blended to produce a homogeneous mix Efforts should be made to attam organic matter content as between 5 and 8 percent by dry weight per ASTM D2974, Standard Test Methods for Moisture, Ash, and Orgarnc Matter of Peat and Other Orgarnc Sods, with the final mix to be determined by the Engineer based on samples and test results submitted Submittals At least 14 Working Days in advance of construction, the Contractor must submit to the Engineer for approval 1 A 2-pound mmimum sample of Compost (Section 9-14 4[8]), 2 A 2-pound mirnmum sample of Mineral Aggregate (Sections 9-03 22(1) m these Special Provisions, 3 A 5 pound sample of mixed Topsod Type A, 4 Grain size analysis resuits of Mineral Aggregate for Topsoil Type A performed in � accordance with ASTM D422, Standard Test Method for Particle Size Analysis of Sods, � 5 Quality analysis results for Compost perFormed in accordance w�th Seal of Testing Assurance (STA) standards, as specified in Section 9-14 4(8)A and 9-14 4(8)B, � 6 Organic content test results of mixed Topsoii Type A Organic content test shall be perFormed in accordance with Testing Methods for the Examination of Compost and Composting (TMECC) 05 07A, "Loss-On-Ignition Organic Matter Method " LJ �J � ' ' , 7 Modified Proctor compaction testing of mixed Topsoil Type A, perFormed in accordance with ASTM D1557, Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort, 8 A description of the equipment and methods proposed to mix the Mineral Aggregate and Compost to produce Topsod Type A, 9 Permeabdity or hydraulic conductivity testmg of Topsod Type A, performed m accordance with ASTM D2434, Standard Test Method for Permeability of Granular Sods Assume a relative compaction of 85 percent of Modified maximum dry density (ASTM D1557), 10 Provide the foilowing information about the testmg laboratory(ies) City of Breme►ton SR303 Comdor— 11th Street atWarren Avenue !11-113 June 2012 Intersectron Improvements Dnr�s�on 9 ' a Name of laboratory(ies) including contact person(s), b Address(es), c Phone contact(s), d E-mad address(es), _ e Qualifications of laboratory and personnel includmg date of current cert�cation by STA, ASTM, AASHTO, or approved equal Preparation _ 1 Topsoil Type A shall be mixed uniformly to a homogeneous consistency Do not mix in the ram or wet conditions 2 Store stockpdes of orgarnc sod mix m a manner that prevents them from becoming wet from rain, stormwater runoff, or other sources of water or contaminated by fine soil or other undesirabie materiais - Ail stockpdes of mixed and pre-mixed Topsoil Type A material shall be protected and covered � 3 Place per Section 8-02 3 Add the followmg new subsection to Section 9-14 1 �******� 9-14.1(4) Topsoil Type D New Section Topsoil D shall consist of 2/3 sandy loam and 1/3 Compost , 1 Sandy loam or loamy sand shall consist largely of sand, but with enough sdt and clay present to give it a small amount of stabdity Individual sand grams can be seen and felt readily On squeezmg in the hand when dry, it shail form a cast that wdl not only hold its shape when the pressure is released, but shall withstand careful handling without breakmg 2 The mixed sod shall meet the following gradation Screen Size Percent Passm 3/8 inch 100 #�4 95 #10 85 #30 70 #60 50 #100 30 #270 15 C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue Il1-114 Intersecbon lmprovements , June 2012 ' D�vision 9 � � � i 3 Shall have a pH from 5 0 to 6 5 with dolomitic limestone added as necessary to attain this range ' 9-14.2 Seed Supplement Section 9-14 2 with the following ' �**�***� Seed mixture for all seeded areas (percent by weight) ' i ' � 11 � � � � ' • 50 percent low-grow turf type Perennial Rye Blend Pinnacle • 50 percent Creeping Red Fescue Pennlawn Seeding rate 5 pounds/1,000 squarefeet 9-14.3 Fertilizer Section 9-14 3 is supplemented with the following � �******� Fertdizer for plantmg beds and stormwater planters shall be slow release and organic fertilizer approximately 4-3-3 Fertdizer shall be applied according to manufacturer's recommendations and sod tests 9-14 4 Mulch and Amendments 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPS) Section 9-14 4(2) is supplemented with the following �******� Wood fiber mulch shall be 100 percent wood fiber manufactured by the defibrating process, from fir, hemlock, or alder The mulch shall have a minimum of 60 percent of fibers 8 5 mm or longer and 75 percent of the total fiber exceeding 3 5 mm m length Application rate shall be 50 pounds/1,000 square feet 9-14.4(3) Bark or Wood Chips Replace Section 9-14 4(3) with the following ���*�**� ' Mulch for plantmg areas shall be medium ground fir/hemlock bark Chips shall be 1/2 to 2 �nches with no more than 5 percent fines Medium fine bark is not acceptabie ' � 9-14.6 Plant Materiais 9-14.6(3) Handling and Shipping Add the following after the first sentence of the last paragraph of Section 9-14 6(3) Gty of Bremerton ' SR303 Comdor — 11 th St�eet at Warren Avenue Intersec6on Improvements ll1-115 June 2012 D�v�sion 9 ' �******� Branched plants shall be delivered with branches tied and exposed branches covered with material that allows air circulation Damage to root balls and desiccation of leaves shall be prevented Fertilizer shall be delivered to the site in ongmal unopened containers bearing manufacturer's chemical analysis, name, trade name, trademark, and indication of conformance to state and federal laws � 9-14.6{5) Inspection Replace Section 9-14 6(5) with the followmg �**���*� At the Job Site The Engmeer will inspect all plant material at the time of delivery to the s�te for conformance with requirements of plant schedules, plant specifications and storage and handling reqwrements All re�ected material wdl be removed immediately from the site The Contractor is to provide a minimum three days' notice prior to the date of plant delivery to the site During Construction The Eng�neer reserves the right to re�ect for nonconformance any or ail plant material at any time prior to the end of the warranty period Damaged plants will be re�ected and shall be removed from the site 9-14.6(6) Substitution of Plants Replace Section 9-14 6(6) with the following �******� Substitutions of plant materials will not be perm�tted unless authorized m writing by the Eng�neer If proof is submitted that any plant specified is not obtainable, a proposal wiil be considered for use of the nearest equivalent size or vanety with correspondmg ad�ustment of Contract price A mmimum of two options for each substitution shall be provided Such proof shall be substantiated and submitted in writing to the Engineer a mmimum of 45 days prior to start of work under this Section These provisions shall not relieve Contractor of the responsibdity of obtairnng speafied materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials 9-14.6(7) Temporary Storage Section 9-14 6(7) is supplemented with the following �**�:�**� Contractor shall 1 Protect plant material from dehydration, contam�nation and heating during delivery, storage, and handlmg ' 2 Store lime and fertilizer in cool dry location away from contaminants Crty of Bremerton SR303 Comdor— 11th Street at Wa�ren Avenue Il1-116 lntersecGon Improvements June 20t2 ' D�ws�on 9 � ' ' 1 ' 3 Protect plants at all times from freezing or drymg by protective screernng and mulching matenal Avoid drymg or damaging plants being moved from the nursery or storage area to the planting site 4 Handle balled and burlapped plants carefully to avoid cracking or breaking the earth ball Do not handle individuai plants by stem, trunk, limbs, or foliage but only by ball or other container 5 Install plants within one day of delivery to proJect site If there �s unavoidabie delay , cover rootba(Is with moist soit or mulch (mmed�ate�y remove from site all plants which are not true to name or which do not comply with specified requirements L�J ' 9-14.7 Stakes, Guys, and Wrapping Replace Section 9-14 7 with the following �******� Staking Materiais for trees 3 inches in caliper and below shall conform to the following ' 1 Commercial Ties Pre-manufactured ad�ustable ties made of plastic material as approved by Engineer ' 2 Wood Stakes Two-inch-by-two-inch-by-eight-foot long wood stakes, as shown m the Plans ' Balling and Burlappmg Materials 1 Burlap shall be non-treated Plastic burlap wdl be unacceptable � 2 Twine and Rope shall be biodegradable and fabr�cated from natural materials unless otherwise approved by Contractmg Agency's Arbonst � ' 9-28 SIGNING MATERIALS AND FABRICATION 9-28.8 Sheet Aluminum Signs ' Section 9-28 8 is supplemented with the following � �******� � All new signs shall be fabricated from sheet aluminum conforming to ASTM B209 alloy 6061-T6 ' 9-28.12 Reflective Sheeting Section 9-28 12 is supplemented with the foilowing � � � �*������ Reflective sheeting shall be glass bead or micro prismatic per standard WSDOT requirements for reflective sign sheeting City of Bremerton SR303 Comdor— 11th Street at Warren Avenue 111-117 June 20�2 lntersecLon Improvements D�vrs►on 9 ,- �, u � Add the fallowing new section �******� 9-28.16 Internally Illuminated Street Name Sign ' New Section ' lnternally illuminated street name sign is to be a LED Edge-Lit Internally Illuminated Street Name Sign — Single Sided Rigid Mount as manufactured by Carmanah Technologies Inc Model R409 Buddmg 4-203 Harbour Rd Victoria, BC, Canada V9A 3S2 Toll Free 1-877-722-8877 Direct (250) 380-0052 Fax (250) 389-0040 uwvw roadl�qhts com And shall meet the following requirements • Be Harborside Blue and match to existing City of Bremerton illuminated street name signs in downtown Bremerton . The outer d�mensions of the sign assembly sha11 be standard nominal heights of 15, 18, 20, 22, 24 inches, and standard nominal widths of 4, 5, 6, 7, or 8 feet • The maximum thickness of the sign shall be 1 60 inches • The maximum weight shall not exceed 4' x 18" 44 Ibs 6' x 18" 57 Ibs 8' x 18" 72 Ibs 4' x 24" 53 Ibs 6' x 24" 71 Ibs 8' x 24" 88 Ibs • The long edges of the sign shall be made from a single section of 6000 series alummum extrusion The ends caps sha{I be made from a smgle section of aluminum and shall be affixed to the frame with stainless steel screws The power supply shall be mounted internally in one of the end caps The non-electrical end cap shall be removable to enable replacing panels and components � The sign shall have a front panel that is UV, weather, abrasion and impact res�stant The front� panel shall be replaceable so that maintaming agencies have the option to supply theK own sheet�ng and electrocut f�lm for the sign faces • The sign must rigid mount directly to the signal mast arm or to a sign mast arm with no moving parts Sign bracket must be abie to be leveled to accommodate mast arms that are siightly ofF level Sign bracket hardware must mount to Pelco Astro-Brac AS-3009 or equivalent + The sign and power supply should be able to withstand and operate at temperature extremes of -22 deg F to +140 deg F s Signs shall be tested and certified for the foilowing environmental conditions Exclusion of Water Test Strain Relief Test Temperature Test Dielectnc Voltage-Withstand Test • A representative sample of the product shall be tested in accordance with the Standards for Electric Signs (UL 48) s Sign shall be able to withstand wind loading of 150 mph w�th 1 14 gust factor and �ce loadmg as per AASHTO LTS-4 2001 Gallapmg, Natural Wmd Gusts, Truck-Induced Gusts per AASHTO LTS-4 2001 ANSI C136 31 ' � ' ' ' , C IJ � LJ ' � �l ' C►ty of Bremerton �, SR303 Comdor— 19th Street at Warren Avenue ll1-118 June 2012 , Intersect►on Improvements D�v�s�on 9 u ' ' ' L' ' ' ' l�J • G mertial applied perpendicular and vertically to sign face • Oscillations of 12 in amplitude at 1 Hz over 20 years, including fatigue considerations per FHWA recommendations for signage s The entire surFace of the sign panel must be evenly dlummated w�th a mirnmum average brightness reading at the letters of 400 lux and a variation of no more than 15% for any reading from the average (mirnmum of 50 readings) Each background readmg measured must not vary by more than 10% (minimum of 50 readings) from the average of the background brightness readings The light transmission factor of the sign panel must provide a letter to background ratio of a m�rnmum of 4 1 � The light source for the sign shall be LEDs (light emitting diodes) LEDs shail be mounted along both the top and bottom edges of the sign The LEDs shall evenly dlummate a light panel that is the same dimensions of the sign face The LEDs shall have a mmimum rated lumen maintenance of 70% at 50,000 hours A maximum of four LEDs per square foot shall be used • The average power consumption of the sign shall not exceed 4ft = 30 Watts 6ft = 48 Watts 8ft = 55 Watts • The sign shall be an Energy Star Qualified Product • The Sign shall be listed and approved to UL 48 Standards by a Nationally Recognized Testmg Laboratory The outside of the sign shall be marked with a certification mark for Electnc Signs UL 48 • Sign must be guaranteed for a mmimum of three years � 9-29 ILLUMINATION, SIGNAL, ELECTRICAL � ' � ' ' � �� ' ' Section 9-29 is supplemented with the following �******� General Ali electrical materials shall be UL approved 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes Section 9-29 2 is supplemented with the following ��*****� Junction BoXes Junction boxes shall be concrete and shail be Type 1, 2, or 8 as noted on the Plans All �unction boxes shall have locking lids Type 1 and 2 �unction boxes shall conform to WSDOT Standard Plan J-40 10-02 Type 8 �unction boxes shall conform to WSDOT Standard Plan J-40 30-02 All �unction boxes, regardless of function, shall have the letters "ELEC" on the lid In addition to the letters "ELEC", lids on boxes shall also have legends conformmg to Section 9-29 2 of the Standard Speci�cations All lids and frames shall be hot-dip galvarnzed See Section 8-180 5 of the City of Bremerton Standards and City of Bremerton Standard Detads 7010 and 7011 for additional requirements C�ty of Br+emerton SR303 Comdor — 91 th Street at Wanen Avenue ll1-119 June 2012 Intersection lmprovements D�ws�on 9 1 Ali �unction boxes placed m the sidewalk area shall have non-slip surFaces on the lids wh�ch meet the requirements of American with Disabdities Act (ADA) and Public right-of-Way Accessibdity Guidelines (PROWAG) 9-29.6 Light and Signal Standards 9-29.6(1) Steel Light and Signal Standards Section 9-29 6(1) is supplemented with the followmg (January 2, 2012 WSDO7� Light Standards with Type 1 Luminaire Arms Lightmg standards shall be fabricated in conformance with the methods and materials specified on the pre-approved Plans listed below, provided the following requirements have been satisfied � (a) Light source to pole base distance (H1) shall be as noted in the Plans Verification of H1 distances by the Engmeer, prior to fabricat�on, is not required Fabrication tolerance shall be t 6 inches b All other re uirements of the S ecial Provisions have been satisfied Pre-A roved Plan Fabricator Mountin Hei ht Drawing No DB00654 Rev G Valmont Ind Inc 30', 35', 40' and 50' Sheets 1, 2, 3, and 4 Drawing Ido W3721-1 Rev H Ameron Pole Prod Div 40' and 50' and W3721-2 Rev C Drawing No NWS 3510 Rev 1 or Northwest Signal Supply, Inc 25', 30', 35', 40', 45' NWS 35106 Rev 1 and 50' Drawing WS-SL-01 Revision 7 American Pole Structures, inc 25', 30', 35', 40', 45', Sheets 1 and 2 of 2 and 50' Drawing 71035-B39 Rev R9 1 Union Metal Corp 40' Sheets 1 and 2 of 2, and 6100-B33� Rev R1 Drawing 71035-B50 Rev R2 1 Union Metal Carp 50' Sheets 1, 2 and 3 and B 100-8335 Rev R 1 Drawmg 71035-B47 Rev R3 Union Metal Corp 40', 50' Sheet 1 of 1 Elbow Mountin Detad Drawmg No WSDOT-LP-01 Rev 4, West Coast Engineenng Group 25', 30', 35', 40', 45', Sheets 1 and 2 or and 50' WSDOT LP-01-BE Rev 3, Sheets 1 and 2 or WSDOT - LP-01-C8B Rev 2 Crty of Bremerton SR303 Comdor— 11 th Street at Warren Avenue IH-120 Intersechon Improvements June 2012 , D�v�s�on 9 � , ' ' � ' � Traffic signal standards shall be furnished and mstalled in accordance with the methods and materials noted in the applicable Standard Plans, pre-approved plans, or special design plans � ' l� Drawing No 10-31-RWP-1 Rev 4 KW Industries 25', 30', 35', 40', 45', Sheets 1, 2, and 3 and 50' Drawing No 10-31-RWP-3 Rev 2 KW Industnes (Bridge Mount Detads) �******� Traf�ic Signal Standards Traffic signal standards shall conform to the WSDOT preapproved plans noted below except that the poles shall be modified as noted at the end of this section Modifications shail include intearal recessed terminal compartments All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals Weldmg inspection shall comply with Section 6-03 3(25)A Welding Inspection Hardened washers shall be used with all signal arm connecting bolts mstead of lock washers All signal arm AASHTO M 164 connecting bolts tighternng shall comply with Section 6-03-3(33) Traffic signal standard types and applicable characteristics are as foilows � Type PPB Pedestnan push button posts shail conform to Standard Plan J-20 10 or to one of the following pre-approved plans � ' ' Fabr�cator Northwest Signal Supply Inc Valmont Ind Inc Ameron Pole Prod Div Union Metal Corp West Coast Engineer�ng Group KW Industries Drawm4 No NWS 3540 Rev 2 and NWS 3540B Rev 2 DB00655 Rev H Sht 1, 2& 3 M3723 Rev G TA-10035 Rev R3 WSDOT-PP-01 Rev 1 10-200-PED-1 Rev 5, Sheets 1 and 2 � Type PS Pedestrian signal standards shall conform to Standard Plan J-20 16 or to one of the following pre-approved plans � � ' Fabricator Northwest Signal Suppiy Inc Valmont Ind Inc Ameron Pole Prod Div Union Metal Corp West Coast Engineering Group Drawing No NWS 3540 Rev 2 and NWS 3540B Rev 2 DB00655 Rev H Sht 1, 2& 3 M3723 Rev G or W3539 Rev B TA-10025-A, Rev R14 WSDOT-PP-02 Rev 1 , C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue /ntersec6on Improvements ll1-121 June 2012 D�v�s�on 9 ' ' American Pole Structures, Inc WS-PP-03 Rev 1 C KV1/ Industries 10-200-PED-1 Rev 5, Sheets 1 and 2 Type I Type I vehicle signal standards shall conform to Standard Plan J-21 15 or to one of the following pre-approved plans Fabricator Northwest Signal Supply Inc Valmont Ind Inc Ameron Pole Prod Div Union Metal Corp West Coast Engineering Group American Pole Structures, Inc KW Industries Type FB Drawma No NWS 3540 Rev 2 and NWS 3540B Rev 2 DB00655 Rev H Sht 1, 2& 3 M3723 Rev G or W3539 Rev B TA-10025-A, Rev R14 WSDOT-PP-02 Rev 1 WS-PP-03 Rev 1 C 10-200-PED-1 Rev 5, Sheets 1 and 2 ' ' ' � i � Type FB flashmg beacon standard shall conform to Standard Plan J-21 16 or ' the following pre-approved plan Fabricator Valmont Ind Inc Union Metal Corp Ameron Pole Products Division American Pole Structures, Inc Northwest Signal Supply, Inc KW industries Type RM Drawmg No DB00655 Rev H Sht 1, 2& 3 50200-B58 Rev R4 W3539 Rev B WS-PP-03 Rev 1 C NWS 3540 Rev 2 and NWS 3540B Rev 2 10-200-PED-1 Rev 5, Sheets 1 and 2 � ' � Type RM ramp meter standard shall conform to Standard Plan J-22 15 or � the following pre-approved plan Fabricator Valmont �nd Inc Union Metal Corp Ameron Pole Products Division Northwest Signal Supply, Inc KW Industnes Drawing No DB00655 Rev H Sht 1, 2& 3 50200-B58 Rev R4 W3539 Rev B NWS 3540 Rev 2 and NWS 3540B Rev 2 10-200-PED-1 Rev 5, Sheets 1 and 2 ' ' ' � ' City of Bremerton SR303 Comdor — 11 th Street at Warren Avenue Intersect�on Improvements ll1-122 June 2012 , D�wsron 9 � � ' Type CCN Type CCN camera pole standards shall conform to one of the following pre-approved Plans , ' �! � � Fabricator Drawma No Valmont Ind Inc DB 00759 Rev P Sht 1& 2 Ameron Pole Products Division W6CCTV1 Rev D West Coast Engineering Group AP-WSDOT-CP-01 Rev 3 American Pole Structures Union Metal Corporation Union Metal Corporation KW Industries Northwest Signal Supply, Inc Type II Characteristics ' Luminaire mounting height Lummaire arms ' Luminaire arm length Signal arms LLC WS-CP-01 Rev 1 C Sht 1& 2 Drawmg No P33-B317, Rev R3, Sheets1, 2 of 2 Drawing No P33-B318, Rev R6, Sheets 1, 2 of 2 Drawmg No 10-200-CAM-1 Rev 6, Sheets 1 and 2 Drawing No NWS 3545 Rev 1 NA NA NA One Only Type II standards shall conform to one of the following pre-approved plans, provided 1 all other requirements noted herein have been satisfied Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator 1 ' � _� � ' Signal Arm Lenqth (max) 65 ft 65 ft 65 ft 65 ft 45 ft 65 ft 65 ft 65 ft 65 ft Fabricator-(x) (y) (z) Valmont Ind Inc -(2894) Union Metal Corp (2900) Ameron Pole-(2900) Northwest Signal-(2802) Supply Inc American Pole (1875) Structures, Inc American Pole (2913) Structures, Inc KUV Industries West Coast Engineermg Group Maico Industries (2894) r Type III Characteristics ' �� � Luminaire mounting height Luminaire arms C�ty of Bremerton SR303 Comdor— 11th Streef at Warren Avenue Intersect�on Improvements DrawinQ No D600625-Rev P, Shts 1, 2, 3&4 71026-B86 Rev R7 Shts 1, 2& 3 W3724-1 Rev I& W3724-2 Rev F NWS 3505 Rev 4 or NWS 3505B Rev 4 WS-T2-L Rev 6 WS-T2-H Rev 6 10-200-TSP-4 Rev 5, Sheets 1, 2, and 3 WSDOT-TS-01 Rev 3, Sheets 1, 2, and 3 WSDOTMA Rev 3, Sheets 1, 2, and 3 30ft, 35ft, 40ft, or50ft One Only ll1-123 June 2012 Diws�on 9 ' Lummaire arm type Type 2 Lummaire arm length (max ) 16 ft Signal arms One Only Fabncator-(x) (y) (z) Valmont Ind Inc -(2947) Type III standards shall conform to one of the followmg pre-approved plans, provided all other requirements noted herein have been satisfied Maximum (x) (y) (z) signal ' arm loadings in cubic feet are noted after fabncator Signal Arm Lenqth (max) 65 ft 65 ft 65 ft 65 ft 65 ft 65 ft 65ft Type IV Northwest Signal-(2802) Supply Inc Ameron Pole-(2900) Prod Div West Coast Engineering Group Maico Industries (2947) KW Industries Union Metal Corp Drawmq No DB00625-Rev P, Shts 1, 2, 3& 4 and "T" lummaire arm NWS 3505 Rev 4 or NWS 35056 Rev 4 W3724-1 Rev I& W3724-2 Rev F and "T' luminaire arm WSDOT-TS-01 Rev 3 Shts 1, 2, & 3 WSDOTMA Rev 3 Sheets 1, 2, and 3 and "T' luminaire arm 10-200-TSP-3 Rev 5, Sheets 1, 2, and 3 71026-695 R3 Sheets 1, 2, and 3 ai � �_� � � ' ' � Type IV strain pole standards shall be consistent with detads m the Plans and Standard Plan J-7c or one of the following pre-approved plans � f Fabricator Northwest Signal Supply, Inc Valmont Ind inc Ameron Pole Products Division Union Metal Corporation American Pole Structures, Inc Maico Industries Drawing No NWS 3525 Rev 2 or NWS 3525B Rev 2 5000-4 M3650 Rev D EA-10224, Rev R8 9000-12-037 Rev A WA-SP-4 Rev 2, Sheets 1 and 2 of 2 Type V Type V combination strain pole and lighting standards shall be consistent with detads in the Plans and Standard Plan J-7c or one of the followmg pre- approved plans Fabricator Drawinq No Ameron Pole Products Division M3650 Rev D Northwest Signal Supply, Inc NWS 3525 Rev 2 or NWS 3525B Rev 2 Maico Industries WA-SP-5 Rev 2, Sheets 1, 2& 3 and "T" lummaire arm The luminaire arm shall be Type 2, 16 foot maximum and the luminaire mounting height shall be 40 feet or 50 feet as noted in the Plans Ciry of Bremerton SR303 Comdor— f lth Street at Warren Avenue NI-124 June 2012 Intersechon lmprovements Divrs�on 9 ' ' ' � , , � ' ' � ' � 1 , L _l � J , ' ' , , � ' LJ � �' , � Type SD Type SD standards require special design All special design shall be based on the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Lummaires and Tra�c Signals and pre-approved plans and as follows 1 A 90 mph wind loading shall be used 2 The Design Life and Recurrence Interval shall be 50 years for lummaire support structures 3 Fatigue design shall conform to AASHTO Section 11, Table 11-1 using fatigue category III Complete calculations for structurai design, including anchor bolt details, shall be prepared by a Professionai Engmeer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural Eng�neer All shop drawmgs and the cover page of all calculation submittals shall carry the Professional Engineer's onginal signature, date of signature, original seal, registration number, and date of expiration The cover page shall include the contract number, contract title, and sequential index to calculation page numbers Two copies of the associated design calculations shali be submitted for approval along with shop drawings Detads for handholes and luminaire arm connections are avadabie from the Bridges and Structures Office Foundations for various types of standards shall be as follows Type PPB Type PS Type I Type FB Type RM Type CCN Type II Type III Type IV Type V Type SD As noted on Standard Plan J-20 10 As noted on Standard Plan J-21 10 As noted on Standard Plan J-21 10 As noted on Standard Plan J-21 10 As r�oted on Standard Plan J-21 10 As noted m the Plans As noted in the Plans As noted in the Plans As noted m the Plans and Standard Plan J-7c As noted in the Plans and Standard Plan J-7c As noted in the Plans In addition, poles shall meet the following requirements 1 Poles and arms shall be round or octagonal in cross section, the size of the arm where it connects to the pole shall not be larger than the pole size at that height The largest gauge pole thickness shall be used such that the pole diameter shal{ be a minimum 2 The handhole shall be withm 18 mches of the base City of Bremerton � SR303 Comdor — 11 th Street at Warren Avenue IntersecGon lmprovements ll1-125 June 2012 Div�sron 9 ' All Type 2 and Type 3 signai standards sha11 have a recessed terminal compartment Recessed termmal compartments shall consist of a 6-inch by 29-inch by 1/2-inch steel reinforcing frame with a fillet welded 3/8-inch back plate All steel shail conform to ASTM A572 Gr 50 specifications The frame shall be welded to the pole shaft with a compiete �oint penetration groove weld The compartment shali be welded to the side of the pole shaft as specified on the SIGNAL STANDARD TABLE plan sheet The recessed terminal compartment door shall be 16-gauge stainless steel with a 22-inch- long continuous hmge welded to the door The hinge shall be attached to the frame with 10- 32 by 1-inch long zinc-plated bolts The door shall have a water tight neoprene gasket the full circumference of the door The door shall have a best brand slam lock with a red core Two 602-24 marathon termmal strips shall be mounted in the compartment The terminai strips and door shall be installed at the factory prior to delivery of the poles 9-29.10 Luminaires Section 9-29 10 is supplemented with the following �******� , All luminaires shall be "cobra head" style units meetmg all requirements of Section 9-29 10 of the Standard Specifications, Sect�on 7-20 2 of the City of Bremerton Standards, and as specified below Ail urnts shall be equipped with a flat lens of heat-resistant, high-impact borosilicate glass All fasteners shall be sta�nless steel The luminaire shall mcorporate a"power module" assembiy to which are mounted the ma�or electrical components for multiple operation including ballast, capacitors, etc Access to the termmal board and ballast assembly shall be accomplished by the loosernng of a single captive screw on the power door The lummaire shall contam an internal bailast as specified The ballast shali be prewired to the lamp socket and terminal board The entire "power module" assembly shall be quickly and easdy removable and replaceable through the use of quick-disconnect plugs Luminaires with photoelectnc receptacles shall be in accordance with EE1-NEMA standards The receptacle shall be prewired to the terminal board and quick-disconnect plugs All reflectors shall be manufactured of prismat�cally formed borosdicate glass All luminaires shall be set to provide an M-C-III I�ght distribution pattern Lamps shall be 240 V, high-pressure sodium-vapor units as manufactured by General Electric or Sylvarna 9-29.10(1) Conventional Roadway Luminaires Section 9-29 10(1) �s supplemented with the following C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue ll1-126 lntersect�on Improvements June 2012 � Dro�swn 9 � � L I � I1 1 � �******� Manufacturer, design, and model shall meet City of Bremerton requirements, approved manufacturers for biddmg are Sprmg City Lighting, Sun Valley Lighting, and Lumec Lighting 9-29.12 Electrical Splice Materials 9-29.12(2) Traffic Signal Splice Material Section 9-29 12(2) is supplemented with the following �******� Splices connectmg the lead-in wire to the mduction loop wire shall be made at the �unction box ad�acent to the loap using splice kits having a rigid outside casing See Section 8-180 1 of the City of Bremerton Standards , 9-29.13 Traffic Signal Controllers ' � � ' ' , ' lJ , r Section 9-29 13 is supplemented with the following �****�*� Traffic signal controllers and cabinets shall conform to Section 8-80 of the City of Bremerton Standards and shall include new Best lock cores keyed for the City Contact Jeff Collins at the City of Bremerton for specific requirements 9-29.16 Vehicular Signal Heads, Displays and Housing 9-29.16(2) Conventional Traffic Signai Heads Section 9-29 16(2) is supplemented with the following ��*****� Vehicular signai heads shall be LED conformmg to the WSDOT Standard Specifications Opticai units shall conform to Section 9-29 16(2)A of the WSDOT Standard Specifications Each signal head shall have a 1/4-inch drain hole All heads shall be equipped with backplates and tunnei visors manufactured from alummum Signal housmgs shall conform to Section 9-2916(2)B of the WSDOT Standard Specifications Polycarbonate hous�ngs, backplates, or lenses are not acceptable All housings, backplates, visors, and mounting hardware shall be factory painted tra�c- signal-green baked enamel 9-29.18 Vehicle Detector Section 9-29 18 is supplemented with the following City of Bremerton � SR303 Comdor— 11th SFreet at Wanen Avenue Intersect�on lmprovements 111-�27 June 2012 Drv�s�on 9 , �*�****� Vehicle detectors shall be of the induction loop type in the shape and at the locations indicated on the Plans See Section 8-180 1 of the City of Bremerton Standards Add the foliowing new section �**�**�� 9-29.18(3) Emergency Vehicle Detection New Section Emergency vehicie detection equipment shall conform to sections 8-90 11 and 8-140 of the City of Bremerton Standards 9-29.19 Pedestrian Push Button Section 9-29 19 is supplemented with the following �****�*� Pedestrian push buttons shall be Advisor Accessible Pedestrian Signals (APS) as manufactured by Campbell Company and meeting all Federal and ADA requirements The unit shail include all accessories necessary for proper funct�ornng Mounting type shall be "AH" Manufacturer's information is included in Appendix "J" of these Special Provisions 9-29.20 Pedestrian Signals Section 9-29 20 is supplemented with the foliowing �******� Pedestrian signais shall be LED countdown units conforming to Section 8-200 3 of the City of Bremerton Standards 9-29.24 Service Cabinets Section 9-29 24 is supplemented with the following �**�***� Service cabinets shall conform to Section 7-20 5 of the City of Bremerton Standards Internal companents to be included with each cab�net are noted on the Plans 9-30 9-30.1 WATER DISTRIBUTION MATERIALS Pipe Section 9-30 1 is supplemented with the following �******� Ductile iron pipe, 12 mches in diameter and smaller, shall be thickness Class 52 unless otherwise mdicated on the Plans Ductde iron pipe and fitting shall be United States Pipe and Foundry Co , Pacific States Cast Iron Pipe, American Cast Iron Pipe Company, or approved equal All pipe shall be push-on style with restrained �omts or usmg restrained �oint push-on gaskets except where mechanical �oints or flanged �oints are specifically required C�ty of 8remerton SR303 Comdor— 11th Street at Warren Avenue !1I-128 June 2012 Intersect�on Improvements D�ws�on 9 ' ' 9-30.2 ' 9-30.2(6) Fittings Restrained Joints Section 9-30 2(6) is supplemented with the following � ' � ' �******� Restramed �oints are required for all pipe, fitt►ngs, and specials Unless otherwise speafied, restrained Joints shall be the push-on type modified for restraint Jomts shali be the Flex-Ring or Lok-Ring Joint as manufactured by American Cast Iron Pipe Company, TR Flex Joint as manufactured by US Pipe, or Boltless Restramed Joint Fastite Joint by Pacific States Cast Iron Pipe Company, or approved equal Restrained �oints shall be capable of bemg deflected after full assembly Joints for pipe diameters 12-inches and less shall be capable of a 5 0 degree deflection Jomt assembly shall be in strtct conformance with ANSI/AW1NA C600 and manufacturer's recommendations No field cuts of restrained pipe are permitted without prior approval of the Construction Manager Restramed �oints shall be rated for 250-psi service pressures � , Restrained �oint push-on gaskets may be used in lieu of restrained �oint pipe Field Lok gaskets as manufactured by US Pipe, Fast Grip gaskets as manufactured by American Cast Iron Pipe Company, or approved equal may be used Restramed �omt push-on gaskets must be rated for 350 psi working pressure or greater and must meet the material requirements of � ANSI/AVWVA C111/A2111 Ali manufacturer's instructions, recommendations, and requirements must be stnctly adhered to when mstalling restrained �omt push-on gaskets , 9-30.3 Valves 9-30.3(4) Valve Boxes ' Section 9-30 3(4) is supplemented with the following �******� ' All valve boxes shall be two-piece cast iron, and equipped with a suitable extension for a 36-inch to 65-mch trench depth Top sections and lids will be designed for installation in vehicular areas Lids will be labeled "WATER", and lid tabs will point in the direction of the � water ma�n All valves and valve boxes wdl be set plumb with the valve box centered on the valve Valve box mstallation shall comply with the detads shown in the plans for paved area locations and unpaved area locations � Cast iron valve boxes shall be Olympic Foundry or approved equivalent 9-30 3(5) Valve Marker Post I_J � � Delete this entire Section and replace with the following �******� Valve marker posts shall be Fog-Tite Meter Seal Company, or approved equivalent C�ty of Bremerton � SR303 Comdor— 11 th Street at Warren Avenue lntersection Improvements IlI-129 June 2012 D�v�s�on 9 ' 9-30.5 Hydrants Replace this section in its entirety with the following �*****�� Fire hydrants shall conform to AVWVA Standard 502-8Q for post-type, dry-barrel self-drairnng hydrants suitable for at least 84-mch depth Hydrant e�ensions shall be furnished and mstalled as necessary Fire hydrants shall be Mueller Centurion, M&H 929 or approved equal 9-30.5(2) Hydrant Dimensions Section 9-30 5(2) is supplemented with the following m �***�x**� All ports shall have National Standard Threads or other connection devices consistent with local fire protection authority requirements All valves and caps shall open counterclockwise and have a 12-inch flat point pentagon operation and cap nuts Hydrants shail be breakaway tra�c models The configuration of the fire hydrant assembly shall be as shown m the plans The assembly shall have a cast iron tee (with mechanical �omt connections to the mam) a flanged tee, a flanged gate valve with valve box, a 6-inch ductde iron pipe extension and shackle rods to connect the hydrant to the auxiliary valve at the main The shackle rods shall be 3/4-inch-d�ameter steel rods of suitable length 9-30.5(6) Guard Posts Replace this Section in its entirety with the following �******� Hydrant Guard Posts shall be 6-inch-diameter concrete filled ductde iron pipe, Class 52, 6 feet long Pipe shall be painted with two coats of Rust-Oleum high-gloss yellow paint 9-30.6 9-30.6(1) Water Service Connections {2lnches and Smaller) Saddies Replace this Section in its entirety w�th the following �******� Saddles shall be ductde iron, double strap with female (cc) thread outlet Saddles shall be rated for 200-psi service pressures C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue ll1-130 IntersecGon lmprovements ' June 2012 � Divrsion 9 � � ' LJ lI ' ' � ' t 1 L_l ' C_ l , � � ' 9-30.6(2) Corporation Stops Replace this Section in its entirety with the following �******� For polyethylene pipe, the corporation stop shall be with AW1NA tapered thread (cc) inlet by compression �oint outlet All �omts with plastic pipe sha(I be made utdizing stainless steel inserts along with couplings and adapters 9-30.6(3) Service Pipes 9-30 6{3)B Polyethylene Tubing Section 9-30 6(3)B is supplemented with the foliowing �******� Service Imes shall be black Himol Class 200 polypipe, copper tube sized, Driscol Pipe The tubmg shail be coupled using compression fittings, conforming to the requirements of AWWA C800, minimum 150 psi working pressure Ford Grip Joint fittings are not acceptable Gry of eremerton ' SR303 Comdor— 11th Stree[ at Warren Avenue lntersecbon lmprovements END OF DIVISION 9 IlI-131 June 2012 D�visron 9 ' ' ' � u ' (April 2, 2012) Standard Plans The State of Washington Standard Plans for Road, Bridge and Murncipal Construction M21-01 transmitted under Publications Transmittal No PT 09-013, effective April 2, 2012 is made a part of this contract ' The Standard Plans are revised as follows B-10 20 and B10 40 Substitute "step" in lieu of "handhold" on plan ' C-14a SECTION B, callout — 1'/2" PVC CONDUIT (TYP ) is revised to read 1'/4" PVC CONDUIT (TYP ) callout (mark) 8 #9 � 36" {TYP ) is revised to read callout (mark) 8 #8 � 36" (TYP ) ' EPDXY BAR EXPANSION JOINT DETAIL, callout (mark) W#9 (epoxy coated symbol) � 36" (TYP ) is revised to read callout (mark) 8#8 (epoxy coated symbol) � 36" (TYP ) C-23 60 , Note 4 For anchor post assembly detads, see Standard Plan C-1 b Use detail on this plan for wood breakaway post (No block on this post) ' � Is revised as follows Note 4 For anchor post assembly details, refer to standard plan C-1 b for Sim Installation, with the exception of using the wood breakaway post detad, this plan (No block on this post) Typical for both steel or wood guardrad runs ' G-24 40 Existing cailout - CORNER BOLT (TYP ) New callout - CORNER BOLT OR SHOULDER BOLT (TYP ) ' I-30 50 Deleted ' J-1f Note 2, reference to J-7d is rev�sed to J-15 15 References to J-9a (3 instances) are revised to J-60 05 ' J-3b Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J-6C is revised to read "SEE STANDARD PLAN J-10 10 ° , Sheet 2 of 2, Plan View of Service Cabinet Notes, references to Std Plan J-9a are revised to J-60 05 (3 instances) � , J-7c Note 3, reference to J-7d is revised to J-15 15 J-16b Key Note 1, reference to J-16a is revised to J-40 36 C�ty of Bremerton ' SR303 Comdor— 11th Street at Warren Avenue Intersect►on Improvements Il1-133 December 2011 Div�sron 9 � ' J-16c Key Note 1, reference to J-16a is revised to J-40 36 J-20 10 Sheet 2, 2-Way Mounting Angle Detad, Dimension 1 625" is revised to 1 8125" Dimension 2 375" is revised to 2 1875" J-75 40 Monotube Sign Structure, elevat�on, callout — EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC MINIMUM SIZE # 8 Is rewsed to read, EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC mirnmum size # 4 AWG Detail C, callout— EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC MIN SIZE # 8 Is revised to read, EQUIPMENT GROUNDING COIVDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG J-75 45 elevation, callout — EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC MINIMUM SIZE # 8 Is revised to read EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC mmimum size # 4 AWG Detail D, callout— EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC MIN SIZE # 8 Is revised to read EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG K-80 30 In the NARROW BASE, END view, the reference to Std Plan C-8e is revised to Std Plan K-80 35 L-20 10. Sheet 1 Delete all references to tension cabie and substitute tension wire Add knuckled selvage is required on the top edge of the fence fabnc L-20 10, Sheet 2 Delete all references to tension cable and substitute tension wire All rope thimbles, wire rope clips and seizing are not required L-30 10. Sheet 1 Delete all references to tension cabie and substitute tension wire ' ' � ' � � � �� � � � ' ' 1 ' ' C►ry of Br�merton SR303 Comdor— 11th Street at Warren Avenue ll1-134 December 2011 , lntersechon lmprovements O►v�sron 9 � ' ' , , LJ ' I �� I� ' ' ' ' �� � , ' , L-30.10. Sheet 2 Delete all references to tension cable and substitute tension wire All rope thimbles, wire rope clips and seizmg are not required The following are the Standard Plan numbers applicable at the time this pro�ect was advertised The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan Standard Plans showing different dates shall not be used in this contract A-10 10-00 A-10 20-00 A-10 30-00 A-20 10-00 A-30 10-00 A-30 15-00 A-30 30-01 B-5 20-01 B-5 40-01 B-5 60-01 B-10 20-00 B-10 40-00 B-10 60-00 B-15 20-00 B-15 40-00 B-15 60-00 B-20 20-01 B-20 40-02 B-20 60-02 B-25 20-00 B-25 60-00 B-30 10-00 B-30 20-01 B-30 30-00 B-30 40-00 C-1 C-1 a C-1 b C-1 c C-1 d G2 C-2a C-2b C-2c C-2d C-2e C-2f C-2g snio� 10/5/07 10/5/07 8/31 /07 11 /8/07 11 /8/07 6/16/11 6/16I11 6/16/11 6/16/11 6/1 /06 6/1 /06 6/8/06 6/1/06 6/1 /06 6/1/06 11/21/06 6/10/08 6/10/08 6/8/06 6/1 /06 6/8/06 11 /21 /06 6/1 /06 6/1 /06 6/16/11 10/14/09 6/16/11 5/30/97 10/31 /03 1 /6/00 6/21 /06 6/21 /06 6/21 /06 6/21 /06 6/21 /06 3/14/97 7/27/01 A-30 35-00 A-40 00-00 A-40 10-02 A-40 15-00 A-40 20-00 A-40 50-01 A-50 10-00 B-30 50-00 B-30 70-02 B-30 80-00 B-30 90-01 B-35 20-00 B-35 40-00 B-40 20-00 B-40 40-01 B-45 20-00 B-45 40-00 B-50 20-00 B-55 20-00 B-60 20-00 B-60 40-00 B-65 20-00 B-65 40-00 B-70 20-00 B-70 60-00 G5 C-6 C-6a C-6c C-6d C-6f G7 C-7a C-8 C-8a C-8b C-8e C-8f C�ty of Bremerfon ' SR303 Comdor— 11th Street at Warren Avenue Intersection Improvements 10/12/07 8/11 /09 6/2/11 8/11 /09 9/20/07 6/2/11 11 /17/08 6/01 /06 6/16/11 6/8/06 9/20/07 6/8/06 6/8/06 6/1 /06 6/16/10 6/1 /06 6/1 /06 6/1/06 6/1 /06 6/8/06 6/1 /06 6/1 /06 6/1 /06 6/1 /06 6/1 /06 6/16/11 5/30/97 10/14/09 1 /6/00 5/30/97 7/25/97 6/16/11 6/16/11 2/10/09 7/25/97 6/27/11 2/21 /07 6/30/04 ll1-135 A-50 20-01 A-50 30-00 A-50 40-00 A-60 10-01 A-60 20-02 A-60 30-00 A-60 40-00 B-75 20-01 B-75 50-01 B-75 60-00 B-80 20-00 B-80 40-00 B-82 20-00 B-85 10-01 B-85 20-00 B-85 30-00 B-85 40-00 B-85 50-01 B-90 10-00 B-90 20-00 B-90 30-00 B-90 40-00 B-90 50-00 B-95 20-01 B-95 40-00 C-20 14-01 C-20 15-00 C-20 18-00 C-20 19-00 C-20 40-02 C-20 42-02 C-20 45 OQ C-22 14-02 C-22 16-02 C-22 40-02 C-22 45 00 C-23 60-01 C-25 18-02 9/22/09 11/17/08 11 /17/08 10/14/09 6/2/11 11 /8/07 8/31 /07 6/10/08 6/10/08 6/8/06 6/8/06 6/1 /06 6/1 /06 6/10/08 6/1 /06 6/1 /06 6/8/06 6/10/08 6/8/06 6/8/06 6/8/06 6/8/06 6/8/06 2/3/09 6/8/06 10/14/09 10/14/09 10/14/09 10/14/09 6/16/11 6/16/11 6/16/11 6/16/11 6/16/11 6/16l10 6/16/11 10/14/09 6/16/11 December 2011 Div�s�on 9 1 C-2h G2i C-2� C-2k C-2n C-2o C-2p C-3 C-3a C-3b C-3c C-4b C-4e C-4f D-2 04-00 D-2 06-01 D-2 08-00 D-2 14-00 D-2 16-00 D-2 18-00 D-2 20-00 D-2 32-00 D-2 34-01 D-2 36-02 D-2 42-00 D-2 44-00 D-2 60-00 D-2 62-00 D-2 46-00 E-1 E-2 F-10 12-02 F-10 16-00 F-10 18-00 F-10 40-01 F-10 42-00 G-10 10-00 G-20 10-00 G-22 10-01 G-24 10-00 G-24 20-00 G-24 30-00 G-24 40-01 G-24 50-00 3/28/97 3/28/97 6/12/98 7/27/01 7/27/01 7113/01 10/31 /03 6/27/11 10/4/05 6/27/11 6/27/11 6/8/06 2/20/03 6/16/11 11/10/05 1 /6/09 11 /10/05 11/10/05 11/10/05 11 /10/05 11 /10l05 11/10/05 1 /6/09 1 /6/09 11 /10/05 11 /10/05 11/10/05 11 /10/05 11 !10/05 2I21 /07 5/29/98 6/16/11 12120/06 6/27J11 7/3/08 1 /23/07 9/20/07 9/20/07 7/3/08 11 /8/07 11 /8/07 11 /8/07 12/2/08 11 /8/07 C-10 C-13 C-13a C-13b C-13c C-14a C-14b C-14c C-14d C-14e C-15a C-15b C-16a C-16b D-2 48-00 D-2 64-01 D-2 66-00 D-2 68-00 D-2 80-00 D-2 82-00 D-2 84-00 D-2 86-00 D-2 88-00 D-2 92-00 D-3 D-3 10-00 D-3 11-00 D-3 17-00 D-3 15-00 F-10 62-01 F-10 64-02 F-30 10-01 F-40 12-01 F-40 14-01 G-24 60-01 G-25 10-02 G-30 10-01 G-50 10-00 G-60 10-01 G-60 20-01 G-60 30-01 G-70 10-01 6/3/10 7/3/08 7/3/08 7/3/08 7/3/08 7/3/08 7/26/02 7/3/08 7/3/08 7/3/08 7/3/08 7/3/Q8 6/3/10 6/3/10 11/10/05 1 /6/09 11 /10/05 11/10/05 11 /10/05 11 /10/05 11 /10/05 11/10/05 11/10/05 11/10/05 6/2/11 6/16/10 6/16/10 6/16/11 6/16/11 E-4 E-4a 9/05/07 7/3/08 6/3/10 6/3/10 6/3/10 6/16/11 6/27/11 6/16/11 11 /8/07 6/27/11 6/27/11 6/27/11 6/27/11 C-25 20-04 C-25 22-03 C-25 26-01 C-25 80-01 C-28 40-01 C-40 14-01 C-40 16-01 C-40 18-01 C-85 14-00 C-85 15-00 C-85 16-00 C-85-18-00 C-85 20-00 C-90 10-00 D-3 16-00 D-4 D-6 D-10 10-01 D-10 15-01 D-10 20-00 D-10 25-00 D-10 30-00 D-10 35-00 D-10 40-01 D-10 45-01 D-15 10-01 D-15 20-02 D-15 30-01 8/27/03 8/27/03 F-40 15-01 F-40 16-01 F-45 10-00 F-80 10-01 G-70 20-01 G-70 30-01 G-90 10-01 G-90 20-01 G-90 30-01 G-90 40-01 G-95 10-01 G-95 20-02 G-95 30-02 10/14/09 10/14/09 10/14/09 7/3/08 6/16/11 6/3/10 6/3/10 10/14/09 6/16/11 6/16/11 6/16/11 6/16/11 6/16/11 7/3/08 6/16/11 12/11 /98 6/19/98 12/2/08 12/2/08 7/8/08 7/8/08 7/8/OS 7/8l08 12/2/08 12/2/08 12/2/08 6/2/11 12/02/08 6/3/10 6/3/10 6/3/10 6/3/10 6/27/11 6/27111 5/11/11 6/27/11 6/2/11 10/14/09 6/2/11 6/2/11 6/2/11 C�ty of Bremerton SR303 Comdor— 11 th Street at Warren Avenue NI-136 December 2019 IntersecLon lmprovements Divisron 9 ' , H-1010-00 7/3/08 ' H-1015-00 7/3/08 H-30 10-00 10/12/07 ' LJ � ' ' ' J � ' ' ' C' � ' � I-10 10-01 8/11 /09 I-30 10-01 8/11 /09 I-3015-00 8/11/09 I-30 20-00 9l20/07 I-30 30-00 9/20/07 J-1f J-3 J-3b J-3c J-3d J-7c J-10 J-10 10-01 J-12 J-15 15-00 J-16b J-16c J-20 10-00 J-20 15-00 J-20 16-00 J-20 20-00 J-20 26-00 J-21 10-02 J-21 15-00 J-21 16-00 J-21 17-00 6/23/00 8/1 /97 3/4/05 6/24/02 11 /5/03 6/19/98 7/18/97 5/11/11 2/10/09 6/16/10 2/10/09 2/10/09 10/14/09 10/14i09 10/14/09 10/14/09 10/14/09 6/27/11 10/14/09 10/14/09 10/14/09 K-10 20-01 K-10 40-00 K-20 20-01 K-20 40-00 K-20 60-00 K-22 20-01 K-24 20-00 K-24 40-01 K-24 60-00 K-24 80-01 K-26 20-00 10/12/07 2/15/07 10/12/07 2/15/07 2/15/07 10/12/07 2/15i07 10/12/07 2/15/07 10/12/07 2/15/07 H-32 10-00 H-60 10-01 H-60 20-01 I-30 40-00 I-40 10-00 I-40 20-00 i-50 10-00 J-21 20-00 J-22 15-00 J-22 16-01 J-26 10-01 J-26 15-00 J-28 10-01 J-28 22-00 J-28 24-00 J-28 26-01 J-28 30-02 J-28 40-01 J-28 42-00 J-28 45-01 J-28 50-02 J-28 60-01 J-28 70-01 J-29 10-00 J-29 '15-00 J-29 16-00 J-40 10-02 J-40 20-00 K-26 40-01 K-30 20-00 K-30 40-01 K-32 20-00 K-32 40-00 K-32 60-00 K-32 80-00 K-34 20-00 K-36 20-00 K-40 20-00 K-40 40-00 L-1010-01 6/16/11 L-4010-01 L-2010-01 6/16/11 L-4015-01 L-30 10-01 6/16/11 L-40 20-01 City of Bremerton SR303 Comdor — 11 th Street at Warren Avenue intersechon improvements 9/20/07 7/3/08 7/3/08 10/12/07 9/20/07 9/20/07 9/20/07 10/14/09 10i14i09 6/3/10 6/27/11 6/16/10 5111/11 8/07/07 sia7ro7 12/02/08 6/27/11 10/14/09 8/07/07 6/27/11 6/2/11 6/2/11 5/11/11 6/27/11 6/27/11 6/27/11 5/11/11 5/11/11 10/12/07 2/15/07 10/12/07 2/15/07 2/15/07 2/15/07 2/15l07 2/15/07 2/15/07 2/15/07 2/15/07 6/16/11 6/16/11 6/16/11 Ill-137 H-70 10-00 H-70 20-00 H-70 30-01 I-50 20-00 I-60 10-00 I-60 20-00 I-80 10-01 J-40 30-02 J-40 36-00 J-40 37-00 J-40 38-00 J-50 10-00 J-50 11-00 J-50 12-00 J-50 15-00 J-50 16-00 J-50 20-00 J-50 25-00 J-50 30-00 J-60 05-00 J-60 13-00 J-60 14-00 J-75 10-01 J-75 20-00 J-75 30-Q1 J-75 40-00 J-75 45-00 J-90 10-01 J-90 20-01 K-40 60-00 K-40 80-00 K-55 20-00 K-60 20-02 K-60 40-00 K-7Q 20-00 K-80 10-00 K-80 20-00 K-80 30-00 K-80 35-00 K-80 37-00 L-70 10-Q1 L-70 20-01 9/5/07 9/5/Q7 11 /17/08 8/31 /07 8/31 /07 8/31 /07 8/11 /09 5/11/11 6/3/10 6/3/10 6/16/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/16/11 6/16/10 6/16/10 5/11/11 2/10/09 5/11/11 10/14/09 10/14/09 6/27/11 6/27/11 2/15/07 2/15/07 2/15/07 7/3/08 2/15/07 2/15(07 2/21 /07 12/20/06 2/21 /07 2/21 /07 2/21 /07 5/21 /08 5/21 /08 December 2091 D�v�s�on 9 �' M-1 20-02 M-1 40-02 M-1 60-02 M-1 80-03 M-2 20-02 M-3 10-03 M-3 20-02 M-3 30-03 M-3 40-03 M-3 50-02 M-5 10-02 M-7 50-01 M-9 50-01 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6l3/1 i 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 1 /30/07 1 /30/07 M-9 60-00 2/10/09 M-11 10-01 1 /30/07 M-15 10-01 2/6/07 M-1710-02 7/3/08 M-2010-02 6/3/11 M-20 20-01 1 /30/07 M-20 30-02 10/14/09 M-20 40-02 6/3/11 M-20 50-02 6/3111 M-24 20-01 5/31 /06 M-24 40-01 ' 5/31 /06 M-24 50-00 6/16/11 M-24 60-03 5/11/11 END OF STANDARD PLANS a M-4010-02 5/11/11 M-40 20-00 10/12/07 M-40 30-00 9/20/07 M-40 40-00 9/20/07 M-40 50-00 9/20/07 M-40 60-00 9/20/07 M-60 10-01 6/3/11 M-60 20-02 6/27/11 M-6510-02 5/11/11 M-80 10-01 6/3/11 M-80 ZO-00 6/10/08 M-80 30-00 6/10/08 C�ty of Bremerton SR303 Comdor— 11th Street at Warren Avenue Intersectron lmprovements ll1-138 0 December2011 Drvisron 9 ADDEN��JM I�U. 1 Ta Contract Documents For SR 303 — lt� Street at Warren Avenue Intcrsection Iraprovements Page 1 of 4 Pages Issued: July 31, 2012 Cantents: This Addendum No 1 contains rev�stons to the contract documents, including the Notice Invttmg Bids. proposal, and specifications Revisians are made by re-issu�ng a specificahon page, plan sheet, OR by directing a change m writmg All revisions are Irsled betow, bidders are cautioned to check the addendum contents carefully for the presence of all listed revtsions Distribution: Th�s Addendum No 1�s in�tially distributed to all planholders of record by email ta addresses given when documents were purchased Bidders need to acknowledge receipt of the emailed Addendum dtstributed Integration: The fallowing changes, additians, deletions and attachments are hereby made a part of the Contract Documents for SR 303 Carridor — ll� Street at Warren Avenue Intcrsection Improvements as fully and completely as �f the same were fially set forth there�n Acknawted�ment of Receipt of Addendum; All prospect�ve brdders are mstructed to tncorporate th�s revision mto their bids, to ackno�vledge receipt of the Addenda in the Proposal Failure to do so may resutt in the Bid being rejected as not responsive. Enclosures to Addendum 1: Certrficate of Engtneer, Notice Invrtmg Brds, Non-Collus�on Affidavit, Local A�ency Subcontractor List, Local Agency Contract, Local Agency Contract Bond, Local Agency Disadvantaged Bus�ness Enterprise Utilization Certi�catlon, Lacal Agency Disadvantaged Business Enterprise (DBE) Written Confirmatron L}ocument, Amendments to the Standard Specificatians and Required Contract Provisions Federal-Aid Construction Contracts , � ! � ' . : � � Item: 1 Page: Certificate of Engineer Description: Replace wtth the encic�sed page Item: 2 Page: Notice Invrting Bids Descript�on: Rep[ace wrth the enclosed page ADDEI�IDUM NO. 1 To Contract Documents For SR 303 — ll� Street at Warren Avenue Intersection Improvements Page 2 of 4 Pages Issued: July 31, 2012 Item: 3 Page: Non-Collusion Affidavit Description: Replace wrth the enclosed page Item: 4 Page: Bidders Subcontractar Contact Report Description: Delete th�s page Item: 5 Page: List of Subcontractors Descriptian: Repiace wrth the enclosed page Item: 6 Page: Certificatian of Non-Segre�ated Faciii�ies Descrihtion: Delete this page item: 7 Page: List of Proposed Substitutions Description: Detete thys page Item: 8 Page: Contract Deseription: Repiaee with the enclased Local Agency Contract item; 9 Page: Performance Bond Description: Delete thrs page item: 10 Pa�c: Fayment Bond Deseription: Reptstce �vrth the enclosed Lncal Agency Cnntract Bnnd Item: 11 Fage: Local Agency D�sadvantaged Busmess Enterprise {DBE) Util�zation Certificate Description: Insert the enclosed pages AI)DENDUM NO. 1 To Contract Documents For SR 303 —11` Street at Warren Avenue Intersection Improvements Page 3 of 4 Pages Issued: July 31, 2U12 Item: 12 Page: Local Agency Disadvantaged Busmess Enterpnse (DBE) Wntten Confirmation Document Descriphon: Insert the enclosed pages REVISIONS TU STANDARD SPECI�ICATIONS Item: 13 Page: � Description: Insert the Amendments to the Standard Specificatians attached Item: 14 Page: 111-52 Descriptian: Insert the following mto Section 1-08 1: Sectinn 1-08 1 is supplemented with the foilowing (Octaber 12, 1998) Prior to any subcontractor or lower tier subcontractor beglnning work, the Contractor shall subrnrt to the Engineer a certification (WSDOT Form 420-004) thai a written agreement between the Contractor and the subcantractor or between the subcontractor and any lower tier subconlraclar has been executed Th�s certification shall also guarantee that these subcontract agreements include atl the documents required by the Special Provision Federal Agency Inspection A Subcantractor or lower tier Subcantractor will nat be perm�tted to perform any work under the contract until the following dacurnents have been completed and submitted to the Engmeer 1 Request to Sublet Work (Form 421-012), and 2 Contractor and Subcontractor or Lower Tier Subcontractor Certifieation for Federal-aid Pro�ects (F�arm 420-004) The Contractor's records pertaining to the requirements of thts Special Provisian shalt be open to �nspection or audrt by representatives of the Contracting Agency during the life of the cantract and for a period af not less than three years after the date of acceptance of the contract The Contractor shalt retain these records far that period The Contractor shall alsa guarantee that these records of all Subcontractors and lower tier Subcantractors shall be avarlable and open to s�milar mspection ar audit for the same time pertod AI�DENDUIVI N�J. 1 To Contract Documents For SR 303 — ll� Street at Warren Avenue Intersection Improvements Page 4 of 4 Pages Issued: July 31, 2012 Item: 15 ' Page: 111-139 Description: Insert the attached Requ�red Contract Provtsions for Federa!-Aid Construction Contracts — FHWA 1273 (Revised May l, 2012). �t(���. Gunnar Fridriksson P L S, P E Pra�ect Manager City af Bremerton END OF AllllENDUM NO 1- CERTIFiCATE OF ENGINEEIR The techrncai materiai and dafa cantained in these Specifications for the SR 3Q3 Corndor - 11 th St at Warren Ave Intersection Improvements proJect were prepared under fhe supervtsion and direction of the unders�gned, whose seal, as a pr�fess�onai sngmeer l�censed to prachce as such, rs affixed below �/ �./�.,. ,r~ � Prepared by Greg G Hannan, P E Pro�ect Engineer, ParameErix q�i Z- Prepared by Ro e�t P Franklin, P E Praject Engineer, Parame r g ,FR1I) : � ?' � �� t,a . S. .,e ♦ V � C :n :S � �� ommend y Gunn Fndnksson, P L S, P E Pro�ect Manager, City of Bremerton Appraved by Thomas Knuckey, P E G�ty Engin�er, Gity of Bremerton Public Warks and Ut�ld�es ,,,��, 4S i � - C15 ft I i � 7 �'�t�Z�62 City of Bremsrton 5R303 Corrw�or— f ilh Slreet 8t Warrsn Avenue tf July 2012 Mtersectlon Impravements Carirl/cate � Engrneer Nt�TICE �NVITING �II)S for 11 and Warren Intersection Irrmprovements RF.CEIPT �F BIDS Sealed Bids wilt be received at the office of the City Cterk af the C�ty of Bremerton, located at 345 6` Street, Bremerton, Washington 9833? until 11 00 A M PST as shown on the wall ctock inside the C�ty Clerk's office on August 7, 2012, for the pro�ect 11 Street at Warren Avenue Intersection Improvements. Bids received after the specified time and date wnll not be cansidered OPENING OF BIDS The bids w�ll be publicly opened and read after i i 00 AM an August 7, 2012, in the office of the City Clerk at 345 b�' Street, Bremerton, Washmgton 98337 COMPLETION OF WORK The WORK must be completed wrth�n ninety (90) worktng days after the commencement date stated m the Notice to Proceed DESCRIPTION 4F WORK: The WC1RK to be campleted under this Contract generaliy consists of constructian at and between I lth and 13th Streets on Warren Avenue and mciudes, but is nat limited to, demolitian and reconstruction/extension of the roadway right turn lane with cement conerete pavement; hot mix asphatt, cement conerete sidewalks, curbs, and guttcrs; landscaping complete with irrigation; installation of a new streetlight system and traffic signal system ineluding service cabinets, electncal tines, and junetion boxes; installation of storm sewer, water system modificatians, and traffic controt. PREVIEWING C4NTRACT D4CUMENTS Contract Documents may be previewed on printer ARC (formerly known as Reprograph�cs Northwest) websrte (www c-arc com) Go to http //www e-arc.c�rn/lacations/219, click on the `Public Planroom' tab and scroll down to find the pro�ect PURCHASING CONTRACT DOCUMENTS The Cantract Documents may be ordered from ARC Payment is typically cost of reproduction (norrrefundable) Contact Byd Services at ARC m Tacorna, WA• 1(800) 337-8103, FAX (253) 272-4Q64, E-mail tacoma bidservices ct,e- arc com PROPOSALS All bid proposals must be made on the blank forms fiarnished in the Contract Documents Sealed envelopes containing bids shall be ent�tled 11` Street at Warren Avenue Intersection Improvements B1D SECURITY Each bid prnpos�l shall be accompanred by a bid proposal deposrt m cash, certified check, cashler's check or surety bond in an amount equal to five percent {S°lo) of the amount of such bid proposal The failure to furnish a bid deposrt of a mimrnum of 5 percent shall make the bid nonresponsive and shall cause the bid to be re�ected by the Contractin� Agency PERFORMANCE BOND. The successfiil bidder witl also be required to provide a Performance Bond for 100 percent of the Contract Pnce Should the successful bidder fa�l to enter mto such contract and furnish sarisfactory perforn�ance bond wrthin the time stated in the specificatrons, the bid proposal deposit shall be forfeited to the City of Bremerton PROJECT C01��VIUNICATION All communications related to the pro�ect shall be dlrected to the Crty prior to opeiung of Bids Communrcation b�phane/fax Gunnar Fndriksson Telephone• (360} 473-2354 Facsim�le (360} 473-5398 Communication by.mail Depariment of Pubirc Works and Utrlihes Engineering D�vision 3027 Olympus Drive Bremerton, WA 98310 ATTN Gunnar Fridnksson CITY'S RIGHTS RESERVED The City of Bremerton reserves the nght to re�ect any and all bids on any or all schedules ar alternates or fio waive any tnfarmalities in the biddtng and shall determine wh�ch bid or bidders zs the mflst sat�sfactory and responsible bidder and shall be the sale �udge thereof No plea of mistake m the bid shalt be available to the bidder for the recovery af hisiher degosit or as a defense to any actian based upon the neglect or refusal to execute a contract The City of Bremerton in accordance with Title VI of t6e Civil Rights Act of 196�, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtit[e A, Office of the Secretary, Part 21, nondiscrrmination in federally assested programs of the l�epartment of Transportation issued pursuant to such Act, hereby notifies all bidders that it wili af�rmatevely'nsure that in any contract entered into pursuant to t6is advertisement, disadvantaged business enterprises witl be affarded full opportun�ty ta subrnit bids in response to this invitation and will nat bc discricninated against on the grounds of race, color ar national origin in consideration for an award. - END OF NOTICE INVITING BIDS - Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligibie for award. •; � � � . - ; � 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: That the undersigned person{s), firm, associatian ar carporation has (havej not, either directly ar indirectly, entered inta any agreement, participated m any callus�an, or atherwise taken any act�on m restraint of free campe�tive biddmg m connection with the pro�ect for which this proposal is submitted 2. That by signing the signature page of this propasal, I am deemed to have signed and to have agreed to the provisians af this deciaration. ►-• � �._ = � �' _:,:. To report ngging activities call r : � � � Z�`I+��l The U S Department of Transportatian (USDOT} operates the above toll-free "hotline" Monday through Friday, 8 d0 a m to 5 00 p m, eastern time Anyone with knowledge of possibis bid riggmg, bidder collusion, or other fraudulent activities should use the "ho�me" to report such activities The "hotlme" is part of USDOT's continUing effort to identify and invesbgate 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 sa QOT 071 0112-0361 EF Local Agency Name , _ � .�. Local Agency Address E ! L �. _�.._ _ L��al l�ge�cy �ubc�nt��c#or i.ost Prepared �n comphance w►th RC W 39 30 060 as amended To Be Submitted with the Bid Proposal Prolect Name Failure to I�st subcontractors who are proposed to perform the work of HYAC (heating, venbla4ion and a�r conditionmg), plumbing, as described in Chapter 48.106 RCW, and electricat as described in Chapter 19.28 RCW, or naming mare than one subcontractor to perform the same work vintl result rn your b�d being non- responsive and therefors void. Subcantractor(s) that are propased to perform the work of heatmg, vent�lat�on and a�r condiboning, plumbmg, as descnbed in chapter 18 106 RCW, and etectrical as descnbed �n chapter 19 28 RCW rnust be listed beiow The work to be performed is to be IFSted belaw the subcontractor(s) name The reqwrement ta name the pnme contract btdder's proposed HVAC, plumbing and electr�cal subcontractars applies only to proposed HVAC, piumbmg, and electrical subcontractar5 who wtll contract d�rectly �nnth the prime cantract bidder submittmg the bid to the public entity If no subcantrackor is IESted below, the bidder acknawiedges that it does not mtend to use any subcontractar to perform thase items of wark Subcantractor Name Work ta be Performed Suhcontractor Name Work to be Performed Subcontractor Name Wark to be Performed Subcontractor Name Work ta be Performed Subcontractar Name Work to be Performed Bidder's are not�ed that in the opmion of the enforcement agency PVC or metal condwt, junction baxes, etc, are considered eiectrical equipment and must be mstalled by a licensed electricai contracior, even if the instaliation is for future use and no wmng or elsctnc current �s connecked durtng khe pro�ect A licensed electricai contractor must be I�sted tn perform the work sa DOT Fo� 277-095A EF 0712011 J �" t • TH(S AGREEMENT, made and entered lnto thtis between the , and the hereinafier c�lled the Contractor WITNESSETH day of under and by v�rtue of Trtle 47 RCW, as arnended and That in consrderation of the terms and condit�ons contamed herein ai3d attached and made a part of th�s agrcement, the parties hereto cavenant and agree as fallows The Contractor shall do all work and furn�sh al( touls, materials, and equ�pment for in accordance �vith and as described �n the attached plans and spec�fications, and the standard spec�fcat�ons of the which are by this reference �ncorparated herem and made part hereof and, shalt perform any changes in the work in accord with the Contract Documents The Cantractor shall provide and bear the expense of all equipment, work and labor, of any sort whatsoever that may be required for the transfer of mater�ats and for constructing and complet►ng the wark provided far �n these Cantract Documents except those items ment�oned there�n to be furn�shed by II hereby pram�ses and agrees with the Contractar to employ aiid does employ the Cantractor to prov�de the mater�als and ta do and cause to be done the above deser�bed work and ta compiete and finish the sarr►e �n accord w�th the attached plans and specifications and the terms and condit�ons herem contained and hereby cantracts to pay for the same according to the attached specifications and the schedule af un�t or rtemized prices at the hme and m the manner and upon the condrt�ons prov�ded far m this contract s� D�T Farm 272-Q06A EF o�rza� � III The Contractor for h�mself/herself, and for hislher heirs, executors, adm�n�strakors, successors, and ass�gns, does hereby agrec to full performance of all convenants requ�red of the Cantractor �n thc contract IV tt is further provided that no i�ab�lity shall attach to the State by reason of enter�ng into th�s contract, eacept as provided here�n IN WITNESS WHEREOF, the Contractor has executed thts mstrument, on the day and year first belo�v wr�tten and has caused th�s �nstrument to b� executed by and �n the name of the day and year first above written , Executed hy the Contractor _ � (contractor> Locai Agency _� _.__� ,� �_ MR_�__ .� Titie� __ ..�..�� _ �. .�.�. __ _ . By _ � _.�,._... �...�...__ �_.._ D atc _ __ ___ _ _ �____.___ _ , � pQ'[ Porm 272-40bR EF o�no� � Local Agency C�ntract ond - Highway Ccrnstruction KNOW f1LL MEN BY THESE PRESENTS, That of , as Prmcipal, and as 5urety, arc jointly and severally heid and bound unto the , in the penal sum of Doliars {$ ), the payment ofwh�ch �ve �ointly and several(y b�nd aurselves, our heirs, exccutors, admin�strators, and assigns, and successors and ass�gns, firmly by these presents The CONDITION of th�s bond is such that WHEREAS, on the day of A D, , the said Prmcipal, here�n, executed a certain contract �vith the , by the terms, cond�t�ons, and prov�sions of �vh�ch c�ntract the said Princ�pal, here�n, agree to furn�sh all material and do certatn work, to wit That wi(( undertake and complete the constructlon af accord�ng to the maps, plans and spec�fications made a part of sa�d contract, which contract as so executed, is hereunto attached, �s naw referred to and by reference �s incorporated herein and made a part hereof as fufly for ail purposes as �f lzere set fortl� at lengtl� Th�s bond shalf caver a(1 appraved change orders as �fthey were in the original contract S�milarly, the bond shall cover payment of ail taxes mcurred on said contract under t�tle 50 and 51 Rev►sed Code of Wash�ngton (RCW) and aE! taxes �mposed on the Pnnc�ple under T�tle 82 RCW NOW, TNEREFC?RE, if the Principal herein shall faithfuily and truly o6serve and compiy 4vith the terms, candit�ons, and prov�s�ons of sa�d contract �n all respects and shalt well and truly and futly do and perform all matters and things by them andertaken to be performed under sa�d contract, upon the terms propased therem and within the time prescr�bed therein, and unt�l the same �s accepted, and shal! pay all labarers, mecl�an�cs, subcontractors, and mater�al men, and ali persons who shall supply such contractor or subcantractor with prov�s�ans and suppl�es for the carrying an of such �uork, and shail pay atl taxes pursuant to Title 50, and 51, and 82 RCW, and shaii in all respects, fa�thfuily perforni sa�d contract aeeordtng ta law, then th�s obtigation to be vo�d, othenvise ta remain in full force and effect SR UOT Form 272-OOZA EF 07/2011 WITNESS our hands this _ '__ _._..�_.,� day of ___ _____ __. __ __ _ � ___ __ _ __ , � ___ {Pnnupal) __ — _ {Attomey-in-tect SuretY) Neme and Address Locs1 O�ce af Agent APPROVED. Local Agency __ _ __ _ �. Title..�._.�..�..._�.�..�...._..�_.....�,....._..�..�.�___ __� . BY_ _ �.... __ ___ .�_.�.�� ..._. Date _ _ _ _ , Surety Bond No Contract Na SR DOT Form 272-002A EF Q7/2011 Local Agency Disadvantaged Business Enterp�ise Utiliaation Certification To be eligible far award af this conVact the bidder must fi(I out and submit, as part of its bid propasal, the foitow�ng Disadvantaged Business Enterpnse Utdizatian Certification relating to �isadvantaged Bus�ness Enterpnse {�BE) requirements The Contract�ng Agency shail consider as non-responsive and shail re�ect any bid proposai that daes not contain a DBE Certification which properiy demanstrates that the bidder wdl meet #he D9E part�c�paUon requirements in one of the rnanners provided for in the proposed contract The 8idder must submit gnnd faith etfort documenta0on onfy !n the event the bidder's effarts to sobGt sufficient DBE part�cipabon has been unsuccessful The successful b�dders Disadvantage Business Enterpnse Utd�zation Ge�tification shali be deemed a pa�t of the resuiting contract Information on certified firms is available from flMWBE, telephone 360-664-9750 ar TaEi Free 1-866-208-1064 cerbfies that the Disadvantaged Business Enterpnse (DBE) tBox 1 � Neme oi Bidder Firms tisted below have been contacted regardmg participakion on this pro}ect If th�s bidder is successful on this projeci and is awarded the contract, it shall assure that subcontracts or supply agreements are executed avith those firms where an "Amount to be Appl�ed Towards Goal" is listed tif necessarv, use additiarsai sheet ) Calumn 1 Column 2 " Column 3 CoEumn A ' Project Role Amaunt ta iVame of DBE �pr�me, Joint Venture, Description of Work be Appi�ed Certificate Number Subcontractor, Manufacturer, Regular Towards Goal Dealer) 1 z 3 4 5 6 7 8 9 10 fik Disadvantaged Bus�ness Enterprise Subcontracting Goal DBE Totai $ Box 2 Box 3 '' Regular Dealer status must be approved pnor to bid submittal by the Office of Equai Oppartunity, Wash State dept ot Transportation, on each contract " Sea the sectfon "Crediting �BE Partic�patian Toward Meehng tfle Gaa!" m the Contract Dncument ''" The CantracGng Agency wdi uldize th�s amount to determme whether or not the bldder has met the goal In the event of an anthmehc d�fference between th�s total and the sum of the indiv�dual amounts listed above, then the sum of fhe amounts listed shati prevail and the total wd! be rewsed accardingly Panc�ipation in excess ot the gaal amouni rvill be considered valuntary or race-neutra) participatian SR DOT Form 272-056A EF 07l2011 i �` � �4 •: • � � •' / "� • ! � � As an authorized representative of the Disadvantaged Business Enterprise (DBE), 1 confirm that we have been cantacted by the re#erenced bidder with rega�d to the referenced pro�ect and if the bidder ts awarded the contract we will enter �nto an agreement with #he b�dder to participate in the pro�ect consistent with the mformation provided in the bidde�'s Disadvanta�ed_Busmess Enter nse Utdization Certification. Contract Title: Bidder's Susiness Name. DBE's Business Name DBE Signature: DBE's Title: Date• The ent�ies must be consistent with what +s shawn on the b�dder's Disadvantaged Bus�ness Enterprise Utd�zat�on Cert�fication Failure to do so wiil result m bid �e�ection See contract provis�on, Drsavantaged Bus�ness Enterpnse Cond�tion af Award Particrpatran Descnpt�on of Work Amount to b� Appbed Towards Goal s� DOT Form 422-03tA EF 07/2011 1 INTRO AP1 2 INTRt3DUCTION 3 4 5 6 7 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 49 The follawing Amendments and Special Provisians shall be used m con�unctian with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction AMENDINENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part af this cantract and supersede any confl�cting pravisians of the Standard Specifications For informational purposes, the date foilowmg each Amendment title mdicates the implementatian date of the Amendment or the latest date of revision Each Amendment contains all current revisions to #he applicable section of the Standard 5pecifications and may include references which do not apply to this particular pro�ect 1-01 AP1 Section 1-01, Definition and Terms August 6, 2012 1-01.3 Definitions The defirntion for "Bid Documents" is revised to read The component parts of the proposed Contract wh�ch may include, but are not limited #o, the Praposal Form, the proposed Contract Provis�ons, the proposed Contract Plans, Addenda, and, far proJects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs {if eny} The defirntion for "Superstructures" is revised to read The part of the Structure abave 2 3 The bottom of the grout pad for the simple and continuous span bearing, or The bottam of the block supporting the girder, or Arch skewback and construction Jomts at the top of vertical abutment members or rigid frame piers Longitudmal limits of the Superstructure extend fram end to end of the Structure �n accordance with the follow�ng critena From the face of end diaphragm abutting the bridge approach embankment far end piers without expansion �oints, or 2 Fram the end pier expansion �oint for bridges with end pisr expansion �oints Superstructures mclude, but are not limited #a, the bottom siab and webs of box girders, the bridge deck and diaphragms of ali bridges, and the sidewalks when shown on the bndge deck The Supe�struct�re also includes the girders, expansion �omts, bearings, barrier, and railing attached to the Superstructure when such Superstructure AMENDMENTS TO THE 2012 STANDARD 5PECIFICATIQNS B40K Rev�sed 816t2Q12 Page 1 1 2 3 4 5 6 7 8 9 10 11 12 13 94 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 components are not otherwise covered by separate unit measured or iump sum brd �tems Superstructures do not mciude endwalls, wingwalis, barrier and rading attached to the wingwalls, and cantdever barr�ers and railings unless supported by the Superstructure 1-02 AP1 Section 1-02, Bid Procedures and Conditions January 2, 2012 1-02.4(2) Subsurface Information The first two sen#ences in the first paragraph are revised ta read If the Cantractmg Agency has made su6surface investigation of the site af the proposed work, the bormg log data, sod sample test data, and geatechrncal recommendations reports obtained by the Contractmg Agency will be made avadabie for inspection by the Bidders at the location specified m the Special Prov�sions The Summary of Geotechrncai Conditians, as an appendix to the Speciai Provisions, and the bormg logs shall be considered as part af the Contract 1-03 AP1 Section 1-03, Awarc9 and Execution of Contract April 2, 2012 1-03.1(1) Tied Bids This section's title is reuised to read 1-03.1(1 � Identical Bid Totals 1-q5 AP1 Section 1-05, Control of Work August 6, Z012 1-Q5.13(1) Emergency Contact List The second sentence m the first paragraph is rev�sed #o read The list shall include, a# a mmimum, the Prime Con#ractor's Pro�ect Manager, or equivalent, the Prime Cantractor's Pro�ect Supermtendent, the Erosion and 5ediment Controi (ESC) Lead and the Traffic Cantrol Superv�sor 1-Q7 AP1 Section 1-07, Legai Relations and Responsibilities to the Public June 4, 2012 1-07.1 Laws to be Observed The fallowmg two sentences are inse�ted after the first sentence m the third paragraph In part�cular the Contractor's attention is drawn to the requirements of WAC 296 800 which requires empioyers to provide a safe warkpiace More specrficaliy WAC 296 80011025 prohibits alcohal and narcotics from the warkpiace AMENDMENT5 TO THE 2012 STANDARD SPECIFIGATION3 BOOK Revfsed. 8/61207 2 Page 2 1 1-0$ AP1 2 Section 1-08, Prosecution and Progress 3 April 2, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1-08.1 Subcontracting In the eighth paragraph, "Contracting Agencyu is revised to read "WSD�T" 1-08.3(1) General Requirements The following new paragraph is inserted after the first paragraph Total float belongs to the pro�ect and shail nat be for the exclusive benefit of any party 1-08.? Maintenance During Suspension The second paragraph is revised to read At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use durmg the suspension (as required m Section 1-07 23 or the Special Provisions ) This may include a temporary �oad, aiternative pedestrian access route or detour 9-09 AP1 Section 1-09, Measurement and Payment August 6, 2012 1-09.1 Measurement of Quantities The foliowmg new sentence is mserted after the sentence ""Tan" 2,000 pounds of avoirdupois we�ght" Items of payment that have "Lump Sum" or "Force AccounY' in the Bid Item of Work shall have no specrfic unit of ineasu�ement requirement 1 Measurement The second sentence in the first paragraph is revised to read The frequency of verification checks wdl be such that at least one test weekly is performed for each scale used in weighmg contract items of Wo�k 3-04 AP3 Section 3-04, Acceptance of Aggregate April 2, 2012 3 An Entire Lot The last sentence is deteted 3 Payment In the second paragraph, the reference "Section 3-Q4 3(6)C " is revised to read "Section 3- 04 3($)" In Table 1, the row contammg the item "Gravel Borrow far Geosynthetic Retaming Wall" is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8lH12012 Page 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 9-03 14(4) Gravel Borrow for Geosynthet�c I 4000 I 2000 �$30 I$60 Reta�n�ne Wall 5-01 AP5 Section 5-01, Cement Concrete Pavement Rehabilitation April 2, 2012 5-01.3(2}B Portland Cement Concrete The fifth sentence m the thi�d paragraph is revised to read The lower Specification limit for compressive strength shali be 4,000-psi The last two sentences in the third paragraph are deleted 5 Concrete Slurry This section including title is revised to read 5 Concrete Slurry and Grindong Residue All cancrete slurry and gnnding residue shall be removed from the pavement surface on a contmuai basis immediately behind the grinding or cuttmg operations Siurry shall not be ailowed to drain mto an area open to tra�c, off of the paved surface or intn any dramage structure The Contractor shall collect the concrete slurry and grmding residue from the pavement surface and dispose of it in accordance with Section 2-03 3(7)C Opernng to traffic shall meet the requirements af Section 5-05 3(17) 5-OZ AP5 Section 5-02, Bituminous Surface Treatment August 6, 2012 5-Q2.2 fdlaterials The followmg new paragraph is inserted afte� the second paragraph Each sou�ce of aggregate for bitummous surface treatment shall be evaluated separately for acceptance in accordance with Section 3-04 5-04 AP5 Section S-Q4, Hot Mix Asphalt Qugust s 2012 5-04.3(10�B3 Longitudinai Joint Density The section including title �s �evised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIOPIS BOOK Revised 8/6t2012 Page 4 5-04.3(10)B3 Vacant 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 z2 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5 General The last sentence in the first paragraph is deleted 6-02 AP6 Section 6-02, Concrete Structures Augus# 6, 2012 6-02.3(2) Proportioning Materials The Lean Concrete value in the column "Mmimum Cemetitious Content {pounds)" m the table htled "Cementitrous Requirernent for Concrete" +s rev�sed to read *"'"' 145 The failowmg new note is inserted after the note "*** No maximum specified" in the tabie titled "Cementit�ous Requirement for Concrete" "''**Maximum of 200 pounds 6 Commercial Concrete The second paragraph is revised to read Where concrete Class 3000 is specified for items such as, culvert headwalis, pluggmg culverts, concrete p�pe coflars, pipe anchars, manument cases, Type PPB, PS, I, FB and RM s�gnal standards, pedestals, cabmet bases, guardrail anchors, fence post foatings, sidewalks, curbs, and gutters, the Contractor may use commerciai concrete If cammercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious matenai content of 564 pounds per cubic yard af concrete, shali be air entrained, and the #olerances af Section 6-42 3(5}C shaii apply 5 l.ean Concrete This section is rev�sed to read Lean concrete shaN meet the cementitious requ�rements of Sec#ion 6-�2 3{2) and have a maximum water/cement rat�o of 2 6-02.3(14)C Pigrnented Seaier for Concrete Surfaces This section �s revised to read The Contrac#or shaft subm�t the prgmented sealer manufacturer wr�tten mstruct�ons covering, at a min�mum, the following Surface preparatian 2 3 4 Applicat�on methods Requirements for canc�ete curmg pnar to sealer apphcat�on Temperature, humidity and precipitation hmitations for app4cation AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BQOK Revised 8t6/2012 Page 5 1 2 3 4 5 6 7 8 9 �a �1 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 5 Rate of application and number of coats to apply The Contractor shall not begin applymg pigmented sealer to the surfaces specified to receive the sealer untd receiving the Engineer's approvai of the submittai Ail surfaces spec�fied in the Pians to receive pigmented sealer shall receive a Ciass 2 surface finish {except that concrete barner surfaces shall be finished �n accordance with Section 6-OZ 3(11)A) The Contractor shaH nat apply pigmented seaier from a batch greater than 12 months past the in�t�ai date of color sample approval of #hat batch by the Engmeer The pigme�ted sealer color or colocs for spec�fic concrete surfaces sha14 be as spec+fied m the Special Provisions The final appea�ance shal! be even and uniform w�thnut blotchmess, streakmg ar uneven color Surface finishes deemed unacceptable by the Engineer shall be re- caated in accordance w�th the manufacturer's recommendations at no additianal expense to the Contracfing Rgency For concrete surfaces such as columns, retainmg walis, pier walls, abutments, concre#e fasc�a panels, and noise barr�er waif panels, the p�gmented sealer shall extend ta 1 foot below the finish grnund Ime, unless othen�vise shown m the Plans 6-02.3(16� Ptans for Falsework and Formwork Item No 4 in the seventh paragraph is revised ta read 4 Condi#ions required by other Sections of 6-02 3(17), Falsewark and Formwork item's No 5, 6, 7, and 8 m the seventh paragraph are deleted The following paragraph is mserted after the seventh paragraph Pian approva) can be done by the Pro3ect Engineer far footings and walls 4 to 8 feet high (excluding pedestal height) pravided Concrete piacement rate is 4 feet per hour or less � 3 4 Facmg is'/<-inch plywood with grades as specified per Section 6-02 3{17}I Studs, w�th piywood face gram perpendicular, are 2 by 4's spaced at 12 inches Walers with 3,000 pound safe wark�ng load ties spaced at 24 inches are two 2 by 4's spaced at 24 mches 6 Bracing In the first paragraph, the phrase °per Sectian 6-02 3(17)I" is revised to read "m accardance w�th Section 6-02 3{17){" This secfion is supplemented with the foliowing new sub-section AMENDMENTS TQ THE 2012 STANDARD SPEC{FiCAT10lVS BOOK Revised 8!6/2012 Page 6 1 2 3 4 5 6 7 8 9 1Q 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 6-02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion in the girders caused by the placing of precast concrete deck paneis and conc�ete for the bridge deck B�aang shali be designed and detaded by the Contractor and shail be shown m the falsework/farmwork plans submitted to the Engineer for approval These braces shall be furnished, mstalled, and removed by the Contractor at no add�tional cost to the Contractmg Agency The Contractor may consider the bracmg effects of the diaphragms m developing the falsework/formwork plans The Contractor shall account far the added load from concrete firnshing machines and other construction loadings in the design of the bracing Falsework support brackets and braces shall not be weided to structural steel bridge members or to steel reinforcing bars 6 Temporary Bracing for Bridge Girders This section includmg title is revised to read 6 Temporary Bracing for Bridge Girders During Erection Steel guders shali be braced m accordance w�th Section 6-03 3{7}A Prestressed conc�ete girders shall be braced sequentially dunng girder erection The bracing shall be des�gned and detaded by the Contractor and shaii be shown in the falsework/farmwork plans submitted to the Engineer for approvai The Contractor shall furrnsh, mstali, and remove the bracmg at no add�tional cost to the Contracting Agency At a mirnmum, the Contractar shail brace girders at each end and at midspan to prevent lateral movement or rotation This bracmg shail be piaced prior to the release of each girder from the erection equipment If the bndge is constructed with cast-in-place concrete diaphragms, the bracing may be removed once the cancrete in the diaphragms has been placed and cured for a minimum of 24 hours 6-02.3(17)H Formwork Accesories The first paragraph is deleted and replaced with the followmg two new paragraphs Formwark accessor�es such as form ties, form anchors, form hangers, anchoring Enserts, and simdar hardware shall be specifically identified m the formwork plans includmg the name and size af the hardware, manufacturer, safe working load, and factor of safety The grade of steel shall also be mdicated for threaded rods, coil rods, and similar hardware Wire form ties shall not be used Welding or clampmg formwork accessariss to Cantract Plan reinforcing steel will not be aliowed Oriven types of anchorages for fasternng forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used Field drilling af holss m prestressed girders is not allowed Taper ties may be used provided the followmg cond�tions are met The structure is not designed to resist water pressure (pontoons, floating doiphms, detention vaults, etc ) AMENDMENTS TO THE 2012 STANDARD SPECIF(CATIONS BOOK Revised 8lB12012 Page ? 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2s 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 2 After the taper tie is removed, piugs designed and intended for plugging taper tie holes shail be mstallsd at each face of concrete The plug shall be installed a minimum af 1'/z' clear from the face of concrete 3 After the plug is instailed, the hote shall be cleaned of ail grease, contaminat�on and foreign matter 4 Holes on the exposed faces of concrete shall be patched and firnshed to match the surroundmg concrete 6 Prestressed Concrete Girder Erection The third sentence m the fifth paragraph is revised to read The girders shall be braced in accordance with Sections 6-02 3(17)F4 and 6- 02 3(17)F5 6-02.3(26)E5 Leak Tightness Testing The first sentence m the first paragraph is revised to read The Contractar shail test each completed duct assembly for leak tightness after placing concrete but prior to plac�ng post tensioning remforcement The second paragraph is revised to read Prior to testing, all grout caps shall be mstalled and all vents, grout in�ection ports, and drams shaii either be capped or have their shut-off valves ciosed The Contractor shall pressurize the compieted duct assembly to an irntial air pressure af 50 psi Th�s pressure shail be held for five minutes ta ailow for mternal ad�ustments withm the assembly After five mmutes, the air suppiy va{ve shalf be closed The Contractor shall morntor and measure the pressure maintained withm the closed assembly, and any subsequent loss of pressure, over a period of one minute following the closure of the air suppiy vaive The maximum pressure loss for duct assembl�es equal ta or less than 150 feet m length shall be 25 psig The maximum pressure loss for duct assemblies greater than 150 feet m length shail be 15 psig if the pressure loss exceeds the allowabie, locations of leakage shall be �dentified, repaired or reconstructed usmg methods approved by the Engineer The repaired system shaii then be retested The cycle of testing, repair and retesting of each campleted duct assembly shall continue until the compieted duct assembly completes a test wifh pressure loss withm the speafied amount 6-03 AP6 Section 6-03, Steel Structures April 2, 2012 6-03.3(28}A Method of Shop Assembly The first sentence m item 2 C is revised to read For Trusses and Girders — After the first stage has been completed, each subsequent stage shall be asssmbled to mclude at least one truss panel or girder shop section of the previous stage and two or more truss panels or girder shop secfions added at the advancing end AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8/812012 Page 8 1 6-05 AP6 2 Section 6-05, Piling 3 August 6, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 z7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 48 6 Payment The paragraph foliowing the bid item, "Dnving St Pde", per each is rev�sed to read The un�t Contract price per each far "Dnvmg (type) Pde (_," shall be fui! pay for dr�vmg the pde to the ultimate beanng andior penetration specified 6-06 AP6 Section 6-06, Bridge Railings August 6, 2012 6-06.3(2j Metal Railings The third paragraph is revised to read Anchor bolts shai{ be positianed with a tempiate to ensure that bolts match the hole spacing of the bottnm channeis or anchorage plates 6-07 AP6 Section 6-07, Painting April 2, 2012 6-07.3{9)A Paint System The first sentence m#he second paragraph is revised ta read All paint caating components of the selected paint system shall be produced by the same manufactu�er 6-07.3{10)H Paint System The first and second sentences in the secand paragraph are revised to read Ali paint coating campanents of the selected pamt system shail be produced by the same manufacturer 6 AP6 Section 6-10, Concrete Barrier August 6, 2012 6-10.3 Construction Requirements Th�s sect�an is supplemented with the foilowmg Steel welded wire remforcement defarmed, conformmg to Sectian 9-07 7, may be substituted in concrete barrier in place of deformed steel bars conformmg to Sectian 9- 07 2, subject to the foliawing conditions Steel welded wire remforcement spacmg shall be the same as the deformed steel bar spacmg as shawn �n the Standard Plans ANIENDMENTS TO THE 2412 STANDARD SPECtPICA710NS BOOK Revised 8/6t2012 Page 9 1 2 3 4 5 6 7 8 9 1� 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 2 The minrmum cross sectional area for steel welded wire remforcement shall be no less than 86 percent of the cross sectionai area far the deformed steei bars being substituted 3 Development lengths and splice lengths shal{ conform to requirements spec�fied in the AASHTO LRFD Br�dge Design Specifications, current edition 6 Payment In the second paragraph, the bid item '"Conc Class 4000" is revised ta read "Conc Ciass 40fl0 " 6-12 AP6 Section 6-12, Noise 8arrier'l�alls August 6, 2012 6-12.3(3) Shaft Construction The third sentence m the fifth paragraph is �evised to read When efforts to advance past the obs#ruction to the design shaft tip elevation resuit in the rate of advance af the shaft dniling equipment bemg significantiy reduced relative to the rate of advance for the rest of the shaft excavatian, then the Contractor shail remove the obstruction under the pravisions af Section 6-12 5 6-12.3(6j Precas# Concrete Panel Fabrication and Erection The second sentence in �tem number 3 is deleted s-7 z .5 Payment This section is supplemented with the fallowing "Remavmg Noise Barris� Wal! Shaft Obstructions", estimated _ Payment far removing obstruckions, as defined in Section 6-12 3(3), wdl be made for the changes in shaft construction methods necessary ta remove the obstruction The Contractor and the Engineer sha0 evaluate the effort made and reach agreement on the equipment and employees utdized, and the number of hours invalved for each Once these cost items and their duration have been agreed upon, the payment amount wiil be determined usmg the ra#e and markup methods spec�fied �n Section 1-09 6 For the purppse of providmg a comman proposai far all bidders, the Contracting Agency has entered an amount far the �tem "Removing Noise Ba�rier Wafl Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor if the shaft construction equ�pment is idied as a resuit of the obstruct�on removal wark and cannot be reasonabiy reassigned within the pro�e�t, then standby payment for the idled eqwpment w�if be added to the payment cafculations If labor is idled as a result af the obstruction removal work and cannot be reasonably reass�gned within the proJect, then all labor costs resulting from Contractor labor agreements and established Contrac#ar policies wili be added to the payment calculatians The Contractar shali perform the amount of obstrucfian work estimated by the Contracting Agency withm the original time of the contraet The Engmeer wdl cons�der a AMENOMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rewsed 8l6t2012 Page 10 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 zo 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 time ad�ustment and additionai compensation for costs related to the extended duration of the shaft construction operations, provided the doilar amount estimated by the Contracting Agency has been exceeded, and, 2 the Cnntractor shows that the obstruction removal wark represents a delay to the compfetion of the pro�ect based an the cur�ent progress schedule prov�ded in accordance with Section 1-08 3 6-14 AF6 Section 6-14, Geosynthetic Retaining VVails Janua�y a, zolz fi-14.2 Materials The referenced section far the followmg �tem is revised to read Grout 9-2U 3(4) In the first paragraph, the foilowing items are inserted after the item "Gravel Borraw For Geosynthetic Retam�ng Wall" Polyurethane Sealant 8-04 2(3) Closed Cell Foam Backer Rod 9-04 2(3}A 6-15 AP6 Section 6-15, Soil NaillNalls January 2, 2012 6-15.2 Materials The referenced section for ths foliowmg item is revised to read Grout 9-20 3(4) 6•'15.3(3) Submitt�ts item f beneath item number 3 is revised to read Mix design and pracedures for piacing the grout 6-15.3(6) Soil Nailing This section is supplemented v+rith the following The Contractar shail make and cure graut cubes ance per day in accordance with WSDOT Test Method T 813 These sampies shali be retained by the Contractor untd all associated verification end proof testmg of the soil nails has been successfuliy compieted if the Contractnr elects to test the grout cubes fo� compressive strength, test�ng shai{ be canducted by an mdependent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106 AMENDMENT5 TO TNE 2012 STANbARD SPECIFiCATiONS BQQK Revised 8/6/2012 Page 11 1 6-16 AP6 2 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls 3 January 2, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 6•16.3(3) Shaft Excavation The third sentence in the seventh paragraph is rev�sed to read When efforts to advance past the obstruction to the design shaft tip elevation result m the rate of advance of the shaft drilling equipment bemg s�gnificantly reduced relative to the rate of advance for the rest of the shaft excavation, #hen the Contractor shaii remove the obstruction under the provis�ans of Section 6-16 5 6 Payment This sectian is supplemented with the followmg uRemaving Soldier Pile Shaft Obstructians", est�mated Payment for remavmg obstructions, as defined m Section 6-16 3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction The Contractor and the Engineer shall evaluate the effort made and reach agreement an the equipment and empioyees utdized, and the number of hours mvoived for each �nce these cost items and their durat�on have been agreed upon, the payment amount wili be determmed using the rate and markup methods speci�ed in Section 1-09 6 For the purpose of providmg a common proposai for all bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pile Shaft Obstructions" m the brd prapasal #o become a part of the tatal bid by the Contractor If the shaft constructron equipment is idied as a resuit of the obstructian removal work and cannot be reasonabiy reassigned within the proJect, then standby payment for the idled equipment wdl be added to the payment calculations If labor is idled as a result af the obstruction removal work and cannot be reasonabiy reassigned w�thin the pro�ect, then ali labar costs resultmg from Cantractor labar agreements and estabiished Contrac#or policies wtll be added to the payment calculatians The Cantractor shali perForm the amount af obstruction work estimated by the Contractmg Agency within the �riginal trme of the contract The Engineer wili consider a time adjustment and additional campensation for casts rela#ed to the extended duration of the shaft construction operations, provided the dollar amount estimated by the Contracting Agency has been exceeded, and, 2 the Contractor shows that the obstruct�on removal wark represents a delay to the completion of the pra�ect based on the current progress schedule provided m accordance with Section 1-Q8 3 6-17 AP6 Section 6-17, Permanent Ground Anchors August 6, 2812 6-17.3{3) Submittals The first sentence m the sixth paragraph is rev�sed to read AMENOMENTS TO THE 2012 STANqARD SPECIPICATIONS BOOK Revised 8t6120! 2 Raga 12 1 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The Contractor shall submit the mix design for the grout conformmg to Section 9-20 3(4) and the procedures tar placmg the grout ta the Engmeer far approval 6 Installing Permanent Ground Anchors The following new paragraph is inserted after the sixth paragraph The Contractar sha{i make and cure grout cubes once per day in accordance with WSD�T Tes# Methad T 813 These samples shali be reta�ned by the Contractor until ali assaciated verification, performance and proof testing of the permanent ground anchors has been successfully campleted if the Cantractor elects to test the grout cubes for compress�ve strength, testing shall be conducted by an mdependent laboratory and shail be m accordance with the WSDOT FOP far AASHTO T106 6 Permanent Ground Anchor Acceptance Criteria The fourth paragraph �s deleted 6-19 AP6 Section 6-19, Shafts August 6, 2012 6-19.3(4)F Slurry Disposal This section mcludmg titls is revised to read 6-19.3(4)F Disposal of Slurry and Slurry Contacted Spoiis The Contractor shall dispose of the slurry and slurry-contacted spods as specified m the shaft instaliation narrative in accordance with Section 6•19 3(2)8, item 8, and m accordance with the following requirements Water siurry with no addit�ves may be infiltrated to an upland area within the confines of the Contractmg Agency Right of Way for the proJect infiltration is allowed provided the ground-line at the disposai s�te is at least 5 feet above the current wate� table, and that disposal operat�ons conform to the temporary erosian and sedimentation control (TESC) requirsments estabiished for this pro�ect For the purposes of water slurry d�sposal, upiand �s defined as an area that has no chance of discharging directly ta waters of the State, inciuding wetlands or conveyances that indirectly lead to wetlands ar waters of the State Spoils m contact with this slurry may be disposed of as clean fiil 2 Synthetic siurry and water siurry w�th polymer-based additives shall be contained and disposed of by the Contractor at an approved facility The Contractor shall acqu�re all perm�ts or appravais necessary for disposal of the slurry and shali provide copies to the Engineer Spods m contact with synthetic slurry or water siurry with polymer-based additives shall be dispased of in accordance with Section 2-03 3(7)C W�th approval of the Engmeer, the Cantractor may re-use these spods on-site 3 Mineral slurry may be infiltrated to a temporary sediment trap located m an upiand area w�thm the confines of the Gontractmg Agency Right of Way for the pro�ect Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above the current water tabie, and that disposal operations conform to the temporary erosion and sed�mentation cont�ol (TESC) AMENDMENTS TO THE 20'12 STANDARD SPECIFICATIONS BOOK Rev�sed 8/6/2012 Page 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1? 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4fl 41 42 43 44 45 46 47 48 requirements estabi�shed for th►s pra�ect For the purposes of mineraf slurry dispasal, upiand �s defined as an area that has no chance of discharging directly to waters of the State, including wet{ands or conveyances that indirectly lead to wetlands or waters of the State Spails m contact with mineral siurry shall be disposed of m accordance with Section 2-03 3(7)C With approval of the Engineer, the Contractor may re-use these spails on 7 AP7 Sec#ion 7-02, Culverts� August 6, 2012 7-02.2 Materials Note 3 in the tabie t�tled, "Culvert P�pe Schedules" is revised to read 3 Polypropylene pipe, 12 mch to 30 mch diameters approved for Schedule A and Schedule 8, 36 mch to 60 �nch diameters approved for Schedule A oniy 7-02.5 The bid item "Steei R�b Remforced Polyethylene Culvert Pipe in Diam ", per linear foot is revised to read "St Rib Reinf Poiyethylene Cuiv Pipe In Diam ", per Imear foot 7-03 AP7 Section 7-03, Structural Plate Pipe, Pipe Arch, Qrch, and Underpass August 6, 2012 7-03.3(1) Foundations, General This section is suppfemented with the following When alum�num pipe or pipe arch is m contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08 3(2)D 7 Headwalls This section is supplemented with the foilowmg When alummum pipe or pipe arch is m contact with cement concrete, twa coats of pamt shall be applied in accordance with Section 7-08 3(2)D 7-04 AP7 Section 7-04, Storm Sewers August 6, 2012 7-04.3(1)B Ex�l#ration Test — Storm Sewers The fifth cotumn title "PE is revised to read "PP from the #able f�tled, "Storm Sewer Pipe Schedules" Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read AMENDMENTS TO THE 2012 STANDARQ SPECIFICATIONS BOQK Revised 816/2012 Paga 14 1 2 3 4 5 6 7 8 9 1� 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 z7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4 PP = Polypropylene Pipe, 12 mch to 30 mch approved for Schedule A and Schedule B, 36 �nch to 60 �nch diameters approved for Schedule A anly 7 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe in D�am", per Imear foot is revised to read "St Rib Remf Pnlyethylene Storm Sewer Pipe In D�am", per Imear fnot 7-Q5 AP7 Section 7-05, Manholes, Inlets, Catch Basins, and Dryweils April 2, 2012 7-Q5.3 Construction Requirements The third paragraph is supplemented with the following Leveling and ad�ustment devices that do not mndify the structural mtegr�ty of the metal frame, grate o� cover, and do not void the originating foundry's compliance ta these specifications and warranty is ailowed Approved levefmg devices are listed in the Qualified Products List levehng and ad�ustmg devices that mterfere with the backfilling, backfill density, grautmg and asphalt dens�ty wdl not be allowed The hardware for leveling and ad�ustmg devices shall be completely removed when specified by the Pro�ect Engineer 7-08 AP7 Section 7-08, General Pipe Installation Requirements August 6, 2012 7-08.3(2)D Pipe Laying — Stee1 or Qluminum 7he foliowing new sentence is mserted after the first sentence m the second parag�aph The pamt shall cover all the surface m contact with the concrete and extend one inch beyond the point of contact 7-09 AP7 Section 7-09, Water Mains August 6, 2012 7-09.3(19)A Connections to Existing Mains In the second paragraph, °Speaal Conditians" is revised to read "Special P�ovisions" 8 AP8 Section 8-q1, Erasion Cantrol and Water Poliution Control August 6, 2012 8-01.3(2)D Mulching Tha following twa new paragraphs are mserted after the fourth paragraph Short-Term Mulch shall be hydraulically applied at the rate of 25Q0 pounds per acre and may be apphed m one lift AMENDMENTS TO 7HE 2012 STANDARD SPECIF{CA7IQNS BOOK Revlsed 816I2Q12 Page 15 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 zs 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Maderate-Term Mulch and Long-Term Mulch shall be hydraulicaily applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any smgle lift 8 Soil Binders and Tacking Agents The first paragraph is revised to read Tackmg agents or sod b�nders applied using a hydroseeder shail have a mulch tracer added to visibiy aid urnform application This tracer shall not be harmful to piant, aquatic, or arnmai life A mirnmum of 125 pounds per acre and a maximum of 250 pounds per acre af Shart-Term Mulch shali be used as a tracer The iast two paragraphs are deleted 8 Dates for Appiication of Finai Seed, Fertilizer, and l�lulch !n the first paragraph, "Engineer" �s revrsed to read "PraJect Engmeer" Note 1 of the tabie m the frrst paragraph �s revised to read ' Where Contract timing is appropriate, seedmg, fertdizmg, and mulch�ng shali be accompiished dunng the fall period listed above The third paragraph is deleted 8 Placing Compost Blanket The first paragraph is revrsed to read Compast blanket shall be placed to a depth of 3 mches aver bare so�i Compast blanket shall be placed pnor to seeding or other planting An organic tackifier shali be placed aver the entire composted area when dry or w�ndy conditions are present or expected before the finai application of mulch ar eras�on control blanket The tac{ufier shali be appiied immediately after the application of compost to prevent cornpost from leaving the composted area 8 Placing Plastic Covering The second and third paragraphs are revised to read Clear plastic covermg shall be used to promote seed germinatian when seed�ng �s perFnrmed outside of the Dates for Application of Finai Seec# in Sectian 8-01 3(2)F Black piastic covering shall be used for stockpdes or other areas where vegetative growth is unwanted The piastic cover shaii be installed and maintained m a way that prevents water from cutting under the plastic and prevents the plastic cover fram blowmg open in the wind 8 Check Dams This section �s revised to read Check dams shaii be mstalled as saon as construction wdi ailow, or when designated by the Eng�neer The Cantracfor may substitute a drfferent check dam, in lieu af what is specified m the contract, with approvai of the Engineer The check dam is a temporary or permanent structure, built acrass a minor channel Water shall not flow through the check dam structure Check dams shali be constructed in a manner that creates a AMENDMENTS TO THE 2012 STANDARO SPECIFICATIONS BODK Revised 8/6/2092 Page 16 1 2 3 4 5 8 7 8 9 �a 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 ponding area upstream of the dam to allow poilutants to settle, with water from mcreased flaws channeled over a spiliway in the check dam The check dam shalf be cpnstructed to prevent erosian m the area below fhe spif(way Check dams shall be placed perpendicular to the flow of water and instailed m accordance with the Standerd Plans The outer edges shall extend up the sides af the conveyance to prevent water from gomg around the check dam Check dams shall be of sufficient height to maxim�ze detention, without causing water to leave the ditch Check dams sha(I meet the requ�rements in Section 9-14 5(4} 8-01.3(7) S#abilized Construction Entrance The fir5t paragraph is revised to read Temporary stabilized construction entrance shall be constructed in aecordance wi#h the Standard Plans, prior to begmn�ng any cleanng, grubbmg, embankment or excavation Atl quarry spail mater�ai used for stabdized construction entrance shall be free of extraneous materials that may cause or contribute to track out 8 Gravet Filter, Wood Chip, or Compost Berm The first paragraph is revised to read Fdter berms shall retam sediment and direct flows The gravel fiiter berm shalf be a minimum of 1 fioot in height and shall be maintained at this height for the entire time th�y are in use Rock materiai used far filter berms shail meet the grading requ�rements m Section 9-03 9(2), but shali not mciude any recycled materials as outimed m Section 9-03 21 8 Straw Bale Barrier This section �ncfudmg title is revised to read 8-01.3(9yC Vacant 8-01.3(11) Vacant This section inciuding t�tle is revised to read 8-01.3(11j Outlet Protection Outlet prateetian shall prevent scour at the autlets of ponds, p�pes, ditches or other conveyances All quarry spall matenal used far outlet protection shali be free of extraneous material and meet the gradation reqwrements in Sect�on 9-13 6 8-01.3(13) Temporary Curb This section is revised to read T�mporary curbs shall d�vert ar r�direct water around erodible sads Temporary curbs shall be mstalled afong pavement edges to prevent runaff from flowing onto erodible slopes Water shali be directed ta areas where erosion can be controfled The temporary curbs shail be a mirnmum of 4 mches m height Pondmg shsll not be m raadways 8-01.4 Measurement The third paragraph is revised to read AMENDNtENTS TO THE 2012 STANDARO SPECIFlCAT40NS BOOK Revised 8/6/2012 Page 17 1 2 3 4 5 6 7 8 s �a 91 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 49 42 43 44 45 46 Check dams wdl be measured per linear foot one time only alang the comp{eted check dam No additional measurement wiil be made for check dams that are required to be rehabil�tated ar replaced due to wear The ninth paragraph �s deleted Th�s section is supplemented with the following C}ut{et Protection wdl be measured per each initial installation at an autlet lacation 8 Payment Th� bid item °Straw Bale", per each is deleted This sectian is supplemented with the followmg "Outlet Protection", per each 8-02 AP8 Section 8-Q2, Roadside Restoration August 6, 2012 in this section, "psiPE" is revised to read "PSIPE" 8 Topsoit Type C In ihis section "9 1(2)" is revised to read "9 1(3)" 8 Planting Item number 1 in the second paragraph is rev�sed to read Non-irrigated Piant Material West of the surnm�t af the Cascade Range - October 1 to March 1 East of the summit of the Cascade Range - October 1 to November 15 8 Payment The paragraph fopow�ng bid �tem "Coarse Compost", per cub�c yard" �s rev�sed to read The uni# Contract price per cubic yard for "Fme Compost", Medium Compast" or "Coarse Campost" shall be full pay for furrnshing and spreadmg the compost onto the existmg so�t &03 AP8 Section 8-03, Irrigation Systems Apri12, 2012 8-03.3(7, Flushing and Testing The fifth paragraph is deleted AMENQMENTS TO THE 2012 STANDARD SPECtFICATiONS 800K Revased 8i6l2012 Page 18 1 8-04 AP8 2 Section 8-04, Curbs, Gutters, and Spillways 3 April 2, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8 Cement Concrete Curbs, Gutters, and Spiilways This section is supplemented with the following new sub 8 Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabaut spl�tter island nosmg curb shall be shaped and �rnshed to match the shape of the ad�ommg curb as shown m the Plans All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter 8 Measurement This section is supplemented with the following Roundabout splitter island nosing curb wdl be measured per each 8 Payment The bid item, "Raundabout Truck Apron Cement Concrete Curb", pe� imear foot is deleted This section is supplemented with the followmg "Roundabout Cement Concrete Curb and Gutte�', per linear foot The urnt Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be fuil payment for all casts for the Work including #ransitiornng the raundabout cement concrete curb and gutter to the ad�oirnng curb shape "Roundabout Splitter island Nosing Curb", per each The unit Contract price per each fo� "Roundabout Spiitter Isiand Nosing Curb" shall be full payment for all costs for the Work includmg transitiornng the roundabaut splitter isiand nosing curb to the ad�oming curb shape 8-07 AP8 Section 8-07, Precast Traffic Curb and Block Tra�c Curb August 6, 2012 This section's title is revised to read 8-07 Precast Traffic Curb 8-07.1 Description This section is rev�sed to read Th�s Work consists of furrnsh�ng and installing precast traffic sloped mountable curb or dual faced sioped mountable curb of the design and type specrfied in the Plans in accordance with these Speafications and the Standard Pians in the locations indicated m the Plans or as staked by the Engineer AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised S/6l2012 Page 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 8 Materials The material reference "Block Traffic Curb 9 3" is deleted from this section 8 Installing Cuebs The fifth and seventh paragraphs are deleted from this section 8-07.4 Measurement The first paragraph is deleted from this section 8-07.5 Payment The following bid items are deleted from this section "Type A Precast Traffic Curb", per linear foot "Type C Precast Tra�c Curb", per linear foot "Type A Block Traffic Curb", per linea� foot "Type C Block Traffic Curb", per linear foot 8-11 AP8 Section 8-11, Guardrail August 6, 2012 8-11.3(1)D Removing Guardrail and Guardrail Anchor The first twfl sentences in the first paragraph are revised to read Removal of the various types of guardrad shail include removal of the rad, cable elements, hardware, and posts, inciuding transition sections, expansion sect�ons, terminal sections and the rad element of ancho� assemblies Removal of the various types of guardrai! anchors shall include removal of the anchor assembly, mclud�ng cancrete bases, rebar, steel tubes, and any other appurtenances in the anchar assembly 8 1.4 Measurement The seventh paragraph is revised to read Measurement of �emoval of guardrad wdl be by the linear foat measured along the Ime of gua�drail removed inciuding transition sect�ons, expansion sections, guardrail anchor rad elements and terminai sectians 8 Payment The paragraph foilawing the bid item "Removmg Guardrad Anchor", per each is revised to read The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment for all costs to perform the Work as descnbed in Section 8-11 3(1)D, mcludmg raii removal, rf there isn't a Bid Item for Removing Guardrail m the run of guardrail connect�ng to the anchor AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rewsed 8/6I2012 Page 20 1 6-12 AP8 2 Section 8-12, Chain Link Fence and Wire Fence 3 Apri12, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 29 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 In this Section "Engineer" is revised to read "Project Engineer" 8-12.1 Materials This section �s supplemented with the followmg Paint 9-08 1(2}B 8-12.3{1)A Posts The words "for Typs 3 and Type 4 fences" and "on Type 3 and Type 4 fences" are deleted from this section The �rst sentence of the fifth paragraph is revised to read After the post is set and plumbed, the hole shall be filled with Grout Type 4 The third sentence m the sixth paragraph is replaced with the foilowing two sentences After the post ►s set and plumbed, the hole in the port�on of the post m solid rock shall be fiiled with Grout Type 4 The grout shall be thoraughly worlced �nto the hole so as to leave no voids The seventh paragraph is deleted The rnnth paragraph is revised to read Steep slopes or abrupt topography may require changes m vanous elements of the fence It shall be the respansib�lity of the Contractor to provide all posts of sufficient length to accommadate the chain link fabric ' The tenth paragraph is revised to read All round pasts shail have approved top caps fastened securely to the posts The base of the top cap fitting for round posts shall feature an apron around the tiutside of the posts 8-12.3(1)B Top Raii This section's content mcludmg title is deleted and replaced with 8-12.3(1)B Vacant 8-12.3(1 jC Te�sion Wire and Tension Cable This section`s content inciuding title is revised to read 8-12.3(1)C Tension Wiee Tension Wires shall be attached to the posts as detaded in the Plans or as approved by the Engmesr AMENDMENTS TO THE 2012 STANDARD SPECIFtCATIONS BOOK Revised 816l2012 Page 21 1 2 3 4 5 6 7 8 9 90 99 12 13 14 15 16 i7 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 4$ 49 50 51 52 8-12.3(1)D Chain Link Fabric The first three paragraphs are revised to read Cham link fabr�c shall be attached after #he cables and wires have been properly tensianed Charn {mk fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shali be piaced on the face on the outside of the curve unless otherwise directed by #he Pro�ect Engineer Cham link fabric shall be piaced approximatefy 1-mch above the ground and on a straight grade between posts by excavating high points of ground Fdling of depressians wdl be perm�ted oniy upon approval of the Pro�ect Engmeer The faurth sentence in the fourth paragraph is revised ta read The top and bottom edge of the fabric shall be fastened with hog ��ngs to the top and boftom tension wires as may be appiicable, spaced at 24-inch mtervals 8-12.3{1)E Chain Link Gates The third paragraph is deleted 8-12.3(Z)A Posts In the second paragraph, "cammerciai" is deleted The f�rst sentence of the fifth paragraph is revised to read After the past is set and plumbed, the hole shali be filled with Grout Type 4 The fourth sentence in the sixth paragraph is replaced with the foiiowing two sentences After the post �s set and plumbed, the hole m the portron of the post m solid rock shall be filled with Grout Type 4 The grout shall be thoroughiy worked mto the hole so as to leave no voids The tenth paragraph is revised to read Where the new fence �oms an existing fence, the 2 shall be attached m a manner satisfactory to the Pro�ect Eng�neer, and end or corner posts shail be set as necessary The eleventh paragraph is deleted 8-12.5 Payment The paragraph following the item "Cham Lmk Fence Type ", per linear foot �s revised to read The urnt Contract pr�ce per linear foot for "Chain Lmk Fence Type ,�" shail be fuli payment for all costs for the spec�fied Work �nciuding braca post mstallattion and a11 other requirements of Section 8-12 for Cha�n Lmk Fence, uniess covered in a separate 8id item in this Section AMENDMENTS TO THE 2012 STANDARD SPECIFICATtONS BOOK Revised 815/2012 Page 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 24 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The foilowmg paragraph is mse�ted after the item "End, Gate, Comer, and Pull Post for Chain Link Fence°, per each The un�t Contract price per each for "End, Gate, Corner, and Pull Post for Cham Link Fence" shaii be fuli payment for ali costs for the specified Wark The fo{lowing paragraph �s mserted after the item "Single 6 Ft Cham Link Gate", per each The urnt Cantract price per each for "Dauble 14 Ft Cham Lmk Gate", "Double 20 Ft Chain Link Gate", and "Single 6 Ft Chain Link Gate", shail be full payment for all costs for the specified Work The pa�agraph folfowmg the rtem "Wire Fence Type ", per Imear faot is rev�sed ta read The urnt Contract price per each #or "Wire Fence Type " shall be full payment for all costs for the spec�fied Woric includmg payment fo� ciearing of the fence line The following paragraph is inserted after the item "Double Wire Gate 20 Ft Wide", per each The urnt contract pnce per each for "Single Wire Gate 14 Ft Wide" and "Double Wire Gate 20 Ft Wide" shail be full payment for ali costs for the specified Work The paragraph foilowing the item "Access Control Gate", per each is revised to read The urnt contract pnce per each for "Access Control Gate" shaii be full payment for all costs to perform the spec�fied Work 8-15 AP8 Section 8-15, Riprap April 2, 2Q12 8-15.1 Desc�iption The secand pa�agraph is revised to read Riprap wi11 be ciassified as heavy loose riprap, light loase riprap, and hand placed nprap $-20 AP8 Section 8-20, Illumination, August 6, 2012 Traffic Signal Systems, And Electrical 8-20.3(4) Foundations The first paragraph is revised to read Faundafion concrete shall conform to the requirements far the specified class, be cast- in-place concrete and be constructed m accordance with Sections 6-02 2 and 6-02 3 Concrete for Type Ii, lil, IV, V, and CCTV signal standards and light standard foundations shall be Class 400dP Concrete for pedestais and cabinets, Type PPB, PS, I, FB, and RM signai standards and other foundations shall be Class 3000 Concrete placed �nto an excavat�on where water is present shall be placed usmg an approved #remie If water is not present, the cancrete shall be placed such that the free-fall is vertical down the center of the shaft without hittmg the sides, the steel remforcing bars, AMENDMENTS TO TME 2012 STANDARD SPEClFICATIONS BOOK Revrsed B!&I2012 Page 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 97 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 or the stee! remforcmg bar cage bracmg The Section 6-02 3(6} restrict�on for 5-feet maximum free-fail sha(I not apply to placement of Class 40QOP concrete into a shaft Steel reinforcing bars for foundations shall confarm to Section 9-07 8 Bonding, Grounding The first sentence in the second peragraph is replaced with the following two sentences All conduit instalied shall have an equipment ground conductor installed m addition to the conductors noted in the Contract Conduit with mnerducts shall have an equipment ground conductor mstailed in each innerduct that has an electncal canductor 5-21 AP8 Section 8-21, Permanent Signing Au9ust s, Za� z 8-21.2 Materials The th�rd sentence is rev�sed to read Materials for sign mountmg shall canform to Sectian 9-28 11 8 Fabrication of Steel Structures The first sentence in the first paragraph is revised to read Fabrication shali conform to the applicable requirements af Section 6-03 and 9-06 This section is supplemented with the following Ail fabrication, mciudmg repairs, ad�ustments or madifications of previously fabncated sign structure members and connection elements, shali be performed m the shop, under an Engmeer approved shop drawing prepared and submitted by the Contrac#or for #he originai fabrication or the specific repa�r, ad�ustment or modification Sign structure fabrication repair, adJustment ar mod�fication of any kind in the field is not permitted if fabrication repair, adJustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re- galvaniZed in accordance with AASHT4 M 111 8 Vacant Th�s section inciudmg title is revised to read 8-21.3(9)B Erection of Steei Structures Erectian shall confarm to the applicable requirements of Sections 6-43 and 8-21 3(9}F Section 8-21 3{9)F notwithstanding, the Contractor may erect a sign bndge prior to campietian af the shaft cap portion of one foundation for ane post pravided the followmg conditions are satisfied The Contractor shall submit des�gn calculations and working drawings of the temporary supports and falsework suppo�ting the sign bridge near the location of the mcompiete foundat�on to the Engineer for approval m accordance w�th Sectian 6-Oi 9 The subm�ttal shail include the method of releasmg and removing the temporary supports and falsework without inducing loads and stress into the sign bridge AMENOMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK RevEsed 8/6l2012 Page 24 1 2 The Contractor shall submit the method used ta secure the anchor bolt array in 2 proper position with the sign bndge whde castmg the shaft cap concrete to 3 complete the foundatian 4 5 3 The Cantractor shail erect the s�gn bridge and temporary supports and 6 falsework, complete the remaming portion of the mcomplete faundation, and 7 remove the temporary supports and falsework, in accordance with the working 8 drawing submittals as approved by the Engmeer 9 10 8 Foundations 11 The foilowing new paragraph is inserted after the second paragraph 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 5Q 51 52 Cancrete piaced mto an excavation where water is present shail be placed usmg an approved tremie If water is nat present, the concrete shail be placed such that the free- fali is vert�cal down the center of the shaft without hittmg the sides, the steei remforang bars, or the steel remforcmg bar cage bracmg The Sectian 6-02 3(6) restriction for 5- feet maximum free-fall shail not apply to placement af Class 4000P cancrete into a shaft The eighth paragraph is repiaced with the following three new paragraphs After construction of concrete foundations for sign bridge and cantdever sign structures, the Cantractor shall survey the foundation iocations and elevatians, the anchor boit array locations and lengths of exposed threads The Contractar shall confirm that the survey conforms to the sign structure past, beam, span and foundation design geornetry shawn in the Plans, and shall identify any deviatians from the des�gn geometry shown in the Pians When deviations are identified, the Contractos shail nntify the Engineer, and such notice shall be accomparned by the Contractor's proposed method(s) of addressing the deviations, includmg removal and reconstructian of the shaft cap portion nf the affected concrete foundation as outl�ned in this Section, or fabncat�on repair, ad�ustment or modification, with associated shop drawings, in accordance with Section 8-21 3(9)A If the Contractor's survey indicates that a concrete foundation has besn constructed mcorrectly far a sign structure that has already been fabncated, the Contractor may remove and reconstruct the shaft cap portian of the foundation, in accordance with Section 1-0713, pravided the following conditions are satisfied The Cantractor shall submit the method and equipment to be used to remove the portion of the cancrete foundation to be removed and reconstructed to the Engmeer for approval m accordance with Sectian 1-05 3 The submittai shall inciude confirmation that the equipment and the method of aperatron is appropnate to ensure that the existing anchor boit array and pnmary shaft vertical steei �einforcing bars wdi not be damaged 2 All steel reinforcmg bars, except for s#eel re�nforc�ng bars extend�ng fram the bottam partion of the foundat�on to remain, shall be removed and disposed of in accordance with Sections 2-02 3 and 2-03 3(7)C, and shall be replaced with new steel remforcing bars conforming to the siie, dimensions and geometry shown in #he Pians All concrete of the removed portion af the foundat�on shail be removed and disposed of �n accordance with Sections 2-02 3 and 2- 03 3(7)C AMENDMENTS TO THE 2812 STANDARD SPECIFICATIOPIS BOOK Revised• 816I2012 Page 25 � 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 3 The Contractor shail ad�ust the primary shaft vert�cai steel reinforcing bars as necessary m accordance with Section 6-02 3(24�C to pravide clearance for the anch�r bolt array Sign structures shall nnt be erected on concrete foundations untd the Cont�actor confirms that the foundatians and the fabricated sign structures are either campatible with each other and the des�gn geometry shown �n the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400-psi Item number 4 m the ninth paragraph is rev�sed to read 4 Cancrete shall be Class 4000P, except as atherwise specrfied The cvncrete for the shaft cap (the portion contammg the anchor bolt array assemblies above the construction �omt at the top af the shaft) shall be Class 4000 ltem number 3 in the tenth paragraph is revised to read 3 Unless atherwise shown in the Plans, concrete shall be Ciass 40QOP 8-21.5 Payment This sec#ion is supplemented with the following All costs m connection with surveying compieted cancrete foundations for sign bndges and cantilever s�gn structures shall be included in the lump sum contract pnce for "Structure Surveying", except that when no Bid �tem �s mcluded m the Proposal for "Structure Surveymg" then such costs shali be mcluded in the lump sum contract price{s) for "Sign Bridge Na _" and "Cantilever S�gn Structure No _" 8-22 AP8 Section 8-22, Pavement IlAarking August 6, 2012 8-22.3(6) Removal of Pavement Mlarkings The foliowmg new sentence is mserted after the first sentence Grindmg to remove plastic markmg is aliowed to a depth �ust above the pavement surface, then water blast�ng or shot blastmg shail be required ta remove the remaming markings 8 Measurement The items "Pamted Wide Line" and "Plastic Wide Line" are deleted from the fourth paragraph The sixth paragraph is revised ta read Diagonal bnes used to dehneate pa�Cmg stalls that are constructed of pamted or plasfic 4-inch Imes will be measured as "Paint Lme" or "Plastic �ine" by the imear foot ofi line mstalled Crasswalk line will be measured by the square foat of markmg rns#ailed AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8l6/20t2 Page 26 1 2 3 a 5 6 7 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 zs 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The following two new paragraphs are inserted after the sixth paragraph Crosshatch markings used to delineate median and gore areas wdl be measured by the completed linear foot as "Pamted Crosshatch Marking" or "Piastic Crosshatch Ma�C�ng" The measurement for "Painted Crosshatch Markmg" and for "Plastic Crosshatch Markmg" wili be based on the total length of each 8-mch or 12-mch wide line mstalied 8 Payment The bid �tems "Pamted W�de Lme", per linear foat and "Plastic Wide �ine", per linear foot are deleted firom this section This section �s supplemented with the foliowing two new bid items "Pamted Crosshatch Marking", per linear foot "Plastic Crosshatch Marking", per Imear font The fallowing new paragraph �s inserted after the last bid �tem in this section The urnt Contract pr�ce for the afarementioned Bid items shall be fuli payment for ali costs to pertorm the Work as descnbed m Section 8-22 8-25 AP8 Sectian 8-25, Glare Screen April 9, 2012 In this section, "tension cable" and "cabie" are deleted 8-25.3(3) Posts The first sentence in the first paragraph is revised to read Posts shall be constructed m accordance with the Standard Plans and applicabie provisions of Section 8-12 3(1)A The last paragraph is revised to read All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post Line posts shail have tops designed to carry the top tension wire 8 Tension Cables This sectians content inciuding title is deleted 8 Fit#ings, Attachments, and Hardware Th�s sections content includmg title is deleted AMENDMENTS TO TNE 2012 STANDARD SPECIFICATIONS BOOK Revised 816t2012 Page 27 1 9-03 AP9 2 Section 9-03, Aggregates 3 April 2, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 9-43.14(1) Gravel Borrow Note' is deleted, inciuding the reference in the tabfe 9-0�.14(2) Select Borrow Note' is dei�ted Note 2 is re-numbered Note', includmg the reference m the table 9-03,14(4j Gravel Borrow for Geosynthetic Retaining VV'al{ This section is revised to read All backfili material for geosynthetic retairnng walls shall consist of granular mater�al, either naturally accurnng or process�d, and shail be free draming, free fram arganic or o#herwise deleter�ous mater�al The matenal shali be substantially free of shale or ather soft, poor durabdity particles, and shail not contain recycled meteriais, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubbie The backfill material shall meet the faliowing requ�rements for grading and quality Steve S�ze Percent Passin 1 '/4 " 99- I 00 i �� �0-1 ao No 4 SO-80 No 40 30 max Na 200 7 0 max Sand E u�valent 54 min 22 23 24 25 Zs z7 28 29 30 31 32 33 34 35 36 37 38 Wall backfill material satisfymg these grading and property requirements shall be classified as nonaggress�ve 9-03.21(1) General Requirements The first sentence in the first paragraph is rev�sed to read Hat Mix Asphalt, Cancrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slag may be used as, ar blended urnformly with naturally occurrmg matenals for aggregates 9-03.21(1)C Vacant This sec#ian including title is revised to read AMENDMENTS 70 THE 2012 STANDARQ SPECIFICATtONS BOOK Revised 8t6l2012 Page a8 Ail percentages are by weight 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 �z 23 24 25 26 27 28 29 30 31 32 33 3�t 35 36 37 38 39 40 41 42 43 44 45 46 47 48 9 Recycled Glass (Glass Cu{let) Giass Cullet shall meet the requirements of AASHTO M 31 S Hnth the additional requirement that the glass cullet is limited ta the maximum amounts set in Section 9- 03 21(1)E far recycled glass Prior ta use the Contractor shall provide certification to the Pro�ect Engineer that the recycled glass meets the physical properties and deletenous substances requ�rements in AASHTO M-316 9-03.21�1) E Table on Maximum Allowable Percent (By Weight) of Recyc{ed I�aterial The calumn heading "Recycled Giass" is rev�sed ta read "Recycied Glass (Giass Cullet) m the tabie In the column "Recycled Glass (Glass Cullet}" ali amounts are revised to read "20" beginning with the item "Ballast" and contmu�ng down unfil the last item �n the table 9-04 AP9 Section 9-04, Joint And Crack Sealing Materials January 2, 2012 9-04.2 Joint Sealants This sectian is suppiemented vwith the foliowing new sub-sections 9-04.2(3) Polyurethane Sealant Polyurethane seaiant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M Polyurethane sealant shall be compatible with the closed cell foam backer rod When required, compatibdity characteristics af sealants m contact with backer rods shall be determmed by Test Method ASTM C 1087 9-04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod far use with polyurethane sealant shall conform ta ASTM C 1330 Type C 9-05 AP9 Section 9-A5, Drainage Structures, Cuiverts, and Conduits August 6, 2012 9-45.24 Polypropylene Cutvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe Th�s sectrons cantent is deleted and replaced with the following All �amts for polyprnpylene pipe shall be made with a bell/bell or bell and spigot couplmg and shall conform to ASTM D 3212 using elastomeric gaskets confarmmg to ASTM F 477 All gaskets shaii be factory instalfed nn the pipe m accordance with the producer's recommendations Qualification far each producer of polypropylene storm sewer pipe requ�res �omt system canforrnance to ASTM D 3212 usmg elastameric gaskets conform�ng to ASTM F 477 and a formal quality cantrol plan for each plant proposed for considerat�on AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 8l812012 Page 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 sa 31 32 33 34 35 36 37 38 39 �a 41 42 43 44 A Manufacturer's Certifica#e af Compliance shall be required and shall accompany the materials delivered to the pro�ect The certificate shail ciearly identify praduction lots for ail materiais represented The Contracting Agency may canduct ver�cat�on tests of pipe stiffness or ather properties it deems appropnate This section is supplemented with the following new sub-sections 9 Polypropy{ene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and sto�m sewer pipe shall confa�m to the foliowmg reqwrements For dual wall pipe sizes up to 3Q inches ASTM F2736 2 3 4 For tnp(e wali pipe sizes from 30 to 60 mches ASTM F2764 For duai wali profile pipe sizes 36 to 60 mches AASHTC3 MP 21, Type S ar Type D Fittmgs shail be factary welded, m�ecfion molded or PVC 9 Polypropylene Sanit�ry Sewer Pipe Polyprapylene sanitary sewer pipe shall conform to the fallowing �eqwrements For pipe sizes up to 30 inches ASTM F2736 2 3 For pipe sizes from 30 to 60 mches ASTM F2764 Fitt�ngs shall be factory welded, inaection molded or PVC 9-46 AP9 Section 9-06, Structural Steel and Related Materials April 2, 2012 9-06.5�3) High Strength Bolts In this sect�on, "AASHTO M 291" �s revised to read "ASTM A 563" 9-07 AP9 Section 9-07, Reinforcing Steel August 6, 2012 9-07.7 i�lire IVlesh The first sentence in the first paragraph is revised to read UUire mesh for concrete remforcement shall conform to the requirements af AASHTO M 55, Weided Stee{ Wire Fabnc for Concrete Remforcement or AASHTO M 221, Steel Welded Wire Remforcement, Deformed for Concrete AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS 800K Revised 8/612012 Page 30 1 9-10 AP9 2 Section 9-10, Piling 3 April Z, 2Q'12 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2p 21 22 23 24 9 Steel Pile Tips and Shoes In the first paragraph "ASTMA A 148 Grade 60-90" is rev�sed to read "ASTMA A 148 Grade 90-60" 9-14 AP9 Section 9-1�, Erosion Control and Roadside Planting August 6, 2012 9-14.3 Fertilizer � The second sentence m the first paragraph is revised to read it may be separate or �n a mixture contairnng the percentage of totai rntrogen, avadabie phosphonc acid, and water-solubfe potash ar sulfur �n the amounts spec�ed 9-14.4(2) Hydraulically Applied Erosion Con#rol Products (HECPs ) The first sentence in the third paragraph is revised to read All HECPs shail be furnished premixed by the manufacturer with Orgarnc or Synthetic Tacki�er as specified m Section 9-14 4(7} The thrrd and fourth rows in Table 1�s revised to read Heary Metals EPA 60LOA Total Metals Ant�mony — < 4 mg/kg Arsenic — < 6 mg/kg Bar�um — < 80 mg/kg Boron — < 16U mgfkg Cadm Fum — < 2 mg/kg Total Chromrum — < 4 mg(I.g Copper — < 10 mg/l.g Lead — < 5 mg/kg Mercury — < 2 mg/i:g N�ckel —� 2 mg/kg Selemum — < 10 mg/kg Stront�um — < 30 mg/kg Zinc — < 30 m /!c Water Holdmg ASTM D 7367 800 percent mu�imum Ca aci z� 26 27 28 29 30 31 32 33 34 35 9-14.4{Z)A L.ang Term Muich In the first paragraph, the phrase "withm 2 hours of applicatinn" is deleted 9-14.4(4) VVood Strand Mufch The last sentence in the second paragraph is deleted Th�s section �s supplem�nted with the fallowmg new paragraph The Contractor shail provide Material Safety Data Sheet {MSDS} that demonstrates that the product �s not harmfui to plant life and a test report performed m accordance with AMENpMENTS TO THE 2012 STANDARb SPECIFICATIONS BOOK Revised S16l2012 Page 31 1 2 3 4 5 6 7 8 9 10 11 �2 13 14 15 16 17 18 19 WSDOT Test Method 125 demonstrating compliance ta th�s specificat�on prior to acceptance 9 Compost The second paragraph is revised to read Compost product�on and quality shall compfy with WAC 173-35A and for b�asolids composts, WAC 173-308 The third paragraph is to read Campost products shall meet the follow�ng physical cnter�a Cumpost material shall be t�sted in accordance with U S Compasting Council Testmg Methods for the Exammation of Compost and Compostmg {TMECC) 02 Q2-B, "Sampie Sieving for Aggregate S�ze Classificabon" Fine campost shalf ineet the follow�ng gradation S�eve Size Percent Passm M�n�mum Maximum 1' 100 l� ' 90 100 '1a" 75 100 20 21 22 23 2a 25 26 27 28 29 30 31 32 33 3Q 35 36 37 Note Max�mum par#icie length of 4 inches Medium campost shall meet the following g�adation S�eve S�ze Percent Passin M�n�mum Max�mum 1" I�Q / 85 t 00 �/a" 7Q 85 Note Maximum part�cle length af 4 mches Medium compas# shali have a carbon to n�trogen rat�on (C N} between 18 1 and 35 1 The carbon to nitrogen ratron shail be calculated usmg dry weight af "Organic Carban" using TMECC {34 01A divided by the dry weight of "Totai N° usEng TMECC 04 02D Coarse compast shall meet the fallowing gradation S�eve S�ze Percent Pass�n M�n�mum Max�mum z�� 1 na 1" 90 100 '/�" 70 100 '/," 40 54 Note Maximum particle length of 6 inches Coarse compost shail have a carbon to rntrogen' ratio {C N) between 25 1 and 35 1 The carban to nttragen ratia shall be calculated using the dry weight of "Organic Carbon" using AMENDMENTS TO THE 2Q12 STANDARD SPECtFICATiONS BOOK Rev�sed 8I6/2012 Page 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 z7 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 TMECC 04 01A divided by the dry we�ght of "Total N" usmg TMECC 04 02D 2 The pH shaii be between 6 Q and 8 5 when tested �n accordance with U S Composting Council TMECC 04 11-A, "1 5 Slurry pH" 3 Manufactured inert materiai (piastic, concrete, ceram�cs, metal, etc } shall be less than 1 pe�cent by weight as determmed by U S Compostmg Cauncil TMECC 03 08-A "Classification of inerts by Sieve Size" 4 Mirnmum organic matt�r shail be 40 percent by dry we�ght basis as determined by U S Composting Councii TMECC 05 07A "Loss-�n-lgnition Orgarnc Matter Method {Lt�l)" 5 Soluble salt contents shall be less than 4 Q mmhas/cm when tested m accordance with U S Compostmg Council TMECC 04 10 "Electncal Conductivity " � F Maturity shail be greater than 80 pe�cent in accordance with U S Compostrng Cauncd TMECC 05 05-A, "Germination and Roat Elongation" Stabdity shall be 7-mg CO2—C/g C}M/day or below m accordance with U S Camposting Council TMECC 05 08-B "Carban Dioxide Evolution Rate" 8 The compost product shall origmate from organic waste as defined m WAC 173 350 as "Type 1 Feedstocks", "Type 2 Feedstocks", and/or "Type 3 Feedstacks" The Contractar shall provide a list of fesdstock sources by percentage in the final compost product 9 The Engmee� may also evalua#e campost far maturity using U S Compostmg Council TMECC 05 08-E "Solv�ta� Maturity Index" Fme compost shali score a number fi or above on the Salv�ta� Gampost Maturity Test Medium and coarse compost shali score a 5 ar above on the Solvita�J Compost Matunty Test 9 Compost Approval This section's title is revised ta read 9 Compost Submittal Requirem�nts The first sentence in this section up untd the colon is revised to read The Contractar shall subm�t the followmg mformation to the Englneer for apptoval Item No 2 m the first paragraph is revised to read 2 A copy of the Solid Waste Handiing Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173-35Q (Minimum Funct�onal Standards for Solid Waste Handhng) o� for biosol�d composts a copy of the Coverage Under the General Permit for B�asolids Management �ssued to the rnanufacturer by the Department of Ecology in accordance w�th WAC 173-308 (B�osofids Management) AMENDMENTS TO THE 2012 STANDARD SPECIFfCATIONS BOOK Rewsed 81612012 Aage 33 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 9-14.5(1) Potyacrylamide (PAiUi) The third sentence is replaced with the followmg two new sentences The m�rnmum average molecular we�ght shail be greater than 5-mglmoie The charge density shall be na less than 15 percent and no greater than 30 percent 9-94.5{2j Erosion Control �lanket The second sentence in the first paragraph is revised to read The Cantractor shail supply independent test results from the National Transportation Praduct Evaluation Program (NTPEP) meetmg the following requirements m Tables 6 and 7 9-14.5(4) Geotextile Encased Check Dam This section includmg #itle is revised to read 9-14.5(4) Check Dams All materials used for check dams shall be non-toxic and not pose a threat ta wddlife when mstalled This section is supplemented w�th the following new sub-sect�ons 9-14.5(4)A Biodegradabie Check Dams Biadegradable check dams shall meet the following requirements Biodegradable Check Dams Matenals Wattle Check Dam 9-14 5(5) Compast Sack Check Dam 9-14 5(6) Car Log Check Dam 9-14 5(7) The Contractor may substitute a different biodegradable check dam as long as it compiies with the fallow�ng and is approved by the Engineer Made af natural plant fiber 2 Nettmg if present shall be biodegradabie 9-14.5(4)8 Non-biodegradabie Check Dams Non-biodegradable check dams shall meet the fallawing requirements Geotextde materials shall conform to section 9-33 far silt fence 2 Other such devices that fulfili the requirements of section 9-14 5(4} and shali be approved by the Engineer prior ta mstailation 9-14.6(1) Description in item Na C in the fourth paragraph, "22-inch" is revised to read "2-mch" AMENDMENTS TO THE 2012 STANDARD SPEClFiCAT10NS BOOK Revised 8/612012 Page 34 1 9-16 AP9 2 Section 9-16, Fence and Guardrail 3 August 6, 2012 4 5 6 7 8 9 �a 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9 Post Material for Chain Link Fence The last sentence �n the last paragraph is deleted 9 Tension Wire and Tension Cable This section includmg title is revised to read 9-16.1 {1)C Tension Wire Tension wire shai! meet the requirements of AASHT4 M 181 Tensian wire galvarnzing shall be Class 1 9 Fittings and Hardware The second sentence in the first paragraph is deleted The last paragraph is deleted 9 Approval This section is deleted 9-16.6(3) Posts This section is revised to read l.ine posts for Types i and 2 giare screens shall be 2 inch inside diameter galvanized steel pipe w�th a nommai weight of 3 65 pounds per linear foot End, corner, brace, and pull posts for Type 1 Des�gn A and B and Type 2 shali be 2'/: inch inside dEameter galvarnzed steei pipe with a nommai we�ght of 5 79 pounds psr linear foot lntermediate pu(I posts (braced line posts} shail be as speci�ed for line posts The base material for the manufac#ure of steel pipes used for posts shalf conform to the requirements af ASTM A 53, except the weight tolerance on tubular posts shall be applied as prov�ded below Posts provided for glare screen wdi have an acceptance tolerance on the we�ght par finear foot, as specified, equal to plus or m�nus 5 percent This tolerance wiil apply to each mdividuai past Ali posts shall be galvarnzed in accordance with AASHTO M 181 Sect�on 32 The mirnmum average zmc coating is per square foot of surface area This area is defined as the total area mside and outside A sample for camputmg the average of mass of caatmg is defined as a 12-mch piece cut from each end af the galvanized member 9-16.6(5) Cable This section including t�tie is revised to read 9-16.6{5) Vacant 9-16.6(6) Cable and Tension Wire Attachments This sect�on including title is revised to read AMENDMENTS TO TNE 2012 STANDARD SPECIPICATIdNS HOOK Rev�sed 8l6/2812 Page 35 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 97 18 19 20 21 22 23 24 25 26 21 28 29 30 31 32 33 34 35 36 37 38 39 4t1 41 42 43 44 45 46 47 48 9 Tension Wire Attachments All tension wire attachments shaEl be galvanized steel canforming to the requirements of AASHTO M 232 unless otherw�se spec�fied Eye balts shall have e�ther a shouider or a back-up nut on the eye end and be provided with an eye nut whare needed or standard hex nut and lock washer'/8-inch diameter for tens�on wire and of sufficrent length to fasten to the type of posts used Turnbuckles shaii be of the shackie end type,'/Z mch diameter, with standard take-up of 6 inches and provided with 3 /� inch d�ameter pins 9 Fabric Bands and Stretcher Bars The first paragraph is revised to read Fabric bands shail be'/� inch by 1 mch nominai Stretcher bars shaii be % �nch by 3 f �nch nommal or 5 / t8 mch diameter round bar nommal A 5 /, g inch diameter round stretcher bar shafl be used with Type 1 Nom�nal shall be construed to be the area af the cross section of the shape obtamed by multiplying the specified width by thickness A variatian of minus 5-percent from this theoret�cal area shali be construed as "nominalp size A(( shall be galvanized to meet the requirements of ASTM F 626 9-18 AP9 Section 9-18, Precas# Traffic Curb and Blcck Traffic Curb August 6, 2012 This section's title is revised to read 9-18 Precast Tra�c Curb 9-18.3 Block Traffic Curb Th�s section includmg titie is revised to read 9-18,3 Vacant 9-20 AP9 Section 9-20, Concre#e Patching Material, G�out, and Mortar January 2, 20'12 9-20.3(3y Grout Type 3 for Unconfined Bearing Pad Applications This section �s revised to read Graut Type 3 shall be a prepackaged material meet�ng the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar 9-20.3{4) Grout Type 4 for Multipurpase Applications In the third sentence of the first paragraph, the reference "q 40" is revised to read "Q 45" 9-23 AP9 Section 9-23, Concrete Curing Materials and Admixtures April 2, 20'i2 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised #o read "water retention" AMENDMENTS TO THE 2012 STQNDARd SPECIFICATIONS BOOK Rewsed 816/2412 Page 36 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2a 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3& 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29 AP9 Section 9-29, Illumination, Signat, Electrical August 6, 2012 9-29.1(4) Non-Metallic Conduit Th�s section is suppiemented w�th the faHawmg new sub 9-29.1(4)D Deflection Fittings Deflect�on Fittmgs fo� use with ngid PVG conduit shali be as described in 9-29 1(2)A 9-29.2 Junction Boxes, Cable Vaults, and PuN Boxes The section �s suppiemented with the foilowing The Contractor shail perform quality control �nspection The Cantracting Agency �ntends to perform Quality Assurance inspection By �ts inspection, the Contractmg Agency intends oniy to verify the quai�ty of that Work This mspection shali not relieve the Contractar of any respons�bility for identifymg and replaci�g defective matenal and workmanship Pnor to the start af production of the precast concrete urnts, the Contractor shall advise the Engmeer of the production schedule The Contractar shall give the Inspector safe and free access to the Woric If the fnspector observes any nonspecification Wark or unacceptable qual�ty contral practices, the Inspector will adwse the plant manager If the corrective action is not acceptable to the Engmeer, the unit(s) wiU be reaected 9 Standard �uty and Heavy Junction Boxes The third paragraph is deleted and replaced with the foilowmg new paragraphs The Cont�actor shali provide shop drawings for all componen#s, includmg the cancrete box, and LEd and the shop drawmgs shall show placement of re�nforcing steel The shop drawing shall be prepared by (or under the direct supervision ofl a Professional Enginee�, I�censed under Titie 18 RCW, State of Washmgton, m the b�anch of Civrl o� Structural, and each sheat shall ca�ry the foilowing Professional Engineer's origmal signature, date af signature, origma! seal, registration number, and date of expiration 2 3 The init�als and dates of all part�cipating design professionals Ciear notation of all revisians including identification of who autharized the revision, who made #he revision, and the date af the revision 4 Design caiculatians shail carry on the cover page, the Professianai Engineer's original signature, date of signature, original seal, registration number, and date of expiration For each typ� af �unction box, or whenever there is a change to the �unction box design, a praof test, as defined in this SpecEficat�on, shall b� performed and new shop drawings submitted 9 Standard Duty Junction Boxes The sub-paragraph's titled "Concrete Junction Baxes" are revised #o read AMENOMENTS TQ THE 2012 STANqARp SPECIFICATIONS BOOK Revised 8/612012 Page 37 1 2 3 4 5 6 7 8 9 �a 11 12 13 14 15 16 17 18 19 20 Concrete Junction Boxes The Standard Duty Concrete Juncbon Box steel frame, !id support, and I�d sha!! be painted w�th a black paint containing rust inhibiters or pamted w�th a shop appiied, inorgarnc zinc pnmer in accardance with Section 6-07 3, or hot-dip gaivarnzed in accordance with AASHTO M 1� 1 All Standard Quty Concrete Junct�on Boxes placed �n sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces Non-slip lids and frames shail be hot dip galvarnzed Concrete used in Standard Duty Junctian Boxes shall have a m�nimum compressive strength of 6,000 psi when reinforced with a welded w�re hoop, or 4,040 psi when re�nforced with welded wire fabric or fiber reinforcement The frame shali be anchored to the box by weldmg headed studs 3 /s by 3 mches long, as specified m Section 9-�6 15, to the frame The wire fabric shali be attached to the studs and frame with standard tie pract�ces The box shal! contam ten studs (ocated near the eenterime of the frame and box wal! The studs shall be placed one anchar m each corner, one at the middle of each w�dth and two equally spaced on each length af the box Mater�als for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the foilowing Materiais Requirement Cancrete Section 6-02 Reinforcing Steel Section 8-07 Fiber Reinforcmg ASTM C 1116, Type I11 L�d ASTM A 786 diamond plate steel S1�p Resistant L�d ASTM A 36 stee! Frame ASTM A 786 diamand plate stesl or ASTM A36 steel Siip Resrstant Frame ASTM A 36 steel Lid Suppor# ASTM A 36, or ASTM A1011 Grade SS Handle 8� Handie support ASTM A 36 steel or ASTM A1 �11 Grade CS ar SS Anchors {studsj Section 9-06 15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, o� 318 Washers steel m accordance with approved shop drawin Locking and Latching �n accordance with approved shop Mecharnsm Hardware �rawings and Bolts 21 22 23 �a z� 26 27 28 29 8-29.2(1)B Heavy Du#y Junction Boxes The section is revised to read Heavy-Duty Junction Boxes shall be concrete and have a mmimum vertical load rafing ofi 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accardance with Section 9-29 2(1)C AMENDMENTS TO THE 2012 STANDARD SPECIFICATiQNS BOOK Revised 816/2012 Page 38 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 The Heavy-Duty Junction Box stee! frame, lid support and lid shail be painted with a_Fshop apphed, morgarnc zinc pnmer �n accordance with 5ection 6-07 3 Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following Materials Requiremen4 Concrete Section 6-02 Reinfarcing S#eel Section 9-07 ASTNi A 788 diamond piate steel, rolled from plate complymg with ASTM A 572, Lid grade 50 or ASTM A 588, and having a m�n CVN toughness of 20 ft-Ib at 4fl de rees F Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, bo#h plates with mm CVN toughness nf 20 ft-Ib at 44 de rees F Handle ASTM A 36 stee! orASTM A 1011 Grade CS or SS Anchors {studs) Section 9-06 15 Bolts, S#uds, Nuts, ASTM F 593 orA 193, Type 304 or 316, or Washers Stamless steel grade 302, 304, or 316 m accordance with a roved sho drawin Hmges and Lack�ng and In accordance with approved shop Latching Mechanism drawmgs Hardware and Bo(ts The !id stiffener plates shall bear on #he frame, and be mdled so that there is fulf even contact, araund the perimeter, between the bearing seat and lid stiffene� piates, after fabricat�on of the frame and lid The bearing seat and lid per�meter bar shail be free from burrs, dirt, and other foreign debris that would prevent solid seating Bolts and nuts shali be fiberally coated with anti-seize compound Bolts shali be mstalled snug tight The bearmg seat and lid perimeter ba� shall be machmed to aliow a mirnmum of 75 pe�cent of the beanng areas to be seated w�th a tolerance �f 0 0 ta 0 005 inches measured with a feeler gage The bearing area percentage wiil be measu�ed far each side of the lid as it bears on the frame 9 Testing Requirements The first paragraph is revised to read The Contractor shall prov�de for testing of �unction boxes, cable vaults and pull boxes Junction boxes, cable vaults and puN boxes shail be tested by an independent materials testmg facility, and a test report issued documentmg the results of the tests performed The second paragraph is revised to read For concrete �unction boxes, vaults and pull boxes, the mdependent tesfing laboratory shali meet the requirements of AASHTC? R 18 fo� Qualified Tester and Verified Test Equipment The test shall be conducted m the presence of a Professional Engmeer, I�censed under Title 18 RCW, State of Washington, in the branch af Cwd ar Structural, and each test sheet shali have the Professiona! Engmeer's anginai signature, date af AMENDMENTS TO THE 2f112 STANDARD SPECIFtCATi0N5 800K Rev�sed 816t20'12 Page 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 zo 21 zz 23 ` 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 signature, origmal seai, �egistration number, and date of expiration One copy of the �est report shall be furrnshed to the Contracfing Agency ce�t�fy�ng that the box and cover meet or exceed the loading requirements for a concrete �unction box, and shall include the following information 1 Product identification 2 Date of testing 3 Descnption of testing apparatus and procedure 4 A11 load detlection and fadure data 5 6 7 Weight of box and cover tested Upon completion of the reqwred test(s} the box shall be laaded to failure A brief descnption of type and location af fa�lure The third parag�aph is revised #a read For non-conc�ete aunction boxes the independent testmg laboratory shall meet the requiremen#s of AASHTO R 18 for Qualified Tester and Verified Test Equipment The test shall be conducted in the presence of a Professional Engmeer, licensed under Titfe 18 RCW, State of Washmgton, m the branch ofi Civil or Structural, and each test sheet shali have the Professianal Engineer's ar�ginal signature, date of signature, origmai seal, �egistratian number, and date of expiration One copy of the test report shall be #urnished ta the Contract�ng Agency certifying that the box and cover meet or exceed the loading requ�rements for a non-concrete �unction box, and shall inciude the following mformation 1 Product identification 2 Date af testing 3 Description of tesfing apparatus and procedure 4 All load deflection data 5 Weight of box and cover tested The first paragraph follow�ng the t�tle "Testing for the Standard Duty Mon-Concrete Junction Boxes" is revised to read Non-concrete Junct�on Boxes shall be tested as defined m the ANSIISCTE 77-2Q07 Tier 15 test method with test load mmimum of 22,500 Ibs fn additian, the Contractor shall provide a Manufacture Gert�ficate of Compliance for each non-concrete �unction box installed 9 Standard Duty and Heavy Cable Vaults and Pull Boues This section �s rev�sed to read AMENDMEN73 TO THE 2012 STANDARD SPECIFICATIQN9 BQOK Rev�sed 8/6/2012 Page 40 1 2 3 4 5 5 7 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 zs 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Standard Duty and Heavy-Duty Cable Vaul#s and Pull Boxes shali be constructed as a concrete box and as a concre#e lid The lid fa� the Heavy-Duty and Standard Duty Cable Vaults and Pull Boxes shall be mterchangeabie and both shall fit the same box as shown m the Standard Plans The Contractor shail prav�de shop drawmgs for all companents, including concrete box, Cas# fron Rmg, Ductile Iron Lid, Steel Rmgs, and Lid In addition, the shop drawings shall show placement of remforcing steel, knock outs, and any other appurtenances The shop d�awmg shail be prepared by or under the direct supervisian of a Profess�onal Engineer, licensed under Title 18 RCW, State of Washington, in the branch af Civ�f or Structural, and each shee# shall carry the foilowing Professional Engmeer's orig�nal s�gnature, date af signature, original seal, registration number, and date af expiration � 3 The mitials and dates of al! participating design professionais Clear natation of all revisions mcludmg �dentificat�on of who authorized the revisian, who made the revision, and the date of the revision 4 Design calculatians shafl carry on #he cover page, the Profess�onal Engmeer's or�ginai signature, date of signature, ongmal seal, registration number, and date of expiration For each type of box or whenever there is a change to the Cabie Vault or Puil box des�gn, a proof test, as defined in this Specification, shall be performed and new shap drawmgs submitted 9-29.2(2)A Standard Duty Cable Vauits and Pull Boxes This section is revised to read Standard Duty Cabie Vaults and Puli boxes shall be concrete and have a minimum load ratir►g of 22,500 pounds and be tested in accordance with Sec#ion 9-29 2(1 jC for concrete Standard Duty Junction Boxes Concrete for standard duty cable vaults and pull boxes shall have a mmimum compressive strength of 4,000 psi The lid frame shall be anchored to the vault/box concrete lid by welding headed studs 3 !e by 3 inches lang, as specified m Section 9- 06 15, tn fhe frame The wire fabric shail be attached ta the studs and frame with standard tie practices The vault/box concrete lid shail contam ten studs located near the centerime of the frame and wall Studs shali be placed one anchor in each corner, one at the middie of each width and two equaily spaced on each length of the vaultlbox The steei frame, lid support, and lid shali be pain#ed with a black paint conta�rnng rust mhib�ters or painted with a shop appiied, inorgarnc zinc p�imer in accordance with Section 6-07 3 or hot-dip galvarnzed m accordance with ASTM A 111 All Standard Duty Cable Vauits and Pul1 Boxes placed in sidewaiks, walkways, and shared-use paths shall have shp-resistant surfaces The steel frame, hd support, and lid for the Standard �uty Cabie Vaults and Puil Boxes shail be hot-dip gaivan�zed Matenals far Standard Duty Cable Vauits and Puil Boxes shall conform to the following AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revlsed B16t2012 Page 41 IUlaterials Requirements Concrete Secbon 6-Q2 Remforc�ng Steel Sectipn 9-07 Lid ASTM A 786 dEamond plate steel Slip Resistant Lid ASTM A 36 Steei Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steel Lid Suppart ASTM A 36 Steel, ar ASTM A 1411 Grade SS Handie & Handie ASTM A 36 steei orASTM A 1011 Grade Su ort CS o� SS Anchors (studs) Section 9-06 15 Bolts, Studs, Nuts, ASTM F593 orA 193, type 304 or 316, or Washers Stamless steel grade 302, 304, 316 per a roved sho drawm Hinges and �ocking Mecharnsm Hardware Per approved shap drawmgs and Bolts 1 2 3 4 5 6 7 8 9 10 11 12 9 Heavy Cable Vaults and Pull Boxes This section is �evised to read Heavy-Duty Cable Vaults and Pull Boxes shall be constructed of cancrete having a mirnmum campressive strength of 4,�00 psi, and have a mmimum verticai load ratmg of 46,000 pounds w�thaut permanent deformation and 60,0�0 paunds withaut fadure when tested m acco�dance w�h Section 9-29 2(1)C far Heavy-Duty Junction Boxes Matenais for Heavy Duty Cabie Vaults and Pull baxes shall conform ta the foUawmg Matenals Requirements Concrete Section 6-02 Reinforcing S#eeI Sectian 9-07 Cover Sect�on 9-05 1 S(1) Ring Section 9-05 15(1} Anchors (studs) Section 9-06 15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Nuts, Washers Stamless steel grade 3U2, 304, 316 in accordance with a roved sho drawm 13 14 15 16 17 18 19 20 21 9-29.10 Luminaires The third paragraph is revised #o read All luminai�es shall be provided with markers for posEbve identification of Isght source type and wattage Markers shail be 3 mches square w�th Gothic bold, biack 2-inch legend on colored background Background color shall be goid for high-pressure sodium and red for meta! halide, and white fo� inductian light sourees Legends shall be sealed with transparent film resistant to dust, weather, and uitrav�olet exposure AMENDMENTS TO TNE 2d12 STANDARD SPECIFICATIONS BOOK Revised 8/6/2012 Page 42 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 9 Decorative Luminaries The second sentence in the third paragraph is deleted 9-29.13(7)B Auxiliary Equipment far NEMA Controllers in the first paragraph, item number's 8-13 are renumbered to read 9-14 respectfully item number 7 in the first paragraph �s revised to read 7 A"Display Panel" when noted m the Contract The display panel shall depict a generic eight-phase operatian The panel shali be mounted on the ins�de of the front cabinet door and the mounting shali be af a design that allows positioning of the panel in faur orientations 90 degrees from each ather The mountmg shall be removabie without use ofi any #ools Incandescent red, yellow, green, walk and don't walk mdicator lights shall be provided for each phase The indicator lights shail be connected to the associated field terminals The connecting cabfe shall be long enough to ailow for any mounting anentat�on No diodes wtll be allowed in the display pane! A means of disconnectmg ali winng entering the panel shail be provided Switches shall be provided on the panel w�th iabels and functions as follows � 0 c Display On — Signal indicator lamps wiil display the operation af the �ntersection Test — Aii mdicator lamps shal! be energized Display Off — Ail signai indicator lamps shali be de-energized The failowmg new numbered item is mse�ted after item number 7 8 A"Detec#or Panel", as specified m Sectian 9-2913(7)0, shall be installed The panel shalf be maunted on the inside of the front cabinet door The detectar panel shall be constructed as a singie urnt Detector switches with separate operate, test, and off positions shali be prov�ded for each field detector input circurt A high �ntensity light em�ttmg diode (LED) shail be provided for each switch The lamp shail energ�ze upon vehicie, pedestnan or test switch actuation The test switch shall provide a sprmg laaded momentary contact that wdl place a cali into the controller When in the OFF position, respective detector circuits wilf be disconnected In the operate posit�on, each respective detectnr circuit shal� operate normaily Switches �hali be provided on the panef with labeis and funct�an� as follows a � Display On — Detector mdicatnr lights shail operate consistent with their respective switches Oisplay Off — detectar mdicator lights shail be de-energ�zed A means af disconnectmg ail wirmg entenng the panel shall be provided The disconnect shafl mclude a means to �umper detection calis when ths display panel is d�scannected Ali sw�tches on the panel shali be marked w�th rts associated Plan detector number Ail markers shall be permanent AMENDMENTS TO THE 2012 STANQARD SPECIFICATIONS BOOK Revised $I812012 Page 43 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 97 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9-29.13(?)E Type 170E, 170E-HC-11, 2070, 2070 l.ite, ATC Controller Cabinets The foilowing new fitie is inserted after the fifth sentence in the first paragraph 9-29.13(7)F Ramp Meter, Traffic Data, and Nlarning Sign Cabinets 9 )A1 Conventional Op#ical System This s�ction's title is revised #a read 9-28.16(1)A1 Non-LED C?ptical System 9-28.16(1)D1 Electrical - Conventional This section's title is revised to read 9-29.16(1)D1 Electricai — Non-LED 9-29.24 Service Cabinets in the first paragraph, the lettered items A-J are re-letter�d to read B-K respectfully The first paragraph is supplemented w�th the foliowing new lettered item A Display an arc flash warning label that meets the reqwrements of ANSI Z535 9 Ampli�er, Transformer, and Terminal Cabinets In item No 2 C,"T�ansformer 23 1 to 12 5 KVA" is revised to read "Transformer 3 1 to 12 5 KVA" and the height column value of 40" is revised to read "48" The first sentence of the first paragraph is revised to read Amplifier and termmal and transformer cabinets shail be NEMA 3R and the follow�ng item number 5 is rev�sed to read 5 All cabmets shall provide a gasketed doo� flange Item number 7 is revised to read 7 insulated termmal blocks shall be 600 volt, heavy-du#y, barrier type The termmal blocks shall be provided with a field-side and a control-side connector separated by a marker strip One spare 12-posit�on msulated terminal block shail be installed in each terminal cabinet and amplifier cabinet item number 8 is revised ta read 8 Each non-pad mounted Termmal, Ampiifier and Transformer cab�net shail have 1/4 inch drain holes in back corners Each pad mounted Terminai, Ampiifler and Transformer cabinet shal! drain to a sump and thraugh a 3/8 inch diam�ter dram pipe to grade as detailed m the Standard Plans ltem number i 0 is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATtONS BOOK Rev�sed 81812012 Page 44 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 10 Transformer cabinets shall have two separate compartments, one far the transformer and one for the power distnbution ci�cuit breakers Each compartment shail be enciased with a dead front Each breaker shall be labeled w►th the dev�ce name by means of a screwed or riveted engraved name plate 9-34 AP9 Section 9-34, Permanent Nlarking flAaterial Aprii 2, 2012 9-34.2 Paint The second paragraph �s rev�sed ta read Blue and black paint shal! compiy with the requirements for yeilow paint m Section 9- 34 2�4) and Sect�on 9-34 2{5), with the excepbon that blue and black pamts do nat need to meet the requirements for titanium d�ox►de, directional reflectance, and contrast ratian AMENt7MENTS TO TNE 2q12 S7ANDARD SPECIFICATIONS BOOK Revised 816/2012 Page 45 REQUIRED COPITRACT PR�VISIONS FEDERAL-AID CONSTRUCTION CONTRACTS FHWA-1273 -- Revised May 1, 2012 I General 11 Nondiscr�mination II1 Nansegregated Facdibes IV Dav�s-Bacan and Related Act Prov�sions V Contract Work Hours and Safety Standards Act Provis�ons VI Sublettmg or Assignmg the Contract Vli Safety Accident Prevenhon Vllf False StaEements Cancernmg Fi�ghway ProJecis IX implementatron afi Clean A�r Act and Federal Water Poliutran Cflntrol Act X Compf�ance w�th Gavernmentw�de Suspension and Debarment Requirements XI Certification Regardmg Use of Contract Funds for Labbying ATTACHMENTS A Empioyment and Maferiais Preference for Appalach�an Develapment H�ghway System or Appalach�an Local Access Road Contracts (inciuded �n Appalach�an contracts only} I. GENERAL 1 Form FHWA-1273 must be physicaily mcorporated in each canstruct�on contract funded under T�tle 23 (exclud�ng emergency contracts sole(y intended for debns removal) The contractor (or subcontractQr} must insert #his form m each subcantract and further �equire its inciusion in ali lower t�er subcantracts (excluding purchase orders, rentai agreements and other agreem�nts for supplies ar servrces) The applicable requ�rements of Farm FHWA-1273 are mcorporated by reference for work done under any purchase order, renta! agreement o� agreement for other serv�ces The prime contrackar shaEl be responsib(e for campl�ance by any subcontractor, Iowar-t�er subcontractar ar S6NIG� �}t'QVidBf Form FHWA-1273 must be inciuded in all Federai-aid design-bu�id contracts, in aii subcantracts and in fower t�er subcontracts {exciudmg subcontracts for design services, purchase orders, rentat agreements and other agreemants f4r supplies or services} The design-bu�lder shaii be responsible #or camphance by any subcantractor,lower-tisr subcontractor or serv�ce �rov�der Conttacting agencies may reference Form FHWA-1273 m bid proposal ar request for proposal documents, however, the Form FHWA-1273 must be physicaliy �ncorporated (not referenced) m all contracts, subcontracts and lower-t►er subcontracts (excludmg purchase orders, rental agreements and other agreemen#s for suppiies or serv�ces related to a construct�on contract) 2 Sub�ect to the apphcab�Eity criteria noted m the fo(fawing sect�ons, these contract prov�sions shall appiy to afl wark performed on the contraet by the contraefar's own organizat�on and w�th #he ass�stance af workers under fhe contractor's �mmediate supenntendence and ta sfl work performed on the contract by piscework, station work, or by subcontract 3 A breach of any of the stipulations contamed m these Reqwred Cantract Prov�s�ons may be suff�c�ent graunds for withhoid�ng of progress payments, withhaid�ng of finai payment, term�nat�on of the contract, suspenston / debarmenf or any other action determ�ned to be approp�iate by the contractmg agency and FHWA 4 Selection of Labor Durmg the performance of this contract, the contracfor shall not use conv�ct labor for any purpase w�thin the I�mits af a construction pra�ect on a Federal-aid highway uniess it is labor pertormed by canvicts who are an pa�ale, supenrESed release, or probatron The term Federa!-aid highway dves not inc(ude roadweys functionaliy ciassified as local roads or ruraf m�nor collectors 11. NONDISCRlMINATION The provisions of thrs sect�on related to 23 CFR Part 23� are applicable to a(I Federal-a�d construction contracts and to all related canstruct�on subcontracts af $10,000 or more The provisions of 23 CFR Part 23� ara not appiicable to rnaterial suppfy, engineering, ar arch�tectural serv�ce contracts f n addihan, the contractor and aif subcontractors rnust comp(y with the foliowmg pnliaes Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Sect�on 140, the Rehabditat�on Act of 1973, as amended (29 USC 794), Title VI of the Civd Rights Act af 1964, as amended, and related regulations mcluding 49 CFR Parts 21, 26 and 27, and 23 CFR Parts 200, 23Q, and 633 The contractor anci al! subcontrac#ors must comply w�th the requirements of the Equal Opportunity Clause m 41 CFR 60-1 4(b) and, for alI constructron contracts exceed�ng $10,Opp, the 5tandard Federal Equai Emp{oyment Opporturnty Canstruction Cantract Specifications m 41 CFR 60-4 3 Note The U S Department of Labor has exclusive autharity to determine compl�ance w�th Executive Order 11246 and the palicies of the Sacretary of Labor mcluding 41 CFR 60, and 29 CFR 1625-1627 The contract�ng agency and the FHWA have the authonty and fhe responsibility to ensure compGance with Title 23 USC Section 140, the Rehab�litatian Ac# of 1973, as emended (29 USC 794), and Trtle UI of the Civii R�ghts Act of 1964, as amended, and related regulations inciudmg 49 CFR Parts 21, 26 and 27, and 23 CFR Parts 200, 230, and 633 The foilowing prov�sion is adopted from 23 CFR 230, Appendix A, w�th appropnate rev�sions to conform to the U S Depar#ment af �abor (US �OL) and FHWA requirements 1. Equal Employment Oppo�tunity: Equal empbyment oppo�kurnty (EEO) requirements not to discnmmate and to take affirmat�ve action to assure equal opporturnty as set forth under laws, executive orders, rules, regulations {28 CFR 35, 29 CFR 163Q, 29 CFR 1625-1627, 41 CFR 6Q and 49 CFR 27) and orders of the Secretary af Labor as rnod�fied by the provisians prescribed herein, and rmposed pursuant to 23 U S C 14Q sha(( constitute the EEI� and specific a�rmat►ve action standards for the cont�actor's pro�ect activrties under this contract The provtstons af the Americans with Dlsabilit�es Act of 1990 (42 U S C 12101 et seq ) set farth under 28 CFR 35 and 29 CFR 1630 are mcorporated by reference in thrs contract In the execut�on af this contract, the cantractor agrees to comply with the foliowmg minimum specific requirement activ�t�es af EEO a The contractor will work with the contractmg agency and the Federal Gvve�nment to ensure that it has made every good fa�th effort to prov�de equal oppor#urnty with respect to all of its terms and cond�ti�ns of empioyrnent and in their revrew of actEVrties under the contract b The contractor wiil accept as its operating po(icy the failowing statement "!t ts the policy of this Company to assure that appiicants are employed, and that employees are treated dunng employment, without regard to their race, �eligion, sex, color, nationai origin, age or disabi(tty 5uch act�on shall mclude empioyment, upgrad�ng, demotion, or transfer, recruttment or recru�trnent advertis�ng, layoff or term�nat�on, rates of pay or other forms of compensation, and selection far training, mcludrng apprenticeship, pre-apprentfcesh�p, andlor on-the �ob trairnng " 2 EEO Officer• The contractor will designate and make known to the contracting officers an EEO afficer who w�ii have the respans�bdity for and must be capabie of effeet�vely adm�rnstenng and pramotmg an active EEO program and who musE be assigned adequate authonty and responsibility to do so 3. Dissemination of Policy: All membe�s of the contractor's staff wha are authorized to hire, supervise, promote, and discharge amp(oyees, or wha recommend such action, or wha are substantialiy involved m such act�an, wiil be made fu(iy cognixant of, and wdl implement, the contractor's EEO pobcy and contractua! respansibilities ta provide EEO in each grade and c(ass�ficatian of emplayment Ta ensure that the above agreement w�ll be met, the fofiowing actions wdl be taken as a mrn�mum a PenodEC meetmgs of superv�sory and personnel affice empiayees wili be conducted before the start of work and then not less often than ance every s�x months, at which t�me the contractor`s EEO pal�cy and �ts �mplementat�on wiil be reviewed and explained The meetmgs wrli be conduc#ed by the EEO Officer b All new supervisory or persannei affice empioyees wi!( be given a thorough findoctnnation by the EEO O�cer, covertng aii ma�or aspects of th� contracto�'s EEfl obligations withrn thirty days fallowmg their reporting for duty with the contractor c Alf personnei who are engaged in direct recruitment for the pro�ect wdl be mstructed by the EEO ��cer in the contractor's pracedures for lacating and hiring minonties and women d Natices and posters setting forth the contractor's EEQ poi�cy wril be piaced rn areas readily accessibie to empinyees, appiicants for employment and potent�af emp}oyees e The contractor's EEO policy and the procedures to tmplement such pol�cy w►II be brought to the at#ent�on of emp(oyees by means of ineetmgs, employee handbooks, or other appropnate means 4. Recruitment: When advert�smg for empioyees, the confractar wd! �nciude m all advert�sements for emp(oyses the natation "An Equal 4pportunity Employer " All such advertisements wiif be placed in publ�cat�ons havmg a large circulafion amnng minonties and women �n the area from which the pro�ect wark force would norma(iy be der�ved a The cantractor vv�ll, unless preciuded by a vaird bargain�ng agreement, conduct systematic and d�rect recruitment through pubf�c and pnvate employee referral sou�ces hkefy to yisid qualified mmorities and women To meet th�s requirement, the contractor will identify sources of potential mmonty group employees, and establ�sh w�th such �dentified sources procedures whereby minority and women appl�cants may be refe�red ta the contractor for empioyment considsration b(n the event the confractor has a vand barga�nmg agreement providing for exclusive hmng hafl referrais, the contractor is expected to obsenre the provis�ons of that agreement to the extent that the sysfem meets the contractor's compbance with EE� contract provisians Where �mpiementation of such an agreement has the effect of d�scr�mmatmg agamst rnmorities or women, or obligates the contractar to do the same, such �mpiementation violates Federai nondiscrimmation pravisrans c The contractor wiil encourage tts present employees ta refer mmanties and wamen as appl�cants fnr empioyment Informat�vn and procedures with regard to refernng such applicants wi!( be drscussed w�th empioyees 5. Personnel Actions: Wages, work�ng cond�t�ans, and empioyse benefits shali be established and admm�stered, and personne� act�ons af every fype, mcluding hinng, upgrading, promotion, transfer, demotian, layoff, and term�nation, shall be taken w�thout regard to race, caior, rei�g�on, sex, national origJn, age or disability The failowmg pracedures shail be followed a The contractor wili conduct periodic rospections af pro�ect sites to rnsure that workrng cond�tions and empioyee fac�l�t�es do not �ndicate discnm�natory treatment of pro�ect site personnel b The contractor wdi perrad�caliy evaluate the spread of wages paid within each classification to determme any evidence of dsscnmmatory wage practices c The contractor will penadically review selected personne! actions m depth ta determ�ne whether there �s ev�dence of discnmma6on Where evidence is faund, the contractor wiil prompt(y fake corrective action if the rev�ew mdicates that the drscnmmat�on may extend beyond the actions revrewed, such corrective actinn shail rnclude ali affected persons d The contractor wdi promptiy mvest�gate ail compiamts of a(fegad discrimmat�on made to the contractor �n connect�on wtth ►ts obligat�ons under thts cantract, wd( attempt to resoive such complamts, and wdl take appropriate corrective action w�th�n a reasonable #ime if the invesUgation indicates that the discrimmation may affect persons other than the compfainant, such carrect�ve act�on shal( �nclude such other persons Upan campietian of each �nvest�gation, the cantracfnr w�li inform every campiainant of ali of therr avenues af appeal 6. Training and Promotion: a The contractor will assrst in locating, quahfying, and rncreasing the skills of rnmanties and women who are appl�cants far employrnent or current employees Such efforts should be a�med at developing fufi �ourney Eevei status empfayees �n the type of trade or �ab c(ass�ficatian mvolved b Cons�stent with the contractor's work force requirements and as permissib(e under Federal and State r�gulatrons, the contractor shali make full use of trammg programs, ► e, apprenticeship, and on-the aob t�aming programs for the geagraph�ca( area of contract performance !n the event a speciai provision for tra�rnng is prowded under this contract, this subparagraph will be superseded as rnd�cated m the specia! provision The contracting agency may reserve trainmg positions for persons who receive welfare assistance in accordance vuith 23 U S C 14Q{a} c The contractor w�il adv�se ampioyees and applicants for employment af ava�lable training programs and entrance requirements for each d The contractor w�ll periodicalfy rev�sw the traming and promot�on potential of employees who are m�norities and women and wdl encourage elig�ble employees to apply for such tra�nmg and promotion 7. Unions: 1f the contractor relies in whole or in part upon unions as a source of employees, the contractor wili use good faith efforts to obtarn the cooperat�on ofi such unions to increase npparturntiss for mmor�ties and women Actions by the contractor, either directiy or through a contractor's assoc�at�on acting as agent, wi(i mciude the procedures set forth befow a The cantractor w►q use goad fa�th efforts to davelop, �n cooperation w�th the un�ons, �aint tratrnng pragrams aimed toward qua(ify�ng more minont�es and women for membership in the unians and increasmg the skdfs of mmor�ties and v,romen sa that they may qualify for higher paying employment b The contractor wEll use goad faith efforts to sncorporate an EEO c(ause tnto each urnon agreement to the end that such un�on wili be contractuaily bound to refer app(icants without regard ta theEr race, color, rei�gton, sex, nationai orrgm, age or disab�lity c The contractor �s ta obtain informat►on as ta the referrai practices and pol►cies of the labor u�ion excepf that to the extent such snfarmation is wrthin the exclusive possesston of the labar urnon and such iabor un�on refusss to furn�sh such mformat�on to the contractor, the contractor shall so cert�fy to the contract�ng agency and shall set forth what effarts have been mada to obtain such tnformatian d!n the event the union �s unable to prov�de the contractor with a �easonable flow af referrais within the time l�m�t set forth in the coliect�ve bargainmg agreernent, the contractor wdi, thraugh independent rectuitment efforts, fill the employment vacanctes without regard to race, color, rel�gion, sex, nat�onal ongm, age or disabihty, makmg ful! efforts to obtain qual�fied andlor qualifiable minontres and women The fa�lure of a urnon ta prov�de su�cienf referrals {even thaugh Et is obligated tfl prov�de exctusive referrais under the terms af a calfective barga�nmg agreement) does not relieve the cantractor from the requirements of th�s paragraph !n the event the unron referral pracbce prevents the contractor from meetmg the obligatinns pursuant to Executive �rder 11246, as amended, and these specia( provis�ans, such cantractar shali immediatefy notify the contracting agency 8. Reasonable Accammadat�an for Applicants / Employees with Disabiltt�es: The contractar must be farn�irar with the requirements far and cornply w►th the Americans w�th Disabtitt�es Act and all rules and regulahons astabhshed there under Employsrs mus� provide reasanab(e accammodat�an �n all employment activities unless to do so would cause an undue hardshtp 9. Selection of Subcantractors, Procurement of Materials and Leasing of Equfpment: The contractar shalf not discrim�nate on the grounds of race, calar, religion, sex, natEOna! or�gin, age ar d�sabihty m the seiection and retention af subcontractors, inciuding pracurement of mafenals and leases of equ�pment The contractor shaii take all necessary and reasonable steps to ensure nondiscnm�nation m the adm�rnstratran of th�s ctintract a The contractor shall notify al! patential subcontractors and suppl�ers and lessors of their EEO obligatians under Eh�s contract b The contractar will use good farth efforts ta ensure subcontractor campGance with fheir EEO obhgatrons 90. Assurance Required by 49 CFR 26.13(bj: a The requuements of 49 CFR Part 26 and the State DOTs U 5 D�T-approved DBE program are incorporated by reference b The cantractor or subcontractor shall not discrimtnate on fhe basis of race, calor, nationai or�gin, or sex in the performance af th�s contract The contractor shali carry out appl►cab{e requirements of 49 CFR Part 26 in the award and admmrstrat�on of DOT-assisted cantracts Fatlure by the contractor to carry out these requirements is a mater�a! breach of this con#ract, which may resu(t in the termmation of this contract or such other remedy as the contractmg agency deems appropnate 1Z. Records and Reports: The contractor shail keep such records as necessary to document campliance with the EEC7 requi�ements Such records shal! be retained for a periad nf three years fol(awmg the date af the fina( paytnent to the contractor for all contract work and shaii be avaifable at reasonable times and places for inspect�on by authorized representatives of the contracting agency and #he FHWA a The records kept by the cantrac#ar shall dncument the foilowmg (1) The number and work hours of minor�ty and non-mmonty group members and women smpioyed �n each work ctassification on the proJect, (2} The progress and efforts being made in cooperation with un�ons, when appi�cable, to �ncrease empioyment oppo�tunrtiss for mmonties and women, and {3) The progress and efforts bemg made in focatmg, hirrng, tram�ng, qual�fying, and upgrading minant►es and women, b The confractors and subcantractors wrfl submit an annual repart ta the contractmg agency each July for the duration of the pro�ect, ind�catmg the number of mmarity, women, and non- minor�ty group employs�s currently engaged m each work classificatran required by the contract work This �nforrnation is to be reported on Form �HWA-1391 The sta�ing data should represent the pra�ect work force on board m all ar any part of the last payro!! per�od precedtng the end of July !f an-#he-Job train�ng ts b�ing required by spec�al prov�sian, the cantractor wili be requ�red to coilect and report training data The empfayment data shou€d reflect the work force on board dunng alf or any pa�t of the last payroif per�od precedmg the end of July ili. NONSEGREGATED FAClLITtES Thts pravis�an is applicable to a(I Federal-aid construction canfracts and to ail reiated canstruction subcantracts af $10,000 ar more 7he cantractor must ensure that faciitties provided for employees are provided �n such a manner that segregat�on on the basis of race, color, religian, sex, or natianal arigin cannat result The contractor may neither require such segregated use by written or nraf policies nor tatarate such use by empioyee custam The con#ractor's obligation extends further to ensure that rts employees are not ass�gned to perform their serv�ces at any location, under the contractor's control, wh�re the fac�lities are segregated The term "facdities" includes waitrng rooms, work areas, restaurants and other eatmg areas, time ciocks, restrooms, washraoms, locker rooms, and other starage or dressing areas, parking lots, dnnking fosan#a�ns, recreat�on or entertainment areas, transportat�on, and housmg provided fo� employees The contractor shaii prov�de separate or smg(e-user restrooms and necessary dressing or sleeping areas to assure pnvacy between sexes IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section �s appi�cabie to all Federaf-aid construct�on pro�ecfs exceeding $2,000 and to a(I re(ated subcantracts and lower-t�er subcantracts {regardless af subcontract size} The requiraments apply to ali pro�ects located withtn the nghf-af-way of a roadway that is funct�onally ciass�fied as Federa!-a�d highway This exciudes raadways functionally class�fied as lacal roads or rural minor coliectors, which are exempt Contracting agencies may elect to apply these requirements to other pra�ects The foliowing provrs�ons are from the U S Department of Labor regulabons in 29 CFR 5 5 "Cantract prov�s�ans and related matters" with minor revisions #o confarm to the FHWA-1273 format and FHWA program requirements 1. Minimum wagas a All laborers and mechanics employed or workmg upon the sife of the work, wiU be pa�d uncanditionaily and not less ofiten than once a week, and without subsequent deduction or rebate on any accaunt (excepf such payroN deductions as are permitted by regulations Essued by the Secretary of Labor under Ehe Cope4and Act (29 CFR pa�t 3}), the fuli amaunt af wages and bona fide fnnge benefits (or cash equivalents thereo� due at time of payment cornputed at rates not iess than those contamed in the wage deterrnination of the Secretary of Labor which is attached hereto and made a part hereof, regardless af any contractual relationshrp which may be aileged to ex�st between the confractar and such faborers and mechantcs Contnbutrans made or costs reasonab(y anbcipated for bona fide fnnge benefits under section 1{b){2) of the Davis-Bacan Act on behalf of laborers or mechanics are cons�dered wages paid to such laborers ar meehan�cs, subJect to the provistons of paragraph 1 d of th�s section, also, regular contr�butions rnade or costs �ncurred for more than a weekfy penod (but not less often than quarteriy) under plans, funds, or programs whlch cover the particular weekly periad, are deemed to be constructively rrtade or mcurred dur�ng such w�ekiy per�od Such laborers and mechanics shall be pa�d the appropr�ate wage rate and fringe benef�ts on the wage determmation for the cless�frcatron of wark actualEy performed, without regard to sk�li, except as provided in 29 CFR 5 5{a)(4) Laborers or mechanics perfarm�ng work m rnore than ane cfasstfieat�on may be campensated at the rate spec�fied for each classification for the time actually worked therein Provided, That the employer's payrali records accurately set farth the time spent in each classPficatton �n which work �s perFormed The wage determ�na#�on (including any add�t�onal classification and wage rates conformed under paragraph 1 b of this sect�on} and the Davis-8acon poster (WH-1321} shali be posted at ail times by the contractor and its subcontractors at the s�te of the work �n a prominent and accessible place where �t can be easrly seen by fhe warkers b(1) The contractmg officer shali requ�re that any class of laborers or mechanics, mciuding helpers, which is not fisted in the wage determinat�on and which is to be arnp(nyed under khe contract shall be classtfisd m conformance w�th the wage determination The contractmg officer shail apprave an add�tionai class�fication and wage rate and fr�nge benefits therefore on(y when the foilowing cntena have been met {�) The wark ta be performed by the classificat�on requested is not performed by a classificat�on m the wage determinat�on, and (�i) 7he class�ficaUon �s utii�zed in the area hy the construct�on �ndustry, and {iu) The proposed wage reie, �ncluding any bona fide frmge benefEts, bears a reas�nab}e relationship to the wage rates conta�ned in the wage datermrnat�on (2) lf the contractor and the leborers and mechan�cs to be employed in the c{assification (if known), or their representatives, and the contracting officer agree on the class�fcatjon and wage rate {mcluding the amount designated for fringe benefits where appropr�afe}, a report af the actton taken shall be sent by the contractmg officer to the Admmistrator of the Wage and Hour Div�s�an, Employment S#andards Adminrstration U 5 Department of Labor, Washington, DC 20210 The Admm�strator, or an authorized representat�ve, wrli approve, mod�fy, ar drsapprove every additrona( c(assification actian with�n 3t? days of �ece�pt and so adv�se the contract�ng o�cer or will notify #he contracting o�cer withm the 30-day persod that additionai time is necessary (3} in the event the cantractor, the laborers or mechanics to be emp(oyed in the classrficatson or their rspresentatives, and the contract�ng o�cer da not agree on #he proposed c(ass�ficat�on and wage rate (inctuding tha amount designated for fr�nge benefits, where approprsate), the contractmg officer shall refer the qusst�ons, includ�ng the views of all �nterested perties and #he recommendatian of the contract�ng a�cer, to the Wage and Haur Administrator fc�r determmation The Wage and Hour Administrator, ar an aufhonzed representaf�ve, will issue a tietermmation withm 30 days af receipt and so adv�se the cantracting officer or will not�fy the contracfing o�cer withtn the 30-day per�ad that add�tional tsme is necessary (4) The wage rate (inciudmg fringe benefits where appropriate) determined pursuant to paragraphs 1 b{2} or 1 b(3} of thts secbon, shall be paid ta all workers performing work �n the cfassificat�an under this contract from the first day on which wark �s performed �n the c(ass�ficat�an c Whenever the mmjmum wage rate prescribed in the cantract for a class of laborers or mechanics includes a fnnge benefit wh�ch rs nvt expressed as an houriy rate, the contractor shafJ e�ther pay the benefit as stated �n the wage determination ar shap pay anofher bona ftde fnnge benefit or an hourly cash eguivaient thereof d if the cantractor does not make payments to a trustee or other third person, the contractor may cons�der as part of fhe wages of any laborer or mechanic the amaunt of any costs reasonabfy anticipated rn providing bona f�de fr�nge benefi#s under a plan or program, Rrovided, That the Secretary of Labor has found, upan the wr�tten request of the contractor, that the apphcable standards of the �av�s-Bacon Act have been met The Secretary of Labor may require the contractor to set as�de in a separate account assets for the meeting of obitgatians under the pian or program 2. Withholding The contracting agency shail upon its awn action ar upon wr�tten requsst af an authorized representative af the Department af Labor, withhold ar cause to be withheld from the contractor under this contract, or any other Federai contract w�th the same pnme contractor, or any �ther federaliy-assisted contract sub�ect to Dav�s-Bacon prevailing uvage requ�rements, which �s held by the same pr�me contractor, so much of the accrued payments or advances as may be cons�dered necessary to pay laborers and mechan�cs, tncludtng apprentices, tramees, and heipers, empiayed by the cantractar or any subcontractor the fuii amount of wages reqUired by the contract In the event of farlure to pay any laborer or mechanrc, including any apprent�ce, trainee, nr heiper, empioyed or workmg on the site of the work, all or part of the wages required by the contract, the contracfing agency may, after wrrtten not�ce to the contractor, take such action as may be necessary fo cause the suspens�on of any further payment, advance, or guarantee of funds untd such v�o(atrons have ceased 3. Payrolls and basic recofds a Payrolis ant! basic records relating thereto shali be ma►nta�ned by the contractor durrng the course af the work and preserved far a perrod of three years the�eafter far a(I faborers and mechantcs working at the site of the work Such records shall contain the name, address, and social security number of each such worker, h�s or her carrect ciass�frcation, hour(y raEes af wages paid (mciuding rates af contnbut�ons or costs anticrpated for bona fide fnnge benefits or cash equ�valents thereof of the types descr�bed in sect►an 1(b)(2}(B) of the Davis-Bacon Act), daily and weekiy number of hours warked, deducfions made and actual wages paid Whenever the Secretary of Labor has found under 29 CFR 5 5(aj{1){iv) that the wages of any (aborer or mechanic �nclude the amount af any costs reasonably anticipated in provrd�ng benefits under a plan or program described zn sectron 1(b)(2)(B} of the Dav�s-Bacon Act, the contractor shail maintam records which shaw that the commitment to provtde such benefits is enforceable, that the plan or program �s frnanc�aliy responsibie, and that the plan or program has been communicated in wr�ttng to the faborers or mechanres affected, and records which show the costs ant�cipated or the actual cost incuRed in prov�ding such benefits Contractors employing apprentices or tramees under approved programs shall mamtain wr�tten ev�dence of the registration of apprenticeship programs and certificatton of tramee programs, the reg�strafion of the apprentices and trainees, and the rat�os and wage rates prescnbed �n the applicable programs b{1} The contractor shall submit weekly for each week m which any cantract vuork �s performed a copy af all payroils ta the contractmg agency The payrolis submitted shaf! set out accurataly and comp(etely ail of the infarmat�on required to be maintained under 29 CFR 5 5(a)(3)(i), except that fuA soc�al security numbers and home addresses shall not be inc(udsd on weekly transmittais Instead the payro(Is shall only need to incfude an md�viduaily �dent�fying number for each employee ( e g, the last four digits af the emp(oyes's socra{ sscurity number} The requEred weskiy payrol! mformation may be submitted in any form desired Optronal Form WH-347 is eva�lable for this purpose from the Wage and Hour Davision Web site at http //www doi gov/esa/whdlforms/wh347instr htm or its successor site The prime contractor is responsibie for the submission of copies of payroi(s by all subcontractars Contractors and subcontractors shaf! mainta�n the full social secur�ty number and current address af each covered worker, and shafl provide them upon request to the contract�ng agency for transmissian to the State DOT, the FHWA or the Wage and Hour Qivision of the De�artment of Labor for purposes of an investigat�on ar audit of campi►ance with prevarling wage requirements It is not a v�olatian of this section for a pnme contractor to require a subcontractor to provide addresses and sacrai secunty numbers to the pnme contractor for its ovun reco�ds, withaut weekly submission ta the contracting agency (2} Each payrofl submitted shall be accomparned by a"Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or superoises the payment of the persans empfoyed under the contract and shali certify the foilawing (�} That the payroll for the payroll per�od contains the mformat�on required to be provided under §5 5(a)(3}(n} of Regulations, 29 CFR part 5, the appropnate informatian is berng mamta�ned under §5 5(a)(3)(i} of Reguiations, 29 CFR part 5, and that such informat�on is correct and compiete, (i�) That each laborer or mechanic {including each helper, apprent�ce, and trainee) employed an the cantract during the payroil penod has been paid the fuli weekfy wages earned, wtthout rebate, eithe� directiy or tndirectly, and that na deductions have been made either directly ar indirect(y from the full wages eamed, othsr than permissible deductions as set forth in Regulations, 29 CFR part 3, (ui) That each laborer or mechanic has been paid nat less than the applicab(e wage rates and fnnge benefits ar cash equivalents for the ciassificaf�on of work perfarmed, as specified �n the appiicabie wage determinat�on �ncorporated into the contract (3) The weekiy submisston of a properiy executed certification set forth on the reverse s�de of Optinnal Form WH-347 shall safisfy the reqwrement for submission of the °Statement of Compliance" required by paragraph 3 b(2) of this sect�on {4) The faisification of any of the abave certificat�ons may sub�ect the contractor or subcontractor ta civtl or criminal prosecutian under section 1001 of totle 18 and section 231 of title 31 of the Urnted States Code c The contractor ar subcontractor shali make the records rec{uired under paragraph 3 a of th�s section available for inspectior�, copying, or transcnptEan by authonzed representatives of the contracting agency, the State D�T, the FHWA, nr the Department o# Labor, and shaif perm�t such representat�ves to mterview empfoyees dur�ng workmg hours on the Job if the contractor or subcontractor faiis to submit the required records or to make them avadable, the FHWA may, t� after wntten not�ce ta the contractor, the contractmg agency or the State DOT, take such acfion as may be necessary ta cause the suspension of any further payment, advance, or guarantee of ftands Furthermore, fa�lure to subm�t the required records upon request or to make such records avadable may be grounds for debarment action pursuant to 29 CFR 5 1� 4. Apprentices and traineas a Apprent�ces {programs of the USD4L) Apprentices wdl be perm�tted ta work at less than the predetermined raEe for the work fhey performed when they are employed pursuant to and mdiv►duaily registered m a bona fide apprenticeship program registered with the U S Department of Labor, Employment and Trammg Admmistrat�on, O�ce of Apprenticeshsp 7rairnng, Employer and Labar Serv�ces, or with a State Apprent�cesh�p Agancy recognazed by the Office, or �f a person is empiayed in his or her first 90 days of probationary smployment as an apprentice m such an apprenttcesh�p program, who is not individuaUy registered m the program, but who has been certified by the Office of Apprenticeshtp Tratn�ng, Employer and Labor Services or a State Apprenficeship Agency (where appropnate} to be el�g�bie for probatianary empfoyment as an apprent�ce The ailowable ratio of apprentices to �oumeymen on the �ob site �n any craft classificatian shalf not be greater than the rat�a perm�tted to the contractor as to the ent�re work force under the reg�stared program Any worker (isted on a payroli at an apprentice wage rate, who is nat registered or otherwise employed as stated above, shatl be paid not less than the applicable vuage rate on the wage determmat�on for the c{assification of work actualfy performed In addit�an, any apprent�ce performing work on the Job srte in excess of the ratio permrtted under the registered pragram shail be paid not less than the applicabie wage rate an the wage determmat�on for the work actualiy performed Where a cantractor is performing constructian on a pro�ect m a local�ty other than that m which tts program is registered, the rat�os and wage rates (expressed m percentages of the �aumeyman's houriy rate) specrfied m the contractor's or subcanEractor's registered program shal( be observed Every apprenUce must be paid af not less than the rate specified in the registered program for the appren#rce's fevel of progress, expressed as a percentage of the �ourneymen hourly rate specified in the appi�cab{e wage determination Apprenttces sha(i be pa�d fnnge benefits in accordance w�th the prov�srons of the apprentrcesh�p program If the apprenticeship pragram dass not specEfy fnnge benefits, apprentices must be pard the fuil amount af fnnge benefrts listed on the wage determ�nation for the app(�cable ciass�fication If the Admirnstrator determ�nes that a different pract�ce prevaifs for the appl�cable apprentice class�ficafion, fnnges shail be pa�d in accordance with that determ�nation in the event the Office of Apprenticeship Trairnng, Empioyer and Labor Sernces, ar a State Apprent�ceship Agency recogrnzed by the Office, withdraws approval of an apprenticesh�p program, the contractor wifi no longer be permitted ta utifize apprentices at less than the apphcable predetermined rate far the work pertormed untd an acceptable program is appraved b Tra�nees (pragrams of the USDOL) Except as prov�ded in 28 CFR 5 16, tramees w�il not be perm�tted to work at less than the predetermmed rate for the work perFarmed un(ess they are employed pursuant to and t7 mdwidually registered m a program which has rece�ved pnor approval, evidenced by formai certification by the U S Department of Labar, Empioyment and Traynmg Admrnistrat�on The raUa of tramees to �oumeymen on the aob site shai! not be greater than permitted under the pfan approved by the Emplayment and Traming Admtnistrat�on Every traines must be paid at not fess than the rate speafied �n the approved program for the tra►nee's level of progress, expressed as a percentage of the �ourneyman hourfy rate specified in the applicable wage determinatton Trainees shail be paid frmge benefits in accardance with the provisions af the tra►nes program !f the tramee program does not ment�an fringe benefits, tramees shal! be paid the fuil amount of frtnge bene�its Eisted an the wage daterminat�on uniess the Admin►strator of the Wage and Hour Div�sion determmes that there ts an apprent�ceship program assaciated with the correspondEng �ourneyman wage rate on the wage determmation which prov�des for less than fu(I fnnge benefits for apprent�ces Any emp(oyee 1�sted on the payroli at a tramee rate who is nof registered and partic�pating �n a trainrng plan approved by the Employment and T�aining Admmisfrat�on shali be paid not less than the appficable wage rate nn the wage determrnation for the classrfication of work actually perfarmed In addit�an, any trames perform�ng work on the �ob site in excess of the rat�a permitted under the registered program shaii be paid nat less than the appltcable wage rate on the wage determ�nat�on for the work actua(ly performed in the event the Employment and Traming Admmistration w�thdraws approval of a traming pragram, the contractor wiil no longer be permitte� to utilize tramees at less than the appi�cabie predetermmed rate for the work performed untd an acceptabie program is approved c Equa! empioyment apporturnty The utdizatron of apprent�ces, tramess and �oumeymen under this part shall be in conform�ty with the equai employment opportunrty requirements ofi Executtve tJrder 11246, as amended, and 29 CFR part 30 d Apprenfices and Tramees (programs of the U S OOT) Apprent�ces and trainees working under apprent�cesh�p and skiil tra�rnng programs which have been cert�fied by the Secretary of Transportatian as promoting EEO in connectton w�th Federa!- a�d highway construction programs are not sub�ect to the requirements of paragraph 4 of this Section IV The straight time hourly wage rates for apprentices and tramees under such programs wdf be established by the particufar programs The ratio of apprentices and tra�nees to �oumeymen shali not be greater than permitted by the terms af the particular program 5. Compt�ance with Gopeland Act requirements. The contractar shail compfy with the reqwrements of 29 CFR part 3, which are mcorporated by reference in this contract 6. 5ubcontracts. The contractor or subcontractor shal! insert Form FNWA-1273 �n any subcontracts and a(so requ�re the subcontractors to mciude Form FHWA-1273 in any lawer tier subcontracts 1'he pnme contrac#ar shail be responsrble for the compl�ance by any subcontractor or lower tier subcantractor wrth ail the contract clauses m 29 CFR 5 5 7. Co�tract termination: debarmen� A breach of the contract clauses in 29 CFR 5 5 may be grounds for termsnatian of the contract, and fo� debarment as a contractor and a subcontractor as provided tn 29 CFR 5 12 12 8 Compi�ance w�th Davis-Bacon and Refated Act requirements. All rulings and interpretattons of the Davis-Bacon and Related Acts cantamed in 29 C�R parts 1, 3, and 5 are herein mcorpo�ated by reference in th�s contract 9. Disputes concernmg labor standards. �isputes ansmg out of the (abor standards provisions of th�s contract shalf nat be subject to the general disputes clause of this contract Such d�spufes shalf be resalved ►n accordance w�th the prncedures of the Department of �abor set forth in 29 CFR parts 5, 6, and 7 D�sputes w�thm the meanmg of this ciause inctude d�sputes befween the contractor {or any of its subcontractors} and the contracting agency, #he U S Department of Labor, or the employees or the�r representat�ves 10 Certi�cat�on af eligib�i�ty, a By entering mto this contract, the contrac#or cert�fies that neithei �t (nor he or she) nor any person or firm who has an Interest �n the contractar's firm �s e person or firm inei�gibie to be awarded Government contracts by v�rtue of sect�on 3(a) nfi the C?av�s-Bacon Act or 29 CFR 5 12(a)(1) b No part of this contracf shali be subcontracted to any person ar firm meligib(e for award of a Govemment contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 512(a){1) c The penalty far makmg false statements is prescribed �n the U S Crtminai Code, 18 U S C 1001 V. CONTRACT W�RK NOURS AND SAFEI'Y STANDARDS ACT The faliowmg clauses appiy to any Federa!-a�d constructton cantract in an amount in excess of $100,000 and sub�ect to the ove�tEme provis�ons of the Coniract Work Hou�s and Safety Standards Act These c(auses shaii be �nserted in eddition to the c(auses required by 29 CFR 5 5(a} or 29 CFR 4 6 As used tn th�s paragraph, the terrns laborers and mecharncs include watchmen and guards 1. Overtime requirements. No contractor nr subcontractor contractmg for any part of the contract wark which may require or mvoive the employment of laborers or mechanics shall requrre ar permtt any such laborer or mechan�c m any workweek m wh�ch he or she �s empfoyed on such worlc to work in excess of forty hours in such warkweek unless such labo�er or mechanic rece�ves compensation at a rate nat less than one and one-haff times the basic rate of pay far afl hours worked in excess af fo�ty hours in such workweek 2. Violatton; liability for unpaid wages, f�quida#ed damages (n #he event of any violation af the ciause set forth in paragraph (1 ) af th�s section, the contractor and any subcontractor responsible therefor shaif be liable for the unpaid wages in additton, such contractar and subcontractor shaq be liable to the United States (in the case of work done under contract for the District of Columbia or a terntory, to such District or to such terr�tary}, for liqutdated damages Such liqutdated damages shai( be computed with respect to each mdtvidual laborer or mecharnc, mcluding watchmen and guards, employed in v�o{ation of the cfause set fo�th in paragraph {1 j of this sec#�on, �n the sum af $10 for each calendar day an wh�ch such indivtdual �� was required or permrtted to work m excess of the standard workwesk of forty hours without payment of the overtrme wages reqwred by the clause set forth m paragraph (1 ) of th�s section 3. Wi#hholding for unpaid wages and i�quidated damages. The FHWA or the contactrng agency sha(I upon �ts own action or upon wntten request of an author�zed representative of the Depa�tment of l.abor w�thhold or cause ta be w�thheld, from any maneys payable on account of work performed by the contractor or subcontractar under any such contract ar any other Federal contract with the same prime contractor, or any other federai[y-ass�sted contract sub�ect to the Contract Work Hours and Safety Standards Act, which is held by the same prime cantractor, such sums as may be determmed to be necessary to satrsfy any liabi(ities nf such contractor or subcontractor for unpaid wages and hquidated damages as provided m the ciause set forth rn paragraph (2 ) of this section 4 Subcontracts The contractor or subcontrac#or shall insert in any subcontracts the clauses se# fo�th m paragraph (1 ) thraugh (4 ) of this section and afso a clause requirmg the subcantractors to rnciude these clauses m any lower tier subcontracts The prime contractor shalf be responsible for compl�ance by any subcontractor ar (ower t�er subcontractor with the ciauses set forth in paragraphs (1 } through (4 ) of this sect�on Vi. BUBLETTtNG QR ASSIGNING TWE C�NTRACT Th�s provision ts appl�cable fa aii Federa(-aid constructian contracts an the Nationai Highway System 1 The cantractor shall perform with its own orgarnzation confract work amount�ng to not less than 3d percent {ar a greater percentage ifi spectfied elsewhere in the cantract) of the total original cantract pnce, exc(ud�ng any spec�alty �tems des�gnated by the contractmg agency Specialty items may be performed by subcantract and the amount of any such spec�alty items performed may be deducted from the total or►gmal contract prrce before cornputing #he amount of work required to be performed by the contractor's own organization (23 CFR 635 116) a The term "perform work wrth �ts own organizat�on" refers to workers emplayed or leased by the prime contractor, and equipment owned or rentec! by the pnme contractar, w�th ar w�thout operators Such #erm does not include employees or equipment of a subcontractor or lower trer subcontractor, agents of the pnme contractar, or any other assignees The term may mciude payments for the costs of hirmg leased empioyees from an employee leasing firm meet�ng all relevant Federal and State regulatory reqwrements Leased employees may anfy be �ncluded in this term rf the prime contractor meets all of #he foilowtng cond�tions {1 } the pnrne contractar maintams controi over the supervision of the day-taday act�vities of the leased employees, (2) the pnme cantractar remams respans�ble for the quaNty of the work of the leas�d empEoyees, {3} the pnme contractar retasns afl power to accept or excfude md�v�duai empioyees from work on the pra�ect, and S4 (4} the pr�me contractor remams ultimately responsible fot the payrnent of predetermined mm�mum wages, the submission of payroils, statements of campi�ance and a(l ather Federai regulatory requ�rements b"Speciaity items" shall be construed #o be limited to work that requires highly specialized knowiedge, abdit�es, or equ�pmen# not ord�nar�iy available �n the type af contracting organ�zations qualtfied and expected to b�d or propose on the cantract as a whole and m general are to be limited to minor components of the overa(i contract 2 The contract amount upon which the requirements set forth m paragraph (1) of Section VI �s computed includes the cost of matenal and manufactured products which are to be purchased o� produced by the contractor under the contract provisions 3 The cantractor shaf( furrnsh (a) a competent supermtendent or supervrsar who is empfoyed by the firm, has fuif autharity to di�ect performance of the wark �n accordance with the contract requirements, and is in charge of ali construction operatrons (regardiess of wha perfarms the work) and (b} such other of its own orgarnzatianal resources (supervis�on, management, and eng�neenng services} as the contract�ng officer determmes is necessary ta assu�e the performance af the contract 4 Nn port�an of the contract shali be sublet, assigned or otherwrse disposed af except with the wntten consent of the contracting officer, or author�zed representat�ve, and such cansent when given shalf not be construed to rel�eve the contractnr af any respons�bility for the fulfi(finent of the contract Wntten consent wd( be given anly after the contract�ng agency has assured that each subcontract is evidenced in wr�t�ng and that it conta�ns all pertinent provis�ons and requirements of the pnme contract 5 The 3d°/a seif-performance requirement af paragraph (1) is not app(icable to des�gn-build cantracts, however, contracting agencies may esfablish their own self-performance requirements Vil SAFETY: ACCIDENT PREVENl'ION Th�s provisipn �s applicabie ta al( Federa!-aid construction contracts and to a(I reiated subcontracts 1 in the perfarmance of th�s contract tha contractor shaii compiy w�th a(i appiiGabie Fec#erai, State, and local laws govem�ng safety, health, and sarntat�on {23 CFR 635} The contractor shait provide aii safeguards, safety dev�ces and protect�ve eguipment and take any other needed act�ons as �t determmes, or as the contractsng offtcer may determine, to be reasonabfy necessary ta protect the hfe and health nf employees on the �ob and the safety of the pubiic and to protect praperty m connection with the performance of the work covered by the contract 2 It is a condition of ih�s cnntract, and shall be made a conditian of each subcontrac#, which the contractor enters mto pursuant to this contract, that the contractor and any subcantrac#or shafi not perm�t any employee, �n performance nf the cantract, to work in surroundings or under conditions wh�ch are unsanitary, hazardaus or dangerous to his/her health or safety, as determmed under construct�on safety and hea(th standards (29 CFR 1926} promulgated by the Secretary of Labar, m accordance with Sect�on 107 of the Contract Work Hours and Safety Standards Act (40 U S C 3704} m 3 Pursuant to 29 CFR 1926 3, it is a cond�tian of this contrac# that the Secretary af Labor or authortzed representative thereof, shalf have right of entry to any site of contract perfflrmance to mspect or �nvestigate the matter of campiiance with the construct�on safety and heafth standards and to carry out the dut�es of the Secretary under Sectron 107 af the Contract Work Haurs and Safety Standards Act (40 U S C 3704) VIII FALSE STATEMENTS CQNCERNiNG HIGHWAY PROJECTS Th�s provision ts applicable to ali Federal-aid construct�on contrac#s and to aii related subcontracts in orde� to assure htgh quafity and durable canstruction rn conformity with approved p(ans and spec�'icattons and a high degree of rel�ability on statements and representat�ons made by engmeers, contractors, suppiiers, and workers on Federai-aid highway pro�ects, i# is sssential that afi persons cnncerned with the pro�ect perform therr functions as carefuliy, thoroughly, and honestiy as poss�bie Wiiifui fals�tication, distortion, or misrepresentation wrth respect to any facts related to the pro�ect is a v�oiatian of Federal law To prevent any misunderstandmg tegarding the senausness of these and simdar acts, Form FHWA-1022 shaff be posted on each Federai-a�d h�ghway pto�ect (23 CFR 635) in one or more piaces where �t is readdy available to afi persons concerned wrth the pro�ect 18 U S C 1 Ct20 reads as follows "Whoever, being an afftcer, agent, or employee of the Un�ted States, or of any State or Terntory, ar whoever, whether a person, assoc�atian, firm, or corporatian, knowing(y makes any fa(se statement, false representation, or false repo�k as to the character, quality, quantity, or cost of the matenai used or to be used, or the quant�ty or quality of the wark parformed or to be performed, or the cast thereof in connection v�nth the submission of plans, maps, specificat�ons, cantracts, or casts af cnnstruction on any h�ghway or related proaect subm�tted for approval to the Secretary of Transpo�tation, or Whoever knowingiy makes any faEse statement, false representation, false report or faise ciaim with respect to the character, qual�ty, quantity, ar cost of any work pe�formed or to be performed, ar materials furnished or to be furn�shed, in connecttan with the canstruction of any highway or related proJect approved by the Secre#ary of Transpa�tatian, ar Whoever knowmgly makes any false statement or faise representaUon as to materiai fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-ard Roads Act approved July 1, 1916, (39 Stat 355), as amended and supplemented, Shali be fined under th�s title ar rmpr�soned not more than 5 years or both " IX. !MPl.EAflENTATlON OF CLEAN AIR ACT AND FEDERAL WATER PO�LUTION CONTROL ACT This provis�on is appl�cabie to afl Federal-aid construction contracts and to a!I related subcontracts �� By submrssion of th�s bid/proposal or the execution of this contract, or subcontract, as approprtate, the b�dder, praposer, Federa4-aid constructian contractor, or subcon#ractor, as apprapriate, wiil be deemed to have sttpulated as falfows 1 That any person who is or w�li be util�zed m the performance of this cantract is not prohibited fram receivtng an award due to a violat�on af Section 508 of the Clean Water Act or Section 306 of the Clean Air Act 2 That the contracfar agress to tnclude or cause ta be mcluded the requirements of paragraph (1) of this Sec��on X m every subcontract, and fur#her agrees to take such actEOn as the contract�ng agency may d�rect as a means of enforcing such requirements X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, tNELIGtBiLITY AND VOLUNTARY EXCLUSiC?N This prov�sion is apphcabls to all Federal-aid construction contracts, design-budd contracts, subcontracts, iower-tier subcontracts, purchase orders, Eease agreements, consultant contracts or any other covered transactton requiring FHWA approval or that �s estimated to cost $25,000 ar more — as definect m 2 CFR Parts 180 and 12Q0 1. Instructians far Ce�tification — F�rst Tler Participants: a By sigrnng and submitt�ng this proposal, the prospective first t�er part�cipant �s prowdmg the certification set out belaw b The mability of a person to provide the certificatian set out belaw will not necessarily resuft in dernal of partic�pat�an in this covered transac#ron The prospective first tier pa�t�cipant sha(I subm�t an explanation af why it cannot prov�de the cert�flcat�on set out below The certEfication or exp(anation w�ll be conside�ed in cannection with the department or agency's determmation whether to snter anto this transaction However, faifure of the prospective first t�er part�c�pant to fumish a certificatian ar an explanation shail disquaUfy such a person fram participation m this transaction c The certification in th�s clause �s a mater�ai representation of fact upon which refiance was placed when the cantracting agency determined to enter into this transaction If it is later determined that the prospective part�ctpant knowingly rendered an erroneaus certificat�on, in addd�on to other remed�es ava�labfe to the Federai Government, the contracting agency may terminate this transaction for cause of default d The prospect�ve first tier participant shaif prov�de �mmediate written not�ce to the contract�ng agency to whom this proposal �s submitted if any time the prospective first tier participant (earns that its cerkification was erroneaus when submitted or has become erroneous by reasan of changeti c�rcumstances e 7he terms "covered #ransaction," "debarred," "suspended," "meligtble," "paetic►pant," "persan," "prmcipai," and "voluntan{y excfuded," as used �n this ciause, are defined in 2 CFR Parts 1 SO and 1200 "F�rst Tier Covered Transact�ons" refers to any covered transactjon be#ween a grantee or subgrantee of Federa! funds and a participanf (such as the prime or �� genera( contract) "Lower Tier Cavered Transact�ons" refefs to any cavered transact�on under a First Tier Covered Transaction (such as subcontracts) "First Tier Participant" refers ta the participant who has entered mto a covered transaction wtth a grantee or subgrantee of Federal funds {such as the pnme or generai contractor) "Lower Tier Partic�pant" refers any pa�t�cipant who has entered mto a covered transaction with a First Tier Part�cipant or other Lower Tier Participants (such as subcontractors and suppliers) f The prospect�ve first tier participant agrees by subm�tting thrs proposai that, should the proposed covered transaction be entered rnto, tt shali not know�ngly enter mto any lower tier covered transact�on with a person who is debarred, suspended, declared inefig�b{e, or voluntarily excluded from participat�on in this covered transaction, un(ess authorized by th$ department or agency entering tnto this transaction g The prospect�ve frrst tier partic�pant fu�ther agrees by subm�tt�ng this proposaf that it wdl inciude the elause Ut(ed "Cert�ficafion Regardmg Debarment, Suspens�on, Inebg�bdity and Voiuntary Exclusion-Lower T�er Covered Transactions," provided by the deparfinent or cantracting agency, enter�ng �nto th�s covered transaction, without mod��icatron, in ap lower her covered transactrons and in all sol�cFtations for lower t�er covered transact�ons exceeding the $25,000 thresho(d h A partiapant in a covered transact�on may �ely upon a certificat�on of a prospecfive partic►pant m a Cower trer covered transaction that is not debarred, suspended, meligtble, or voluntanly exciuded from the covered transaction, unless it knows that the cert�ficatian rs erroneous A partic�pant is respnnsible for ensurmg that its pnnc�pals are not suspended, debarred, or otherw�se �neligible to participate in covered transacttons To verify the e(igibd�ty af its pnncipals, as weH as the e(igib�lity of any lower tier prospectave participants, each partrc�pant may, but is not requ«ed to, check the Excfuded Pa�ties L�st System website (https /�www eois g,,,av!), which is compifed by the Generai Services Adm�rnstration i Nothing contained in the foregomg shaif be consfrued to reqwre the eskabl�shment af a system of records �n order to render in goad faith the cert�catinn requ�red by this clause The knawiedge and informatian of the prospective partic�pant is nat required to exceed tha# wvhich is normally possessed by a prudent person m the ordtnary course af busmess deaEmgs � Except for transactions authonzed under paragraph (� of these mstructions, if a participant �n a covered transaction knowingly enters mto a fower tier covered transactran w�th a person who is suspended, debar�ed, Enelig�bie, or voEuntardy excluded from participat�on in th�s transaction, in addition to other remedres available to the Federaf Government, the department or agency may terminate this transaction for cause ar defaui# ***** 2. Cert�ficat�on Regarding Debarment, Suspension, inehg�bihty and Yotuntary Exclusion — First Tier Part�cipants: a The prospective first trer participant certifies to the best of its knowiedge and belief, that �t and �ts principals (1) Are not present(y debarred, suspended, proposed for debarment, declared tneligsble, o� vofuntardy exciuded from part�cipating m covered transactions by any Federal depar#ment or agencY, '! 8 {2) Have not wi#hin a three-year penod preced�ng th�s proposal been conv�cted of or had a c�vd �udgment rendered against them for comm�ssion of fraud or a crimmal offense in connection with obtainmg, attempting to obtam, or perform�ng a pubi�c (Federal, State or (ocal) #ransact�on or contract under a public transaction, viofation of Fede�a! ar State ant�trust statutes or commissron of embez2lement, theft, fargery, b�ibery falsiftcat�an or destrucbon of records, making false statements, or receivmg stalen praperty, (3) Are not presently md�cted far or otherwise criminaily or c�vdly charged by a governmental entity (Federal, State or locai) with comm�ssion of any of the offenses enumerated rn paragraph (a)(2) of this ce►t�fication, and (4) Have not w�thm a#hree-year penod preceding this applicataon/proposal had one or more public transactions (Federal, State or locai) terminated for cause or default b Where the praspective pa�t�c�pant Es unabie to certify to any ot the statements in this ce�t�fication, such praspective participant shail attach an explanat�on ta this proposa! 2 Instructions for Ce�tification - l.ower Tjer Partac�pants: (Appl�cabie ta all subcontracts, purchase orders and other lower t�er transactions requ�rmg pr�or FHWA approval or est�mated to cast $25,000 or more - 2 CFR Parts 180 and 1200} a By s�gnmg and subm�tting th�s propasal, the prospective fower tier �s providmg the certificatian set out befow b The certiftcatian m this clause is a mafer�af representation of fact upan wh�ch reliance was placed when this transact�on was entered into ifi �t is later determ�ned #hat the prnspectrve lower t�er participant know�ngiy rendered an erroneous cert�ication, in addition to other remedses avadabie ta the Federai Government, the department, or agency with which this transact�on originated may pursue avaiiable remed�es, including suspension and/or debarment c The prospect�ve lower tier parttcipant shali provide immediate wntten notice to the person to wh�ch th�s praposai �s submitted if at any t�me the prospective lower tier pa�t�cipant learns that its cert�ficat�on was erroneous by reason of changed circumstances d The terms "covered #ransact�an," "debarred," "suspended," "ineltg�bfe," "partic�pant," "person," "prmcipel," and "vo(untanly excluded," as used m this ciause, are defined �n 2 CFR Parts 180 and 1200 You may contact the person to which th�s proposa( is submitted for assistance ►n abta�rnng a copy of those reguiations "First Tier Covered TransacUons" refers ta any covered transactian between a grantee or subgrantee of Federal funds and a part�cipant (such as the pnme or generaf contract) "Lower Tier Covered Transactions" refers to any cavered transaction under a First 7�er Covered Transact�on (such as subcontracts) "Fi�st Tier Participant" refers ta the part�c�pant who has entered mto a covered transact�on with a grantee or subgrantee of Federal funds (such as the pnme or general cantractor} "Lower T�er Participant" �efers any partic�pant who has entered mto a covered transaction with a First T�er Participant or other Lowe� Tier Participants (such as subconfractors and suppiiers) e The praspectn�e lower t�er parttcipant agrees by subm�tting th�s proposal that, should the propased covered transact�on be entered mto, it shaq nat knawingfy enter mto any lower tier covered transactran w�th a person who is debarred, suspended, declared inebgibie, or t� voluntanfy excluded from part�cipation in this covered transaction, unless authonzed by the departrnent or agency with which thts trans�etian ongmated f The prospect�ve lower t�er part�cipant further agrees by subm�tting this proposal that �t wi11 mclude #his clause titled "Certification Regardmg Debarment, Suspens�on, lneitg�b�tity and Voiuntary Exclusion-Lawer Tier Cauered Transact�an," withaut modification, in aif lower tier covered transacfians and in a(I sal�c�tat�ons for lower t�er covered transactions exceed�ng the $25,400 threshold g A part�c�pant in a covered transaction may rely upon a certificat�on of a prospecbve participant m a lnwer tier covered transaction that �s not debarred, suspended, inelsgib(e, ar voluntanly excluded from the covered transaction, unfess �t knows fhat the certificat�on is erroneous A partic�pant is responsible for ensunng that �ts pnnc�pals are nat suspended, debarred, or otherwise rneligible to part�cipate m covered #ransactians To ver fir the eligtbii�ty of its prinapals, as weti as the elig�bdity of any lower t�er prospectrve part�c�pants, each partic�pant may, but is not reqwred to, check the Exciuded Parties List System websrte (httas l/www eals qov/l, which �s compiled by the GeneraC Services Adm�rnstration h Nothmg contained 1n the faregoing shaii be construed to require establishment of a system of records in order ta render in gaod faith the certi�cation required by this clause The knowledge and information of participant is not reQurred to exceed that which is normally possessed by a prudent person m the ordinary course of business deal�ngs i Except for transact�ons authorized under paragraph e of these mstructions, if a part�c�pant �n a covered transact�on knowing(y enters inta a tower tier cavered transactton with a person who �s suspended, debarred, inel�gibte, or voluntarily excluded from parkic�pat�on m this transactron, m addit�on to other remedies available ta the Federaf Government, the department ar agency w�th which thrs transaction or�ginated may pursue available remedies, mcluding suspens�on and/or debarment .*.., Certi�cation Regardmg Debarment, Suspension, (neligibility and Voluntary Exciusion-- Lower Tier Participants 1 The prospective Iower tier participant cert�fies, by submission of this proposal, that neither it nor its prmcipats is presently debarred, suspended, proposed for debarment, deciared ineligible, or voluntanly excluded from part�cipatmg in covered transactions by any Federal department or agency 2 Where the prospect�va lower t�er partic�pant �s unable to certrfy to any of the statements in th�s certificat�on, such prospective participant shall attach an explanat�an to th�s proposat .��** �� Xi. CERTIFlCATION REGARDING USE pF CONTRAC7 FUNDS FOR LOBBYING Thas provrs�on �s appircable to a(t Federal-atd consiruct�an contracts and to aJ! related subcontracts which exceed $100,000 (49 CFR 20) 1 The prospective participant certifies, by s�gn�ng and submitting this b�d or proposal, to the best of his or her knowiedge and beiief, that a Na Federal appropnated funds have been paid or will be pa�d, by or on behaif of the undersigned, ta any person for mfluencing or attempting to influence an afficer or employee of any Federai agency, a Member of Cangress, an officer ar employee of Congress, or an empioyee of a Member of Congress �n connection with the awardmg of any Federal contract, the makmg of any Federal grant, the making of any Fecleral loan, the entenng mto af any cooperative agrsement, and the extension, continuat�on, renewal, amendment, or modificafion of any Federal contract, grant, loan, or caoperative agresment b If any funds other than Federal appropriated funds have been pa�d or wdl be paid ta any person for mfluencing or attemptmg to influence an officer or employee of any Federal agency, a Member of Congress, an officer or emplayee of Cangress, or an ernployee of a Member of Cangress in connect�on v,r�th this Feciera( contract, grant, iaan, or cooperat�ve agreement, the understgned shali comptete and submit Standard Form-LLL, "Disciosure Form to Report Lobbymg," m accordance with ►ts �nstructions 2 i'his cert�fication is a materral representatron of fact upon whrch relrance was placed when this transaction was made or entered into Submiss�on of this certificat�on is a prerequisite for makeng or entermg into th�s transact�on imposed by 31 U S C 1352 Any person who fai(s to file the reqwred ce�t��cat�an shail be sub}ect to a civil penaity af not less than $10,�00 and not more than $1Q0,000 for each such failure 3 The prospect�ve parttc�pant afso agrees by subm�tting �ts bid ar proposal that the part►cipant shall require that the language of this certification be included in all lower tier subcontracts, wh�ch exceed $100,Q�0 and that alf such recipients shall cer#ify and disclose accord�ngly z� ATTACHMENT A- Ei1APLOYMENT AND IWATERIALS PRE�ERENCE FC?R APPALACHiAN DEl/ELOPIUIENT HIGHWAY SYSTEM 4R AF'pALACHiAN I��CAL ACCESS RQAD CaNTRACTS Thrs prov�s�on is applicable to ail Federa!-aid pro�ects funded under the Appalachfan Regianal Develapment Act of 1965 1 Durmg #he performance of th�s contract, the cantractor undertaking to do work which is, or reasonabiy may be, done as on-s�te work, shali g�ve preference to qualified persons who regularly reside �n the labor area as designated by the OOL where�n the contract work is s�tuated, ar the subregron, or the Appalachian countses of the State wherern the contract work �s s�tuated, except a Ta the extent that qual�f:ed persons regular(y resrdrng m the area are not availabie b For the reasonable needs of the contractor to employ supervssory or spec�aily expenenced persannel necessary to assure an efficrent execut�on of the contract work c For the abl►gation of the cantractor ta offer employment to present ar former empioyees as the resu{t of a lawful cotfect�ve bargaming contract, provided that the number af nonresident pe�sons employed under this subparagraph (1 c} shal( nat exceed 20 percent of the tota( number of emplayees employed by the contractor on the contract wark, except as pravided m subparagraph (4) below 2 The car�tractor shail pCace a �ab order with the State Employment Serv�ce indicatrng (a} the classifications of the iabarers, mechan�cs and other ernptayees requ�red to perform the contract warfc, (b) the number of employees requ�red in each class�ication, (c) the date on which the partfc�pant est�mates such employees w�U be requ�red, and (d} eny other pert�nent informat�on reauired by the State Emplayment Service ta complete tha �ob nrder form The �ab order may be p(aced with the State Employment Servfce m wnting or by telephone if during the course of the contract work, the mformation submitted by the contractor m the or�ginal �ob order �s substantially mod�fied, the part�cipant shal! promptiy notify the State Employment Service 3 The cor�tractor shap g�ve fuil consideration ta all quat�fied �ob appl�cants referred to h�m by the State Emptayment Servtce The contractor is not required to grant empioyment fo any �ob apphcants who, in his apmion, are not quahfied to perform the classification of work requ�red 4 If, within one week foflowing the placing of a �ob arder by the contractor with the State Emplayment Service, the State Employment Service is unable to refer any qualified 3ab appl�cants to the contractor, or less than the number requestrrd, the State Emptoyment Service wifl tonn+ard a certt�cate to the contractor indicat�ng the unavailab�lity of appiicants Such certificate shall be made a part of the contractor's permanent pro�ect recards Upon recerpt of this certificate, the cantractar may �mploy persans wha do not normally reside �n the labar area ta fill pos�tions covered by the certificate, notw�thstanding the prov�s�ons of subparagraph {1c) above 5 The provis�ons of 23 CFR 633 207{e) allow the contracting agency to prov�de a cantractual preference for the use of mineral resource materials native ta ihe Appaiachian region 6 The cantractor shall mcPude the provis�ons af Sect�ons Z through 4 of thts Attachment A in every subcontract for work which �s, or reasonably may be, done as on-s�te uvork � ' ' ' 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 ' ' C�ry of eremerton SR303 Comdor — 11 th Stneet at Warren Avenue Intersecbon lmprovements APPENDIX A 1-7 July 2012 � General Decision Number• WAl20001 07/06/2012 WAl �uperseded General Decision Number WA20100001 � tate. Washington onstruction Type Highway � ounties. Washington Statewide IGHWAY (Excludes D.O E. Counties) ' Modification Number , 0 1 2 3 ' 9 5 6 7 ' 8 9 10 , 11 12 CARP0001-008 09/Ol/2009 � Hanford Site in Benton and Franklin Publication Date O1/06/2012 O1/13/2012 02/10/2012 02/17/2012 03/23/2012 04/06/2012 04/13/2012 04/27/2012 05/04/2012 06/08/20�2 06/15/2012 06/29/2012 07/06/2012 Rates Fringes �arpenters COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH ' MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA ' COUNTIES . • GROUP 1: $ 27 73 GROUP 2: . $ 29 73 , GROUP 3: . : • $ 28 00 GROUP 4: $ 27 73 GROUP 5: . . $ 63 50 GROUP 6. . . .. $ 30 75 ' GROUP 7 . . . .. . .$ 31 75 GROUP 8........ . . $ 28.00 GROUP 9. . . . . . ...$ 33 75 SPOKANE AREA: ASOTIN, ' GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES ' GROUP 1 : : - •• $ 26 06 GROUP 2 $ 28 06 GROUP 3 . . $ 26 32 GROUP 4 . . .. .$ 26 06 ' GROUP 5 . . ... $ 60 14 �ttp //www wdol gov/wdoUsc�les/davisbacon/WA1 dvb�v=11 10 56 10 56 10 56 10.56 10 56 10 56 10 56 10 56 10 56 10 56 10.56 10 56 10.56 10.56 Page 1 of 38 7/9/2012 Page 2 of 38' GROUP 6• .... . ... ....$ 29.07 GROUP 7 .. .. . .. ... $ 30 07 GROUP 8 . $ 27.32 GROUP 9 . $ 33.07 CARPENTER & DIVER CLASSIFICATIONS GROUP 1 Carpenter GROUP 2• Millwright, machine erector 10.56 10 56 10 56 10 56 r ' GROUP 3 Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4 Bridge carpenters GROUP 5: Diver Wet GROUP 6 Diver Tender, Manifold Operator, ROV Operator GROUP 7 Diver Standby, Bell/Vehicle or Submersible operator Not Under Pressure GROUP 8 Assistant Tender, ROV Tender/Technician GROUP 9• Manifold Operator-Mixed Gas ZONE PAY. ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2 25/PER HOUR ZONE 3 66-100 MILES $3 25/PER HOUR ZONE 4 OVER 100 MILES $4.75/PER HOUR DISPATCH POINTS. CARPENTERS/MILLWRIGHTS• PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite) CARPENTERS/PILEDRIVER SPOKANE (127 E AUGUSTA AVE ) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS WENATCHEE (27 N CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite) CARPENTERS COEUR D' ALENE (1839 N GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite) CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite) DEPTH PAY FOR DIVERS BELOGT WATER SURFACE 50-100 feet $2.00 per foot 101-150 feet $3 00 per foot 151-220 feet $4 00 per foot http //www wdol gov/wdoVsc�les/davisbacon/WA1 dvb�v=11 ' ' ' ' ' t ' � ' ❑ , ' 1 ' t ' 7/9/2012 � � 221 feet and deeper $5 00 per foot �REMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT. 0-25 feet Free � 6-300 feet $1 00 per Foot ATURATION DIVING• The standby rate applies until saturation starts The ' saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete the diver rate shall be paid for all saturation hours �ORK IN COMBINATION OF CLASSIFICATIONS Employees working in any combination of classifications ' within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift 1 AZMAT PROJECTS Anyone working on a HAZMAT �ob (task), where HAZMAT certification is required, shall be compensated at a � premium, in addition to the classification working in as follows ' LEVEL D+$.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 con�unction with a chemical "splash suit". ! LEVEL A+$1 00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line ---------------------------------------------------------------- 'CARP0003-006 10/O1/2011 SOUTHWEST WASHINGTON CLARK, COWLITZ, KLICKITAT, WIS(Piledriver only), PACIFIC (South of a straight line made extending the north boundary line of Wahkiakum County west o Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY ,EE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1. 1 'arpenters CARPENTERS. .. DIVERS TENDERS. . � DIVERS... . . . Rates $ 32 04 . . $ 36 34 . $ 77 08 �ttp //www wdol gov/wdoVsc�les/davisbacon/WA1 dvb�v=11 Fringes 14 18 14 18 14 18 e Page 3 of 3 8 �i 7/9/2012 a DRYWALL . . $ 27 56 MILLWRIGHTS... . . . . $ 32 19 PILEDRIVERS . . $ 33 04 DEPTH PAY 50 TO 100 FEET $1 00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1 50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates) Zone 2 - $0 85 Zone 3 - 1 25 Zone 4 - 1 70 Zone 5 - 2 00 Zone 6 - 3.00 14 18 14 18 14 18 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE All dispatches for Washinqton State Counties Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point ) ZONE 1• Pro�ects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2 Pro�ects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3• Pro�ects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Pro�ects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5. Pro�ects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6. Pro�ects located more than 70 miles of the respected city of the above mentioned cities CARP0770-003 06/Ol/2010 Rates Carpenters CENTRAL WASHINGTON CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL . CARPENTERS . . DIVERS TENDER.. DIVERS . . .. MILLWRIGHT AND MACHINE ERECTORS . . PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING . $ 35 49 $ 35.39 $ 39.15 $ 87 20 . $ 36.39 $ 35 59 12 60 12 60 12 60 12.60 12 60 12 60 (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - ALL http //www wdol gov/wdoUscafiles/davisbacon/WAl dvb�v=11 Fringes 0 Page 4 of 3 8� � ' ' ' ' ' � ' � � ' � ' � ' � ' ' 7/9/2012 � � ' CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on �obs located outside of the free zone computed from the city center of the following listed cities. �eattle Olympia Auburn Bremerton enton Shelton erdeen-Hoquiam Tacoma llensburg Everett Centralia Mount Vernon �helan Pt Townsend Zone Pay. -25 radius miles Free 6-35 radius miles $1.00/hour 6-45 radius miles $1.15/hour 46-55 radius miles $1 35/hour �ver 55 radius miles $1 55/hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY WESTERN AND CENTRAL WRSHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) ' Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center � one Pay- -25 radius miles Free 26-45 radius miles $ 70/hour ver 95 radius rna.les $1 50/hour CARP0770-006 06/Ol/2010 ' Carpenters ' 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 . . , CARPENTERS ON MATERIAL CARPENTERS. .... . . , DIVERS TENDER • : DIVERS MILLWRIGHT AND MACHINE ERECTORS ..... ' PILEDRIVER, DRIVING, Rates $ 35 39 .$ 35 49 .$ 35 39 ..$ 39 15 -.$ 87.20 $ 36.39 � //www wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 Fringes 13 08 13 08 13 08 13 08 13 08 13 08 Page 5 of 38 ,� 7/9/2012 PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. ..$ 35 59 13 08 (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on �obs located outside of the free zone computed from the city center of the following listed cities Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt Townsend Zone Pay 0 -25 radius miles Free 26-35 radius miles $1 00/hour 36-45 radius miles $1 15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1 55/hour (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay. 0 -25 radius miles Free 26-45 radius miles $ 70/hour Over 45 radius miles $1 50/hour ELEC0046-001 06/Ol/2011 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER $ 94 87 3$+15 71 ELECTRICIAN . . . . . ----- $ - 40 - 79 ----__--_ 30+15�71_ --__-_ ---------------------------- * ELEC0048-003 07/02/2012 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER . $ 40 75 18 91 ELECTRICIAN. . . . ...$ 37 05 18 41 HOURLY ZONE PAY Hourly Zone Pay shall be paid on �obs located outside of the free zone computed from the city center of the following http //www.wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 Page 6 of 38 ' ' , � , ' � � ' � ' ' 1 1 , ' ' ' 7/9/2012 � � 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 S9 00/hour *These are not miles driven Zones are based on Delorrne �_Street Atlas USA 2006 plus -------------------------------------------------------- * ELEC0048-029 07/02/2012 �OWLITZ AND WAHKIAKUM COUNTY Rates Fringes � ABLE SPLICER • $ 40 75 15 36 LECTRICIAN . .$ 37 05 15 36 ---------------------------------------------------------------- ' ELEC0073-001 08/22/2011 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN �OUNTIES Rates Fringes �ABLE SPLICER . .. .$ 31 48 14 84 ELECTRICIAN . . . $ 28.62 14 84 ---------------------------------------------------------------- ' ELEC0076-002 09/O1/2011 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON �OUNTIES Rates Fringes �ABLE SPLICER ... .. $ 37 54 21 62 ELECTRICIAN . $ 34 13 21 62 ---------------------------------------------------------------- ' ELEC0112-005 06/Ol/2011 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA �ALLA, YAKIMA COUNTIES Rates Fringes �ABLE SPLICER. . . .. $ 37.70 35+14 63 ELECTRICIAN . .. . . .. $ 35.90 3$+14 63 ---------------------------------------------------------------- , ELEC0191-003 07/O1/2011 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES , �ttp //www wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 Page 7 of 38 ��, ��� � 7/9/2012 Page 8 of 3 8 Rates Fringes CABLE SPLICER ..$ 42 91 15 39 ELECTRICIAN . .. .. . . .$ 39 O1 15.39 ---------------------------------------------------------------- ELEC0191-004 07/O1/2011 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER. . . . .$ 39.28 15.24 ELECTRICIAN. . . .. . - ___� -_-_- _$ - 35_71 -__-______-- 15�29___ -_-_ ---------------------- ENGI0302-003 06/Ol/2011 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES ' PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) 2one 1 (0-25 radius miles) Rates Fringes Power equipment operators Group lA. .. $ 35.79 15 15 Group lAA . .. $ 36.36 15 15 Group lAAA . . $ 36.92 15 15 Group 1 .. . $ 35 24 15 15 Group�2.. .. .. $ 39 75 15 15 Group 3.. ... $ 34 33 15 15 Group 4 . .. $ 31 97 15 15 Zone Differential (Add to Zone 1 rates) Zone 2(26-45 radius miles) -$1 00 Zone 3(Over 45 radius miles) -$1 30 BASEPOINTS Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom (including �ib with attachments) GROUP lAA - Cranes 200 to 300 tons, or 250 ft of boom (including �ib with attachments), Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including �ib 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, http //www wdol gov/wdoUscafiles/davisbacon/WA1 dvb�v=11 �_� ' ' ' � ' � �� � ' � , I ❑ 1 ' ' 7/9/2012 � ' ' ' ' ' excavator, backhoes-6 yards and over with attachments GRO[�P 1- Cableway, Cranes 45 tons thru 99 tons, under 150 ft of boom (including �ib 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 on rubber tired earth moving equipment, Rollagon; Scrapers-self propelled 45 yards and over, Slipform Transporters, all truck or track type operator pavers, 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 ' � � ' ' �_J ' , ' 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 �ttp //www wdol gov/wdoVscafiles/davisbacon/WA1 dvb�v=11 Page 9 of 38 7/9/2012 Page 10 of 38 , Category B Pro�ects 95$ of the basic hourly reate for each qroup plus full fringe benefits applicable to category A pro�ects shall apply to the following pro�ects A Reduced rates may be paid on the following 1 Pro�ects 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. Pro�ects of less than $1 million where no buzlding is involved Surfacing and paving included, but utilities excluded 3 Marine pro�ects (docks, wharfs, etc ) less than $150,000 HANDLING OF HAZARDOUS WASTE MATERIALS Personnel in all craft classifications sub�ect 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 pro�ect site safety plan H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ 25 per hour H-3 Class "B" Suit - Base wage rate plus $ 50 per hour H-4 Class "A" Suit - Base wage rate plus $ 75 per hour Zone Differential (Add to Zone 1 rates): Zone 2(26-45 radius miles) - S 70 Zone 3(Over 95 radius miles) -$1 00 BASEPOINTS Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom (including �ib with attachments) GROUP lAA - Cranes 200 to 300 tons, or 250 ft of boom (including �ib with attachments), Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including �ib 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 �ib with attachments), Crane-overhead, http /Iwww wdol gov/wdoUsc�les/davisbacon/WA1 dvb�v=11 , ❑ ' ' ' ' � � � , � ' � , ' ' ❑ 7/9/2012 p I� u , ' 1 ' L , ' �l , ' ' , bridge type, 45 tons thru 99 tons, Derricks on building work, Excavator, shovel, backhoes over 3 yards and under 6 yards, Hard tail end dump articulating off-road equipment 45 yards and over, Loader- overhead 6 yards to, but not including 8 yards, Mucking machine, mole, tunnel, drill and/or shield, Quad 9, HD 41, D-10, Remote control operator on rubber tired earth moving equipment; Rollagon, Scrapers-self propelled 45 yards and over, Slipform pavers, Transporters, all truck or track type GROUP 2- Barrier machine (zipper); Batch Plant Operaor- Concrete, Bump Cutter, Cranes, 20 tons thru 44 tons with attachments, Crane-overhead, bridge type-20 tons through 44 tons, Chipper, Concrete Pump-truck mount wzth boom attachment, Crusher, Deck Engineer/Deck Winches (power), Drilling machine, Excavator, shovel, backhae-3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment, Guardrail punch, Horizontal/directional drill operator; Loaders-overhead under 6 yards, Loaders-plant feed, Locomotives-all; Mechanics-all, Mixers-asphalt plant, Motor patrol graders-finishing, Piledriver (other than crane mount), Roto-mill,roto-grinder, Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer, Tractors, backhoes-over 75 hp, Transfer material service machine-shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over, Truck Mount portable conveyor, Yo Yo Pay dozer GROUP 3- Conveyors, Cranes-thru 19 tons with attachments, A-frame crane over 10 tons, Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under, Forklift-3000 lbs and over with attachments; Horizontal/directional drill locator, Outside hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators, Hydralifts/boom trucks over 10 tons, Loader-elevating type, belt, Motor patrol grader-nonfinishing, Plant oiler- asphalt, crusher, Pumps-concrete, Roller, plant mix or multi-lift materials, Saws-concrete; Scrpers-concrete and carry-all, Service engineer-equipment, Trenching machines, Truck Crane Oiler/Driver under 100 tons, Tractors, backhoe 75 hp and under GROUP 4- Assistant Engineer, Bobcat, Brooms; Compressor, , Concrete finish mahine-laser screed, Cranes-A frame-10 tons and under, Elevator and Manlift-permanent or shaft type, Gradechecker, Stakehop, Forklifts under 3000 lbs with attachments, Hydralifts/boom trucks, 10 tons and under; Oil ' distributors, blower distribution and mulch seeding operator; Pavement breaker, Posthole digger, mechanical, Power plant, Pumps, water; Rigger and Bellman, Roller-other than plant mix, Wheel Tractors, farmall type, Shotcrete/gunite equipment , operator CATEGORY B PROJECTS: 95$ OF THE BASIC HOURLY RATE FOR EACH � OUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A ROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS REDUCED TES MAY BE PAID ON THE FOLLOWING Pro�ects involving work on structures such as buildings � �ttp /lwww wdol.gov/wdol/sc�les/davisbacon/WA1 dvb�v=11 Page 11 of 38 7/9/2012 Page 12 of 3 8 and bridges whose total value is less than $1 5 million excluding mechanical, electrical, and utility portions of the contract 2. Pro�ects of less than $1 million where no building is involved Surfacing and paving including, but utilities excluded. 3 Marine pro�ects (docks, wharfs, ect ) less than $150,000 HANDLING OF HAZARDOUS WASTE MATERIALS. Personnel in all craft classifications sub�ect to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste pro�ect 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/Ol/2011 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 YAKIMP. (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1- Rates Fringes Power equipment operators. GROUP lA $ 24 41 12 05 GROUP 1 .. . $ 24.76 12 Q5 GROUP 2 . . $ 25.08 12 05 GROUP 3. . $ 25 69 12 OS GROUP 4 .$ 25 85 12 05 GROUP 5 ... $ 26 O1 12.05 GROUP 6 .. . $ 26.29 12 05 GROUP 7.. . .. $ 26 56 12 05 GROUP 8. $ 27 66 12 OS 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 lA. Boat Operator, Crush Feeder; Oiler, Steam Cleaner GROUP 1. Bit Grinders, Bolt Threading Machine, Compressors http //www wdol gov/wdoUscafiles/davisbacon/WA1 dvb�v=11 t , , , ' ' � � � 7 � ' ' ' �� � ' 7I9/2012 � ' ' ' ' ' ' , ' ' ' ' ' , ' � CJ , ' (under 2000 CFM, gas, diesel, or electric power), Deck Hand, Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the �ob site, remove drill cuttings from around bore hole and inspect drill rig while in operation), Fireman & Heater Tender, Hydro-seeder, Mulcher, Nozzleman, Oiler Driver, & Cable Tender, Mucking Machine, Pumpman; Rollers, all types on subgrade, including seal and chip 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 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 �ob 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 �et), 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), Page 13 of 38 �ttp //www wdol gov/wdol/sc�les/davisbacon/WA1 dvb�v=11 7/9/2012 Page 14 of 38 Surface Heater & Plant Machine, Trenching Machines (under 7 ft. depth capacity), Turnhead (with re-screeninq), Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5 Backhoe (under 45,000 gw), Sackhoe & 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-propel3ed 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 zncluding 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 BOOM PAY (All Cranes, Including Tower) 180 ft to 250 ft $ 50 over scale http //www wdol gov/wdoVscafiles/davisbacon/WA1 dvb�v=11 ' ' ' t I �� 1 ' ' � � ' 1 ' ' , ' ' 1 7/9/2012 p ' Page 15 of 38 Over 250 ft $ 80 over scale �]OTE : 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 �obs, working with supplied air shall receive $1 00 an hour above classification ---------------------------------------------------------------- ENGI0612-006 06/O1/2011 �EWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County � o the sea) AND THURSTON COUNTIES N PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90$ OF THE BASE RATE PLUS FULL FRINGE BENEFITS N ALL OTHER WORK, THE FOLLOWING RATES APPLY. one 1 (0-25 radius miles). ' Rates Fringes �ower equipment operators GROUP lA . $ 35 79 15 15 GROUP lAA. ... .. $ 36 36 15.15 GROUP lAAA .... .. $ 36.92 15 15 , GROUP 1 . : . . . • • . $ 35 24 15 15 } LL GROUP 2. .$ 34 75 15 15 GROUP 3... .. .. $ 34 33 15 15 GROUP 4. . .$ 31 97 15 15 �one Differential (Add to Zone 1 rates) Zone 2(26-45 radius miles) _$ 70 � one 3(Over 45 radius miles) -$1 00 ASEPOINTS CENTRALIA, OLYMPIA, TACOMA �OWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including �ib with attachments) ' GROUP lAA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including �ib 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 �ib 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 �ib with attachments), Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building ' work, Excavator, shovel, backhoes over 3 yards and under 6 �ttp //www wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 7/9/2012 Page 16 of 3 8 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), Drzlling 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 FOOTNOTE A- Reduced rates may be paid on the following l. Pro�ects 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 Pro�ects of less than $1 million where no building is involved. Surfacing and paving included, but utilities http //www wdol gov/wdoVsc�les/davisbacon/WA1 dvb�v=11 , � 1 ' t ❑ � � � ' � ' ' � ' � ' 7/9/2012 � � excluded ' 3. Marine pro�ects (docks, wharfs, etc ) less than $150,000. ' HANDLING OF HAZARDOUS WASTE MATERIALS Personnel in all craft classifications sub�ect 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 pro�ect site safety plan. , H-1 Base wage rate when on a hazardous waste site when not outfitted wzth protective clothing H-2 Class "C" Suit - Base wage rate plus $ 25 per hour 3 Class "B" Suit - Base wage rate plus $ 50 per hour -4 Class "A" Suit - Base wage rate plus $ 75 per hour --------------------------------------------------------------- ENGI0701-002 Ol/O1/2012 LARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND AHKIAKUM COUNTIES �OWER RQUIPMENT OPERATORS: ZONE 1 �ower equipment operators (See Footnote A) , GROUP 1.. . :• GROUP lA. . GROUP 1B. . .. GROUP 2.. . .. . . . ' GROUP 3 : ... .: GROUP 4 GROUP 5 . . Rates $ 37 27 .$ 39 13 $ 41 00 $ 35 64 .$ 34 64 $ 33 71 $ 32 60 $ 29 61 12 08 12 08 12 08 12 08 12 08 12 08 12 08 GROUP 6 . 12 08 �one Differential (add to Zone 1 rates) Zone 2 - $3.00 �one 3 - $6.00 For the following metropolitan counties MULTNOMAH; CLACKAMAS; MARION, WASHINGTON, YAMHILL, AND COLUMBIA; t CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED. , All �obs or pro�ects 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 �obs or pro�ects located in Yamhill County, Washington County and Columbia County and all �obs or por�ects 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 �obs or pro�ects located in the area outside the Frinqes Page 17 of 38 � � �ttp.//www wdol.gov/wdol/scafiles/davisbacon/WAl dvb�v=11 7/9/2012 Page 18 of 38 identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications All �obs or pro�ects 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 �obs or pro�ects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All �obs or pro�ects 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 �obs or pro�ects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 CONCRETE Batch Plant and/or Wet Mix Operator, three units or more; CRANE. Helicopter Operator, when used in erecting work, Whirley Operator, 90 ton and over, LATTICE BOOM CRANE. Operator 200 tons through 299 tons, and/or over 200 feet boom, HYDRAULIC CRANE. Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments, FLOATING EQUIPMENT. Floating Crane, 150 ton but less than 250 ton GROUP lA HYDRAULIC CRANE Hydraulic Operator, 200 tons and over (with luffing or tower attachment), LATTICE BOOM CRANE Operator, 200 tons through 299 tons, with over 200 feet boom, FLOATING EQUIPMENT- Floating Crane 250 ton and over GROUP 1B L,ATTICE BOOM CRANE Operator, 300 tons through 399 tons with over 200 feet boom, Operator 400 tons and over; FLOATING EQUIPMENT Floating Crane 350 ton and over GROUP 2 ASPHALT Asphalt Plant Operator (any type), Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE• Auto Grader or "Trimmer" (Grade Checker required), Blade Operator, Robotic, BULLDOZERS Bulldozer operator over 120,000 lbs and above, Bulldozer operator, twin enqine; Bulldozer Operator,tandem, quadnine, D10, D11, and similar type, Bulldozere Robotic Equipment (any type, CONCRETE Batch Plant and/or Wet Mix Operator, one and two drum, Automatic Concrete Slip Form Paver Operator, Concrete Canal Line Operator, Concrete Profiler, Diamond Head; CRANE• Cableway Operator, 25 tons and over, HYDRAULIC CRANE. Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment), TOWER/WHIRLEY OPERATOR Tower Crane Operator, Whirley Operator, under 90 tons, LATTICE BOOM CRANE 90 through 199 tons and/or 150 to http //www wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 ' ' ' ' t ' , 1 ' ' ' ' 1 ' t ' ' 7/9/2012 � � � ' � �!� ' �� ' � ' t , �� � LJ l� ' ' � , � 200 feet boom, CRUSHER: Crusher Plant Operator, FLOATING EQUIPMENT• Floating Clamshell, etc operator, 3 cu yds and over, Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS Loader operator, 120,000 lbs and above; REMOTE CONTROL Remote controlled earth-moving equipment, RUBBER-TIRED SCRAPERS• Rubber- tired scraper operator, with tandem scrapers, multi-engine, SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERP,TOR Shovel, Dragline, Clamshell, operator 5 cu yds and over, TRENCHING MACHINE Wheel Excavator, under 750 cu. yds per hour (Grade Oiler required), Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in con�unction with wheel excavator); UNDERWATER EQUIPMENT Underwater Equipment Operator, remote or otherwise, HYDRAULIC HOES-EXCAVATOR Excavator over 130,000 lbs., HYDRAULIC CRANE Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment), GROUP 3 BULLDOZERS. Bulldozer operator, over 70,000 lbs up to and including 120,000 lbs , HYDRAULIC CRANE Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment), LATTICE BOOM CRANES Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom), FORKLIFT Rock Hound Operator, HYDRAULIC HOES-EXCAVATOR excavator over 80,000 lbs through 130,000 lbs , LOADERS Loader operator 60,000 and less than 120,000, RUBBER-TIRED SCRAPERS Scraper Operator, with tandem scrapers, Self-loading, paddle wheel, auger type, finish and/or 2 or more units, SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR Shovel, Dragline, Clamshell operators 3 cu yds but less than 5 cu yds. GROUP 4 ASPHALT Screed Operator, Asphalt Paver operator (screeman required), BLADE. Blade operator; Blade operator, finish, Blade operator, externally controlled by electronic, mechanical hydraulic means, Blade operator, multi-engine, BULLDOZERS Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs, Drill Cat Operator, Side-boom Operator, Cable-Plow Operator (any type); CLEARING Log Skidders, Chippers, Incinerator; Stump Splitter (loader mounted or similar type), Stump Grinder (loader mounted or similar type, Tub Grinder, Land Clearing Machine (Track mounted forestry mowing & grinding machine); Hydro Axe (loader mounted or similar type), COMPACTORS SELF-PROPELLED Compactor Operator, with blade, Compactor Operator, multi-engine, Compactor Operator, robotic, CONCRETE Mixer Mobile Operator, Screed Operator, Concrete Cooling Machine Operator, Concrete Paving Road Mixer, Concrete Breaker, Reinforced Tank Banding Machine (K-17 or similar types), Laser Screed, CRANE Chicago boom and similar types; Lift Slab Machine Operator, Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum, Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or sirnilar type, 50 ton and over, Cableway Operator up to twenty (25) ton, Bridge Crane Operator, Locomotive, Gantry, Overhead, Cherry Picker or similar type crane; Carry Deck Operator, Hydraulic Crane Operator, under 50 tons, LATTICE BOOM CRANE OPERATOR• Lattice Boom Crane Operator, under 50 tons; CRUSHER Generator Operator, Page 19 of 3 8 �ttp //www wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 7/9/2012 Page 20 of 38 � Diesel-Electric Engineer, Grizzley Operator, Drill Doctor, Boring Machine Operator, Driller-Percussion, Diamond, Core, Cable, Rotary and similar type, Cat Drill (John Henry), Directional Drill Operator over 20,000 lbs pullback, FLOATING EQUIPMENT Diesel-electric Engineer, Jack Operator, elevating barges, Barge Operator, self- unloading, Piledriver Operator (not crane type) (Deckhand required), Floating Clamshelll, etc Operator, under 3 cu yds (Fireman or Diesel-Electric Engineer required), Floating Crane (derrick barge) Operator, less than 30 tons, GENERATORS• Generator Operator, Diesel-electric Engineer, GUARDRAIL EQUIPMENT Guardrail Punch Operator (a�l types), Guardrail Auger Operator (all types), Combination Guardrail machines, i.e., punch auger, etc , HEATING PLANT• Surface Heater and Planer Operator, HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs with any or all attachments, Excavator Operator over 20,000 lbs through 80,000 lbs , LOADERS Belt Loaders, Kolman and Ko Cal types, Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs, Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types, PILEDRIVERS Hammer Operator; Piledriver Operator (not crane type), PIPELINE, SEWER WATER. Pipe Cleaning Machine Operator, Pipe Doping Machine Operator; Pipe Bending Machine Operator, Pipe Wrapping Machine Operator, Boring Machine Operator, Back Filling Machine Operator, REMOTE CONTROL• Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator/Mechanic, Vacuum Blasting Machine Operator/mechanic, REPAIRMEN, HEAVY DUTY Diesel Electric Engineer (Plant or Floating, Bolt Threading Machine operator, Drill Doctor (Bit Grinder), H D Mechanic, Machine Tool Operator, RUBBER-TIRED SCRAPERS Rubber-tired Scraper Operator,single engine, single scraper; Self-loading, paddle wheel, auger type under 15 cu yds , Rubber-tired Scraper Operator, twin engine, Rubber-tired Scraper Operator, with push- ull attachments, Self Loading, paddle wheel, auger type 15 cu yds and over, single engine; Water pulls, water wagons, SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR Diesel Electric Engineer; Stationay Drag Scraper Operator, Shovel, Dragline, Clamshell, Operator under 3 cy yds , Grade-all Operator, SURFACE (BASE) MATERIAL• Blade mounted spreaders, Ulrich and similar types, TRACTOR-RUBBERED TIRED Tractor operator, rubber-tired, over 50 hp flywheel, Tractor operator, with boom attachment, Rubber-tired dozers and pushers (Michigan, Cat, Hough type), Skip Loader, Drag Box, TRENCHING MACHINE Trenching Machine operator, digging capacity over 3 ft depth, Back filling machine operator, TUNNEL Mucking machine operator GROUP 5 ASPHALT Extrusion Machine Operator, Roller Operator (any asphalt mix), Asphalt Burner and Reconditioner Operator (any type), Roto-Mill, pavement profiler, ground man, BULLDOZERS• Bulldozer operator, 20,000 lbs or less or 100 horse or less, COMPRESSORS Compressor Operator (any power), over 1,250 cu ft total capacity, COMPACTORS Compactor Operator, including vibratory, Wagner Pactor Operator or similar type (without blade), CONCRETE Combination mixer and Compressor http //www wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 � � 1 ' ' � ' � � � ' ' ' ' � 1 ' � 7/9/2012 � ' Operator, gunite work, Concrete Batch Plant Quality Control ' Operator, Beltcrete Operator, Pumperete Operator (any type), Pavement Grinder and/or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller-Kenyon and ' similar, Concrete Pump Operator, Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity, Cast in place pipe laying machine, maginnis Internal Full slab vibrator operator, Concrete finishing , mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type, Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter, Concrete Joint Machine Operator, Concrete Planer Operator; Tower Mobile Operator, ' Power Jumbo Operator setting slip forms in tunnels, Slip Form Pumps, power driven hydraulic lifting device for concrete forms, Concrete Paving Machine Operator, Concrete ' Finishing Machine Operator; Concrete Spreader Operator, CRANE Helicopter Hoist Operator, Hoist Operator, single drum, Elevator Operator, A-frame Truck Operator, Double drum, Boom Truck Operator, HYDRAULIC CRANE OPERATOR ' Hydraulic Boom Truck, Pittman, DRILLING Churm Drill and Earth Boring Machine Operator, Vacuum Truck, Directional Drill Operator over 20,000 lbs pullback, FLOATING EQUIPMENT- Fzreman, FORKLIFT. Fork Lift, over 10 ton and/or � robotic, HYDRAULIC HOES EXCAVATORS Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type), Hydraulic Backhoe Operator track type up to and including ' 20,000 lbs ; LOADERS Loaders, rubber- tired type, less than 25,000 lbs, Elevating Grader Operator, Tractor Towed requiring Operator or Grader, Elevating loader operator, Athey and similar types; OILERS Service oiler (Greaser), , PIPELINE-SEWER WATER Hydra hammer or simialr types, Pavement Breaker Operator, PUMPS Pump Operator, more than 5(any size), Pot Rammer Operator, RAILROAD EQUIPMENT Locomotive Operator, under 40 tons, Ballast Regulator ' Operator, Ballast Tamper Multi-Purpose Operator, Track Liner Operator, Tie Spacer Operator, Shuttle Car Operator, Locomotive Operator, 40 tons and over, MATERIAL HAULRS Cat ' wagon DJBs Volvo similar types, Conveyored material hauler, SURFACING (BASE) MATERIAL• Rock Spreaders, self-propelled, Pulva-mixer or similar types, Chiip Spreading machine operator, Lime spreading operator, construction �ob siter, ' SWEEPERS Sweeper operator (Wayne type) self-propelled construction �ob site; TRACTOR-RUBBER TIRED Tractor operator, rubber-tired, 50 hp flywheel and under, Trenching machine operator, maximum digging capacity 3 ft depth; � TUNNEL Dinkey GROUP 6 ASPHALT• Plant Oiler, Plant Fireman; Pugmill ' Operator (any type), Truck mounted asphalt spreader, with screed, COMPRESSORS Compressor Operator (any power), under 1,250 cu ft total capacity, CONCRETE: Plant Oiler, Assistant Conveyor Operator, Conveyor Operator, Mixer Box , Operator (C.T B, dry batch, etc ), Cement Hog Operator, Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator, CRANE Oiler, Fireman, all equipment, Truck Crane Oiler � Driver, A-frame Truck Operator, single drum, Tugger or Coffin Type Hoist Operator, CRUSHER Crusher Oiler, Crusher Feederman; CRUSHER Crusher oiler; Crusher feederman, ' DRILLING Drill Tender, Auger Oiler, FLOATING EQUIPMENT �ttp //www wdol gov/wdoVsc�les/davisbacon/WA1 dvb�v=11 Page 21 of 3 8 7/9/2012 Page 22 of 38 Deckhand, Boatman, FORKLIFT Self-propelled Scaffolding Operator, construction �ob site (exclduinq working platform); Fork Lift or Lumber Stacker Operator, construction �ob site, Ross Carrier Operator, construction �ob site, Lull Hi-Lift Operator or Similar Type, GUARDRAIL EQUIPMENT• Oiler; Auger Oiler; Oiler, combination guardrail machines, Guardrail Punch Oiler, HEATING PLANT Temporary Heating Plant Operator, LOADERS Bobcat, skid steer (less than 1 cu yd ), Bucket Elevator Loader Operator, BarberGreene and similar types, OILERS• Oiler, Guardrail Punch Oiler, Truck Crane Oiler-Driver, Auger Oiler, Grade Oiler, required to check grade, Grade Checker, Rigger, PIPELINE-SEWER WATER Tar Pot Fireman, Tar Pot Fireman (power agitated); PUMPS Pump Operator (any power), Hydrostatic Pump Operator, RAILROAD EQUIPMENT Brakeman, Oa.ler, Switchman, Motorman, Ballast Jack Tamper Operator, SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC OPERATOR. Oiler, Grade Oiler (required to check grade), Grade Checker, Fireman, SWEEPER Broom operator, self propelled, construction �ob site, SURFACING (BASE) MATERIAL• Roller Operator, gradzng of base rock (not asphalt}, Tamping Machine operartor, mechanical, self-propelled, Hydrographic Seeder Machine Operator, TRENCHING MACHINE Oiler, Grade Oiler, TUNNEL Conveyor operator, Air filtration equipment operator ---------------------------------------------------------------- IRON0014-005 0110112012 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER . $ 31 35 20 10 ---------------------------------------------------------------- IRON0029-002 O1/Ol/2012 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER . .__ 87 20 10 ----------------------- --------------------------- * IRON0086-002 07/O1/2012 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER . .$ 31 35 20 10 ---------------------------------------------------------------- IRON0086-004 O1/Ol/2012 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES ' ' ' ' ' ' � I� ' ' ' , � ' �� t 1 http //www wdol govlwdoUscafiles/davisbacon/WA1 dvb�v=11 7/9/2012 � ' Rates Fringes ' IRONWORKER .. . . . $ 37 89 ------------------------------------- ' LABO0001-002 06/O1/2009 ZONE 1• 20 10 , Rates Fringes Laborers ' CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, ' PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC ' OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM , COUNTIES • •.• . GROUP 1 GROUP 2 GROUP 3 . . .. ... ' GROUP 4 . .: GROUP 5. CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), , KITTITAS AND YAKIMA COUNTIES GROUP 1 . . . � GROUP 2 • .•• .. ... GROUP 3 GROUP 4. GROUP 5. , . $ 21 77 $ 24.86 $ 30 96 $ 31 70 $ 32 21 $ 17 95 $ 20 58 $ 22 54 $ 23 09 $ 23 48 9 07 9 07 9 0? 9 07 9 07 9 07 9 07 9 07 9 07 9 07 ' BASE POINTS: BELLINGHAM, MT VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT TOWNSEND, PT ANGELES, AND BREMERTON ' ZONE 1- Pro�ects 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 ONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ONE 2 - $1 00 ZONE 3 - $1 30 �ASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA , ZONE 1- Pro�ects within 25 radius miles of the respective city hall ZONE 2- More than 25 radius miles from the respective city hall , �ttp //www wdol gov/wdoVscafiles/davisbacon/WA1 dvb�v=11 Page 23 of 38 7/9/2012 Page 24 of 38 1 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 Wea.ghman, Crusher Feeder, Fence Laborer, Flaqman, 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 �ob 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 con�unction 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, Hazardaus Waste Worker (Level A utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). LAB00238-004 06/O1/2011 PASCO AREA. ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA http //www wdol gov/wdoUsc�les/davisbacon/WA1 dvb�v=11 �� 1 ' ' ❑ � ' l� ' �� ' ' ❑ ❑ ' � ' 7/9/2012 � ' POKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, TEVENS & WHITMAN COUNTIES ' LABORER (PASCO) ' GROUP 1.. •. GROUP 2 . GROUP 3.. . GROUP 9 GROUP 5 . ABORER (SPOKANE) GROUP 1 ' GROUP 2 . . GROUP 3.. . GROUP 4.. . GROUP 5.. . � Rates .. $ 21.31 . . . . $ 23 41 . .. ..$ 23.68 .. . $ 23 95 . $ 24 23 $ 21 01 . $ 23 11 . $ 23.38 . .. . $ 23.65 .. . $ 23.93 Fringes �one Differential (Add to Zone 1 rate) $2 00 10 00 � 10 00 10 00 10.00 10 00 10 00 10 00 10 00 10 00 10 00 BASE POINTS• Spokane, Pasco, Lewiston �one l: 0-45 radius miles from the main post office Zone 2: 45 radius miles and over from the mazn post office �ABORERS 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 �acks 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; Generai Laborer; Grout Machine Header ' Tender, Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers); Hazardous Waste Worker, Level D(no respirator is used and skin protection is minimal), Miner, Class "A" (to include , all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper), Nipper; Riprap Man, Sandblast Tailhoseman, Scaffold Erector (wood or steel), Stake Jumper, Structural ' Mover (to include separating foundation, preparation, cribbing, shoring, �acking and unloading of structures), Tailhoseman (water nozzle); Timber Bucker and Faller (by ' hand); Track Laborer (RR), Truck Loader; Well-Point Man, �ttp //www wdol gov/wdol/scafiles/davisbacon/WA1 dvb�v=11 � Page 25 of 38 7/9/2012 Page 26 of 3 8 Al1 Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3 Aspahlt Raker, Asphalt Roller, walking, Cement Finisher Tender; Concrete Saw, walking, Demolition Torch, Dope Pot Firemen, non-mechanical, Driller Tender (when required to move and position machine), Form Setter, Paving, Grade Checker using level, Hazardous Waste Worker, Level C(uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter), Nozzleman (to include squeeze and flo-crete nozzle), Nozzleman, water, air or steam, Pavement Breaker (under 90 lbs.), Pipelayer, corrugated metal culvert, Pipelayer, multi- plate; Pot Tender; Power Buggy Operator, Power Tool Operator, gas, electric, pneumatic, Railroad Equipment, power driven, except dual mobile power spiker or puller, Railroad Power Spiker or Puller, dual mobile, Rodder and Spreader, Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator, Wagon Drills, Water Pipe Liner, Wheelbarrow (power driven) GROUP 4 Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction �oint 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 con�unction 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 �et blasting nozzleman, over 1,200 lbs , �et blast machine power propelled, sandblast nozzle), Pavement Breaker (90 lbs. and over), Pipelayer (to include working topman, caulker, collarman, �oznter, mortarman, rigger, �acker, shorer, valve or meter installer), Pipewrapper; Plasterer Tender, Va.brators (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), M�ner Class "D", (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman ---------------------------------------------------------------- LAB00238-006 06/O1/2011 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 http //www wdol gov/wdollscafiles/davisbacon/WA1 dvb�v=11 ' , ' t ' t ' � ' � , , ' � ' , ' 7/9/2012 � Page 27 of 38 � od Carrier. .. .. $ 23 95_____________9_95_ ---- - --------------- ------ LAB00335-001 06/Ol/2011 � ARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE DE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES , �aborers ZONE 1• GROUP l. GROUP 2. ' GROUP 3. GROUP 4 GROUP 5. . . Rates Fringes ' GROUP 6 . : GROUP 7. . Zone Differential � one 2 $ 0 65 one 3 - 1 15 Zone 4 - 1 70 �one 5 - 2 75 . $ 27 91 . . $ 28 51 $ 28 95 . $ 29 33 $ 25 41 . $ 22 99 $ 19 79 (Add to Zone 1 rates) ASE POINTS. GOI,DENDALE, LONGVIEW, AND VANCOUVER 10.45 10 45 10 45 10 45 10 95 10 95 10.45 � ONE 1: Pro�ects 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 �ob ' site), Tunnel Bullgang (above ground), Weight-Man- Crusher � �ttp //www wdol gov/wdol/sc�les/davisbacon/WA1 dvb�v=1 l 7/9/2012 Page 28 of 38 � (aggregate when used) GROUP 2 Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on pro�ect, 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, Gunzte 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 Wrappinq, 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 condztions unusual to normal drilling, blasting, barring-down, or sloping and stripping), Manhole Builder; Powdermen, Concrete Saw Operator, Pwdermen, Power Saw Operators (Bucking and Falling), Pumperete Nozzlemen, Sand Blasting (Dry), Sewer Timberman, Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator, Tunnel-Chuck Tenders, Nippers and Timbermen; Vibrator, Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls), Concrete Nozzelman, Grade Checker; Pipelayer, Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align, Laser Beam; Tunnel Miners, Motorman-Dinky Locomotive-Tunnel, Powderman-Tunnel, Shield Operator-Tunnel GROUP 5 Traffic Flaggers GROUP 6 Fence Builders GROUP 7• Landscaping or Planting Laborers ---------------------------------------------------------------- LAB00335-019 06/O1/2008 Rates Fringes Hod Carrier .. . ---------------------------- ------- PAIN0005-002 O1/Ol/2012 STATEWIDE �EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters. http //www wdol gov/wdol/scafiles/davisbacon/WAl.dvb�v=11 �� t L_� � 1 � C � ' ' �� ' �J ' ' � ' 7/9/2012 � , STRIPERS .. .. . . $ 30 96 12-�� --------------------------------------------------- PAIN0005-009 03/Ol/2009 LALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, SON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND HATCOM COUNTIES � Rates Fringes PAINTER . ... .. ... . $ 20 82 7.44 -------------------------------------------------------------- PAINQ005-006 Ol/O1/2012 � DAMS, ASOTIN, BENTON AND FRANKLIN (EXCEPT HANFORD SITE); HELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, INCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES ' Rates Fringes �ainters Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation l i, , Resistant Material, Water and Sandblasting Over 30'/Swing Stage Work , ' Brush, Roller, Striping, Steam-cleaning and Spray ' Lead Abatement, Asbestos Abatement. . .. ... $ 21 50 $ 22 20 .S 21.53 $ 21.50 7.98 7 98 9 45 7 98 '*$ 70 sha11 be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. -------------------------------------------------- PAIN0055-002 04/O1/2012 � LARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM ,OUNT I ES ' Rates Fringes Painters• ' Brush & Roller .. . .. $ 20 90 7 88 High work - All work 60 ft or higher ... . .$ 21 65 7 88 Spray and Sandblasting $ 21 50 � 88 -------------------------------------------------- PAIN0055-007 07/O1/2011 � LARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes �ainters: �ttp //www wdol gov/wdol/scafiles/davisbacon/WAl dvb?v=11 Page 29 of 38 7/9/2012 Page 30 of 38 , HIGHWAY & PARKING LOT _____STRIPER... ... . . . . .$ 33 19 9 05 ------------------------------------------------------- PLAS0072-004 06/O1/2011 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 ...$ 25 O1 11 32 Zone Differential (Add to Zone 1 rate) Zone 2-$2 00 BASE POINTS• Spokane, Pasco, Lewiston, Wenatchee Zone 1 0- 45 radius miles from the main post office Zone 2 Over 45 radius miles from the main post office ---------------------------------------------------------------- PLAS0528-001 06/Ol/2012 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes Cement Masons: CEMENT MASON .$ 35 88 14.25 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE ..$ 36 38 14 25 TROWLING MACHIN� OPERATOR ON COMPOSITION . $ 36.38 14 25 PLAS0555-002 06/01/2Q12 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1 Rates Cement Masons• CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD $ 30 58 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. .. .. $ 30 58 CEMENT MASONS . .... ... . $ 29 9$ COMPOSITION WORKERS AND POWER MACHINERY OPERATORS $ 31.18 Zone Differential (Add To Zone 1 Rates): Fringes 17 76 17 76 � 17 76 17 76 , ' , ' 1 , t � ' ' � � � ' t C � ' � � http //www wdol gov/wdoVscafiles/davisbacon/WAl dvb�v=11 7/9/2012 p ' Zone 2 - $0.65 � one 3 - 1.15 one 4 - 1.70 Zone 5 - 3.00 ' BASE POINTS BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER � ONE 2 Pro�ects within 30 miles of the respective city hall ZONE 2 More than 30 miles but less than 40 miles from the respective city ha11 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. ONE 5 More than 80 miles from the respective city hall ----------------------------------------------------------- TEAM0037-002 12/02/2011 � LARK, COWLITZ, KLICKITAT, PACIFIC (South of a straa.ght line ade by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES 1 �ruck drivers: ZONE 1 GROUP 1. GROUP 2 , GROUP 3 . •' GROUP 4... . GROUP 5. . . GROUP 6... .. Rates $ 26 90 $ 27 02 . . $ 27 15 . . $ 27 91 . . . . $ 27 63 . . . . $ 27 79 13.15 13 15 13 15 13 15 13 15 ' 13 15 GROUP 7 $ 27.99 13 15 Zone Differential (Add to Zone 1 Rates). � one 2 - $0 65 one 3 - 1 15 one 4 - 1 70 Zone 5 - 2 75 �ASE POINTS• ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ' ZONE 1 Pro�ects 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 �ONE 5 More than 80 mil.es from the respective city hall TRUCK DRIVERS CLASSIFICATIONS ' �ttp //www wdol gov/wdoUscafiles/davisbacon/WA1 dvb�v=11 Fringes Page 31 of 38 7/9/2012 Page 32 of 38 GROUP 1 A Frame or Hydra lifrt truck w/load bearing surface, Artzculated 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 load�ng, unloading and transporting material on �ob site), Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car, Pickup Truck, Solo Flat Bed and misc. Body Trucks, 0-10 tons, Truck Tender, Truck Mechanic Tender, Water Wagons (rated capacity) up to 3,000 gallons, Transit Mix and Wet or Dry Mix - 5 cu yds. and under, Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman, Tireman GROUP 2 Boom Truck/Hydra-lift or Retracting Crane, Challenger; Dumpsters or similar equipment all sizes, Dump Trucks/Articulated Dumps 6 cu to 10 cu ; Flaherty Spreader Driver or Leverman, Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials, Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on �ob site), Oil Distributor Driver or Leverman, Transit mix and wet or dry mix trcLks 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 zncluding 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, E'ire 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; pump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds and including 80 cu yds , and includes Articulated Dump Trucks, Skid Truck GROUP 7 Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof. over 80 cu yds and including 100 cu yds , includes Articulated Dump Trucks, Industrial Lift Truck (mechanical tailgate) http //www wdol gov/wdol/scafiles/davisbacon/WAl dvb�v=11 ' ' � ' ' 1 ' � � � ' ' ' ' ' �I , 7/9/2012 � �J ---------------------------------------------------------------- � TEAM0174-001 O1/O1/2012 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, SON, PACIFIC (North of a straight line made by extending the orth boundary line of Wahkiakum County west to the Pacific cean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES ' Rates Fringes �ruck drivers: ZONE A GROUP 1:.. , GROUP 2: . GROUP 3: GROUP 4: . GROUP 5• . . . $ 30 89 . . . . $ 30.05 . . . $ 27 24 . . .. .. $ 22.27 $ 30 44 16 08 16 08 16 08 16 08 . . . . 76 O8 ' ZONE B(25-95 miles from center of listed cities*) per hour to Zone A rates ZONE C(over 45 miles from centr of listed cities*) �$1 00 per hour to Zone A rates Add $ 70 Add *Zone pay will be calculated from the city center of the following listed cities �ELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE ' EATTLE PORT ANGELES MT VERNON KENT ACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS , GROUP 1-"A-frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom ' truck or similar equipment is used, Buggymobile, Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid ' Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity• � Over 30 yards $.15 per hour additional for each 10 yard increment, Explosive Truck (field mix) and similar equipment, Hyster Operators (handling bulk loose � aggregates); Lowbed and Heavy Duty Trailer, Road Oil Distributor Driver, Spreader, Flaherty Transit mix used exclusively in heavy construction, Water Wagon and Tank Truck-3,000 gallons and over capacity � GROUP 2- Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on �ob 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, �ttp //www wdol govlwdoUscafiles/davisbacon/WA1 dvb�v=11 Page 33 of 38 7/9/2012 Page 34 of 38 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 �urisdiction), 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 (Ad�ust Group 3 upward by $2 00 per hour for onsite work only) GROUP 4- Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT �ob, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows LEVEL C. +$ 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 con�unction with a chemical "splash suit." LEVEL A. +$ 75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line TEAM0760-002 06/O1/2009 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES ' � ❑ L� 1 ' � � � � � ' Truck drivers (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1 GROUP 1. ... . GROUP 2 .. .. . . GROUP 3. .. . . . . GROUP 4. . .. ... ... GROUP 5 .. . GROUP 6 GROUP 7 . GROUP 8 . . . Rates $ 20 02 $ 22.29 $ 22 79 $ 23.12 $ 23 23 $ 23 40 $ 23 93 $ 24 26 10 86 10 86 10 86 10 86 10 86 10 86 10 86 10.86 Zone Differential (Add to Zone 1 rate Zone 2-$2 00) http //www wdol gov/wdal/scafiles/davisbacon/WA1 dvb�v=11 Fringes � t � , � 7/9/2012 � ' BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston , Zone 1 0-45 radius miles from the main post office Zone 2 Outside 95 radius miles from the main post office �RUCK 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) ' CJ I� � ' � 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); 4Jrecker & 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 ) � � � f ' , 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), �ttp //www wdol gov/wdoUsc�les/davisbacon/WAl dvb�v=11 Page 35 of 38 7/9/2012 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 �ob, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows LEVEL C-D -$ 50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing LEVEL A-B -$1.00 PER HOUR (Uses supplied air is con�unction 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 ------------------------ ------------------------ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)) ---------------------------------------------------------------- \ The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/O1/2011 The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i e, Plumbers Local 0198 The next number, 005 in the example, is an internal number used in processing the wage determination Tt►e date, 07/O1/2011, following these characters is the effective date of the most current http //www wdol gov/wdoUscafiles/davisbacon/WAl dvb�v=11 Page 36 of 38 t ' ' ' ' ' ' ' � � ' ' ' ' � � , ' 7/9/2012 � � negotiated rate/collective bargaining agreement which would be �uly 1, 2011 in the above example Union prevailing wage rates will be updated to reflect any hanges in the collective bargaining agreements governing the �ate Non-Union Identifiers �lassifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may nclude both union and non-union data Example: SULA2004-007 /13/2010 SU indicates the rates are not union rates, LA indicates the State of Louisiana, 2004 is the year of the � urvey; and 007 is an internal number used in producing the age determinatlon. A 1993 or later date, 5/13/2010, indicates he classifications and rates under that identifier were issued as a General Wage Determznation on that date �urvey wage rates will remain in effect and will not change until a new survey is conducted �--------------------------------------------------------------- � be � * * t WAGE DETERMINATION APPEALS PROCESS Has there been an initial decision in the matter� This can 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 � n survey related matters, initial contact, including requests or summaries of surveys, should be with the Wage and Hour egional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the avis-Bacon survey program If the response from this initial ontact is not satisfactory, then the process described in 2) and 3) should be followed � ith regard to any other matter not yet ripe for the formal rocess 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 ) If the answer to the question in 1) is yes, then an nterested party (those affected by the action) can request eview and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 8 and 29 CFR Part 7) Write to , �ttp //www wdol gov/wdol/sc�les/davisbacon/WA1 dvb�v=11 Page 37 of 38 7/9/2012 Page 38 of 38 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, pro�ect 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 , ' t � � �� ' , ' � ' � 1 � � � � � http //www wdol.gov/wdoVsc�les/davisbacon/WA1 dvb�v=11 7/9/2012 a , ' 1 State of Washington Department of Labor & Industries Preva�ling Wa�e Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Page 1 of 15 ' Washington State Prevailing Wage The PREVAILING WAGES l�sted here mclude both the hourly wage rate and the hourly rate of frin�e ' benef�ts. On publ�c works pro�ects, worker's wage and benef�t rates must add to not less than th�s total. A br�ef descnption of overt�me calculat�on requ�rements are provided on the Benefit Code Key. ' Kt Journey Level Prevailing Wage Rates for the Effective Date• 7/17/2012 Asbestos Abatement Workers �t�tsap Carpenters I K�tsap Carpenters , tsap tsap tsap , Ki K�tsap Kitsap �tsap itsap , Krtsap Journey Level Journey Level Bnck And Block Fimsher Journey Level Pointer-Caulker-Cleaner Jamtor Shampooer /�ndow Cleaner �urney Level coustical Worker ndge, Dock And Wharf Creosoted Matenal Floor F�rnsher Floor Layer Floor Sander Sawfiler ry Power Saw Operato ry Woodwork�ng Tools Level Drver Drver On Standby Drver Tender Surface Rcv £t Rov Surface Rcv £t Rov Ass�stant Eng�neer Assistant Mate(dec �ttps //fortress wa gov/lni/wagelookup/prvWagelookup.aspx Tender Wage Hotic $40 03 5D $30 34 $41 41 5A $48 27 5A $48 27 � $9 04 $9 04 $9 04 $13 22 $23 72 $48 63 5D $48 47 5A $48 47 5D $48 57 5D $48 60 5D $48 60 5D $48 60 5D $48 60 5D $48 60 5D $48 60 5D $48 60 5D $49 15 7A $100.28 5D $56.68 5D $52.23 5D $52.23 5D $48.67 5A $49 57 5D $49.06 5D rtime� Note � 1 1M 1M 1 1 1 1 1 1M 1M 1M 1M 1M 1M � 1M 1M 1M 1 M 8A 1M 1M 1M ' 1B � 1T 8L 1T 8L 7/9/2012 Page 2 of 15' ,KTtsap Dredge Workers Eng�neer Welder $49.62 5D 1T 8L ' ,Kitsap Dred�e Workers Leverman, Hydraulic $51.19 5D 1T 8L K�tsap Dredge Workers Ma�ntenance $49.06 5D 1T 8L K�tsap DredQe Workers Mates And Boatmen $49 57 5D 1T 8L ' 'Krtsap Dredge Workers O�ler $49.19 5D 1T 8L Kitsap Drywatl Aaplicator Journey Level $48.47 5D 1M ' K�tsap Drywall Ta�ers Journey Level $48.79 5P 1 E ' ' K�tsap Electr�cal F�xture Ma�ntenance Journey Level $31.74 1 Workers K�tsap Electriaans - Inside Journey Level $51 26 1 ,' Kitsap Etectnaans - Motor Shoo Craftsman $15.37 1 K�tsap Electnaans - Motor Sho� Journey Level $14.69 1 ' Kitsap Electricians - Powerline Construct�on Cable Splicer $64 95 5A 4A Kitsap Electnaans - Powerlme Construct�on Certif�ed L�ne Welder $59.37� 5A 4A Kitsap Electnc�ans - Powerl�ne Construction Groundperson $42.16 5A 4A ' � K�tsap Electnc�ans - Powerl�ne Construction Head Groundperson $44 50 5A 4A , aKitsap Electric�ans - Powerlme Construct�on Heavy Line Equipment Operator $59 37 5A 4A Kitsap Electric�ans - Powerline Construction Jackhammer Operator $44 50 5A 4A � K�tsap Etectncians - Powerl�ne Construct�on Journey Level Lineperson $59.37 5A 4A 'K�tsap Electr�cians - Powerl�ne Construct�on Lme Equipment Operator $49 95 5A 4A ' Kitsap Etectnc�ans - Powerline Construct�on Pole Sprayer $59 37 5A 4A Kttsap Electnctans - Powerl�ne Construct�on Powderperson $44 50 5A 4A K�tsap Electrornc Techmcians Journey Level $44 78 7E 1 D ' Kitsap Elevator Constructors Mecharnc $75 24 7D 4A K�tsap Elevator Constructors Mechamc In Charge $82 00 7D 4A K�tsap Fabr�cated Precast Concrete Journey Level - In-Fa�tory Work Only $13.50 1 , Products Kitsap Fence Erectors Fence Erector $13.80 1 Kitsap Fence Erectors Fence Laborer $11.60 1 ' K�tsap Flae�ers Journey Level $33.93 7A 2Y �K�tsap Glaziers Journey Level $50 91 7L 1Y , Kitsap Heat ft Frost Insulators And Asbestos Journeyman $55 68 5J 15 Workers Kitsap Heatme Equioment Mechamcs Journey Level $67.82 7F 1 E ' K�tsap Hod Carners £t Mason Tenders Journey Level $41 28 7A 2Y Kttsap Industnal Eneme And Mach�ne Journey Levet $15 65 1 Mecharncs ' Kitsap Industr�al Power Vacuum Cleaner Journey Level $9.24 1 , K�tsap Inland Boatmen Boat Operator $51.95 5B 1 K K�tsap Inland Boatmen Cook $48.62 56 1 K ' K�tsap Inland Boatmen Deckhand $48 62 5B 1 K � K�tsap Inland Boatmen Deckhand Eng�neer $49.60 5B 1K K�tsap Inland Boatmen Launch Operator $50.80 5B 1 K � 1 K�tsap Inland Boatmen Mate $50.80 5B 1 K Kitsap Inspect�on/Cleamn�l5eal�nQ Of Cleaner Operator, Foamer Operator $9 73 1 �' https //fortress wa gov/Iru/wagelookup/prvWagelookup aspx 7/9/2012 0 ' Krtsap Grout Truck Operator $11 48 � K�tsap Inspect�on/Cleamn�/SealinQ Of Head Operator $12.78 ' Sewer £t Water Svstems 8v Remote Control K�tsap Ins�ect�on/Cleamng/Seal�nQ Of Tv Truck Operator $24 17 �K�tsap insulatioi ' Kitsap Ironwork Kitsap Laborers � Kttsap Laborers Kttsap Laborers K�tsap Laborers i Krtsap Laborers K�tsap Laborers K�tsap Laborers Laborers , K�tsap � Laborers Journey Level S48 47 5D Journeyman $58.27 71J Air, Gas Or Electrtc V�brating Screed $40 03 7A A�rtrac Dnll Operator $41 28 7A Ballast Regular Machme $40 03 7A Batch We�ghman $33 93 7A Bnck Pavers $40.03 7A Brush Cutter $40 03 7A Brush Hog Feeder $40 03 7A Burner $40 03 7A Ca�sson Worker $41 28 7A CarpenterTender $40 03 7A Cautker $40 03 7A Cement Dumper-pavmg $40 77 7A Cement Firnsher Tender $40 03 7A Change House Or Dry Shack $40 03 7A Chipp�ng Gun (under 30 Lbs ) $40 03 7A Ch�pping Gun(30 Lbs And Over) $40.77 7A Choker Setter $40 03 7A Chuck Tender $40.03 7A Clary Power Spreader $40 77 7A Clean-up Laborer $40 03 7A Concrete Dumper/chute Operator $40 77 7A Concrete Form Str�pper $40 03 7A Concrete Placement Crew $40 77 7A Concrete Saw Operator/core Driller $40.77 7A CrusherFeeder $33.93 7A Curmg Laborer $40.03 7A Demolit�on Wreck�ng �t Mov�ng $40.03 7A (�ncl Charred Material) D�tch D�gger $40.03 7A Drver $41.28 7A Dnll Operator (hydraut�c,d�amond) $40.77 7A Dry Stack Walls $40.03 7A Dump Person $40.03 7A 1 1 1 1M 10 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y Page 3 of 15 �ttps //fortress wa gov/lru/wagelookup/prvWagelookup aspx 7/9/2012 K�tsap ( Laborers I K�tsap Laborers , Kitsap Laborers , Kitsap Laborers ' Kitsap Laborers � K�tsap Laborers K�tsap Laborers ' Kitsap Laborers � K�tsap Laborers ' Kitsap � Laborers a K�tsap Laborers � K�tsap Laborers K�tsap Laborers � 1[�tcnn I nF�nrcrc � Kitsap Laborers , K�tsap Laborers � Kitsap Laborers � Kitsap Laborers Kitsap Laborers ' K�tsap ; K�tsap , K�tsap Laborers K�tsap Laborers � K�tsap Laborers 1 K�tsap Laborers � K�tsap Laborers � Kitsap Laborers � K�tsa� Laborers K�tsap K�tsap Epoxy Techmaan Erosion Control Worker Fatler &t Bucker Cham Saw Fine Graders F�rewatch Form Setter Gab�an Basket Buitders General Laborer Grade Checker tt Transit Person Gnnders Grout Machme Tender Groutmen (pressure)includ�ng Post Tens�on Beams Guardrail Erector Hazardous Waste Worker (level A) Hazardous Waste Worker (level B) Hazardous Waste Worker (level C) H�gh Scaler Jackhammer Laserbeam Ooerator IMamtenance Person Manhole Bu�lder-mudman Material Yard Person Motorman-d�nky Locomot�ve Nozzleman (concrete Pump, Green Cutter When Us�ng Combination Of H�gh Pressure Air �t Water On Concrete 8 Rock, Sandblast, Gumte, Shotcrete, Water Bla Pavement Breaker Pilot Car Pipe Layer Lead ' Ptpe Layer/ta�lor P�pe Pot Tender P�pe Rehner P�pe Wrapper Pot Tender Powderman Powderman's Helper Power Jacks Ra�lroad Sp�ke Puller - Powe� Raker - Asphalt Re-timberman Remote Equ�pment Operator R��Qer/si�nal Person https //fortress wa gov/lm/wagelookup/prvWagelookup aspx $40 03 $40.03 $40 77 $40 03 $33 93 $40 03 $40.03 $40 03 $41.28 $40.03 $4 0 $40.77 $40.03 $41 28 $40.77 $40.03 $41 28 $40 77 $40 77 $40 03 $40.77 $40 03 $40 77 $40.77 $40.77 $33 93 $41 28 $40 77 $40 77 $40 77 $40.77 $40.03 $41 28 $40.03 $ao n $40.77 $41.28 $41.28 $40.77 $40.77 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y � � � . � • � � � � � � � � � � 1 � � � � � � � — � � � � — � � � � � � � � � � � � � � , � ' � — ' , ; Kitsap Laborers 'Kitsap Laborers K�tsap Laborers ' = K�tsap Laborers Kitsap Laborers ; Kttsap Laborers , K�tsap Laborers K�tsap K�tsap Kitsap � Kitsap Laborers Kitsap Laborers � Kitsap Laborers � Kitsap Kitsap Kitsap K�tsap Laborers Kitsap Laborers Kitsap Laborers � K�tsap Laborers Kitsap Laborers 'K�tsap Laborers � K�tsap Laborers ; Kttsap Laborers Kitsap Laborers - Under�round Sewer Ft Water Kitsap Laborers - Underground Sewer � � Water Rip Rap Person $40.03 7A Rrvet Buster $40 77 7A Rodder $40 77 7A Scaffold Erector $40.03 7A Scale Person $40 03 7A Sloper (over 20") $40 77 7A Stoper Sprayer $40 03 7A Spreader(concrete) $40 77 7A Stake Hopper $40 03 7A Stock P�ler $40 03 7A Tamper �t S�m�lar Electric, A�r Et Gas $40.77 7A Operated Tools Tamper (mult�ple �t Self-propelted) $40 77 7A T�mber Person - Sewer (tagger, $40 77 7A Shorer tt Cnbber) Toolroom Person (at Jobsite) $40 d3 7A Topper $40 03 7A Track Laborer $40.03 7A Track Liner (power) $40 77 7A Truck Spotter $40 03 7A Tugger Operator $40 77 7A Tunnel Work-Compressed A�r Worker $52 08 7A 0-30 ps� Tunnet Work-Compressed Air Worker $57.08 7A 30 01-44.00 psi Tunnel Work-Compressed Air Worker $60 76 7A 44 01-54.00 psi Tunnel Work-Compressed Air Worker $66 46 7A 54 01-60.00 psi Tunnel Work-Compressed Air Worker $b8 58 7A 60 01-64.00 ps� Tunnel Work-Compressed Air Worker $73 68 7A 64.01-68.00 ps� Tunnel Work-Compressed A�r Worker $75 58 7A 68 01-70.00 ps� Tunnel Work-Guage and Lock Tender $41 38 7A Tunnel Work-M�ner $41.38 7A Vibrator $40.77 7A V�nyl Seamer $40 03 7A Watchman $30.84 7A Welder $40.77 7A Well Pomt Laborer $40 77 7A W�ndow Washer/cleaner $30 84 7A General Laborer �t Topman $40.03 7A P�pe Layer S40.77 7A Page 5 of 15 2Y 2Y ' 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y a � 2Y ' 2Y 2Y 2Y 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y � � ' �. �. � � � � 2Y 8�(, 2Y 2Y � 2Y ( 2Y � 2Y 2Y 2Y 2Y �ttps //fortress wa gov/ln�/wagelookup/prvWagelookup aspx 7/9/2012 � K�tsap Landscape Construction � K�tsap Landscaue Construct�on ' Kitsap Landscape Construct�on � K�tsap � K�tsap Kitsap � Kitsap K�tsap K�tsap Kitsap � K�tsap , K�tsap , K�tsap Kitsap Kitsap K�tsap � n���aN r v��ci �.a�u�vn_c_i� vuc� a��i � Kitsap Power Eau�oment Operators Kitsap Power Equ�ument Operators K�tsap Power Equ�pment O�erators K�tsap Power Equ�pment O�erators K�tsap Power Epuiqment Operators Kitsap Power Equ�ament Operators Kitsap Power Equ�ament Operators , Krtsap Power Equ�ament Operators K�tsap Power Eau�pment Ouerators , K�tsap Power Eauiament Ooerators � K�tsap Power Equ��ment Ooerators K�tsap Power Equipment Operators Kitsap �Power Equ�nment Operators Irngat�on Or Lawn Spnnkler $9 25 Installers Landscape Equ�pment Operators Or $10 05 Truck Dnvers Landscap�ng Or Plantmg Laborers $12 92 JOURNEY LEVEL $21 00 Journey Level $48 27 5A F�tter $26.96 Laborer $9 04 Machine Operator $13 83 Welder $13 83 Journey Level $44.89 Cab�net Assembly $11 56 Electric�an $11 56 Equipment Mamtenance $11 56 Plumber $11 56 Product�on Worker $9.40 Tool Ma�ntenance $11 56 Ut�bty Person $11.56 Welder $11.56 Journey Level $35 72 6Z Journey Level $48 67 5A Journey Level $46 88 � Journey Level $9 04 Journey Level $61 57 5A Asphalt Plant Operators $50.39 7A Ass�stant Engmeer $47 12 7A Barner Machme (zipper) $49.90 7A Batch Plant Operator, Concrete $49.90 7A Bobcat $47.12 7A Brokk - Remote Demol�tion $47.12 7A Equ�pment Brooms $4712 7A Bump Cutter $49 90 7A Cableways $50.39 7A Ch�pper $49.90 7A Compressor $47.12 7A Concrete Pump Truck Mount W�th $50.39 7A Boom Attachment Over 42 M Concrete F�rnsh Mach�ne -laser $47 12 7A Screed Concrete Pump - Mounted Or Trailer $49 48 7A H�gh Pressure L�ne Pump, Pump High Pressure Concrete Pump. Truck Mount W�th $49.90 7A https //fortress wa gov/ln�/wagelookup/prvWagelookup aspx 1 1 1 1 1M 1 1 1 1 1 1 1 1 1 1 2B 1M 1R 1 1G 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1l' Page 6 of 15 , , ' ' ' , ' ' � � ' � 8P I 8P 8P ' 8P 8P ' 8P 8P ' 8P 8P 8 P , 8P 8P { 8P I 8P I 8P ' 7/9/2012 � ' . Kitsap Power Equioment Operators K�tsap Power Equ�pment Operators 1 ' Krtsap Power Equ�nment Operators , K�tsap tsap Power Equi�ment Operators Power Equipment Operators ��tsap Power Eauipment Operators tsap tsap tsa �tsap Power Equiament Operators K�tsap Power Equ�ament OQerators K�tsap Power Equipment Operators �tsap Power Eau�ument Onerators itsap Power Equ�ument Operators K�tsap Power �Equ�pment Operators K�tsap Boom Attachment Up To 42m Conveyors $49 48 Cranes 20 Tons Through 44 Tons $49 90 W�th Attachments Overhead, Br�dge Type Crane 20 Tons Through 44 Tons Cranes 100 Tons Through 199 Tons, $50 94 or 150' of boom (includ�ng �ib v�nth attachments), Overhead, bndge type, 100 tons and over, Tower crane up to 175' �n height, base to boom Cranes 200 Tons To 300 Tons, Or $51.51 250' Of Boom (�ncluding J�b W�th Attachments) Cranes 45 Tons Through 99 Tons, $50 39 Under 150' Of Boom (�nduding Jib With Attachments) Cranes A-frame - 10 Tons And Under $47 12 Cranes Fnction 100 Tons Through $51.51 199 Tons Cranes Fnct�on Over 200 Tons $52 07 Cranes Over 300 Tons Or 300' Of $52 07I Boom (�ncluding J�b With = Attachments) Cranes Through 19 Tons W�th $49.48 Attachments A-frame Over 10 Tons Crusher $49.90 Deck Engmeer/deck Wmches $49 90 (power) Derncks, On Bu�tdmg Work $50.39 Dozer Quad 9, HD 41, D10 and Over $50 39 Dozers D-9 £t Under $49 48 Dntl Oilers Auger Type, Truck Or $49.48 Crane Mount Drilling Machme $49 90 Elevator And Man-l�ft• Permanent $47.12 And Shaft Type Fimshing Machme, B�dwell And $49 90 Gamaco £t Similar Equ�pment Forklift: 3000 Lbs And Over W�th $49 48 Attachments Forkl�fts• Under 3000 Lbs With $47.12 Attachments Grade Engineer Usmg Blue Prtnts, $49.90 Cut Sheets, Etc Gradechecker/stakeman $47 12 Guardra�l Punch/Auger $49.90 Hard Ta�t End Dump Art�culat�ng Off- $50.39 Road Equ�pment 45 Yards ft Over Page 7 of 15 7A 1T 8P 7A 1T 8P 7A � 1T � 8P 7A 1T 7A 1T 8P 8P 7A 1T 8P 7A 1T 8P 7A 1T 8P 7A 1T 8P 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 1T 8P � 1T 8P ' ' 1l' 8P 1T 8P ° 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 8P 8P 8P SP 8P 8P 8P � 8P 8P � �ttps //fortress wa.gov/lxu/wagelookup/prvWagelookup aspx 7/9/2012 , K�tsap ' Kitsap Kitsap K�tsap � K�tsap Kitsap Power Equioment Operators j Kitsap Power Equ�pment Operators K�tsap K�tsap , K�tsap � Kitsap K�tsap �Power Eauipment Operators K�tsap Kitsap Kitsap K�tsap Power Equipment Ooerators K�tsap Power Equi�ment O�erators Kitsap Power Equ�pment Operators K�tsap Power Epu�pment O�erators K�tsap Power Eau�oment Operators K�tsap Power Equ��ment Operators K�tsap ' Kitsap + Krtsap � Kitsap � Kitsap Kitsap Kitsap K�tsap Hard Ta�l End Dump Articulating Off- $49 90 road Equipment Under 45 Yards Honzontal/d�rect�onal Dnit Locator $49.48 Horizontal/d�rectional Drill Operator $49 90 Hydralifts/boom Trucks Over 10 $49 48 Tons Hydralifts/boom Trucks, 10 Tons And $47 12 Under Loader, Overhead 8 Yards £t Over $50 94 Loader, Overhead, 6 Yards But Not $50.39 Includmg 8 Yards Loaders, Overhead Under 6 Yards $49 90 Loaders, Plant Feed $49.90 Loaders. Elevatmg Type Belt $49 48 Locomotrves, All $49 90 Matenal Transfer Device $49 90 Mechamcs, All (leadmen - SO 50 Per $50 94 Hour Over Mecharnc) Mixers Asphalt Ptant $49 90 Motor Patrol Grader - Non-firnsh�ng $49 48 Motor Patrol Graders, Fm�sh�ng $50.39 Muck�ng Machine, Mole, Tunnel Dnll, $50 39 'Bonng, Road Header And/or Sh�eld O�l Distnbutors, Blower D�stnbut�on $47 12 £t Mulch Seed�ng Operator Outs�de Ho�sts (elevators And $49 48 Manl�fts), A�r Tuggers,strato Overhead, Br�d�e Type 45 Tons $50 39 Through 99 Tons Pavement Breaker $47.12 P�le Dnver (other Than Crane Mount) $49.90 Plant O�ler - Asphatt, Crusher $49 48 Posthole Digger, Mechamcal $47 12 Power Plant $47 12 Pumps - Water $47 12 Quick Tower - No Cab, Under 100 $47 12 Feet In He�ght Based To Boom Remote Control Operator On Rubber $50 39 Tired Earth Movmg Equipment R�gger And Bellman $47 12 Rollagon $50 39 Roller, Other Than Plant M�x $47.12 Roller, Plant M�x Or Mult�-lift $49 48 Matenals Roto-m�ll, Roto-gnnder $49.90 Saws - Concrete $49.48 Scraper, Setf Propelled Under 45 $49.90 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A' 7A 7A' 7A 7A 7A 7A 7A 7A 7A 7A https //fortress wa gov/ln�/wagelookup/prvWagelookup aspx � 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 9T 1T 1T 1T 1T 1T 1T 1T 1T Page 8 of 15' 8P ' 8 P I 8P 8P ; ' 8P 8P ' 8P 8 P ' 8P 8P 8P ' 8P 8P � 8P 8 P 1 8P 8P ' 8P 8P ' 8 P � 8P 8P 8 P ' 8P 8P 8P ' 8P � ' 8P 8P ' 8P 8P 8P ; , 8P 8P � 7/9/2012 0 , � K�tsap � Kitsap Power Equ�pment Operators K�tsap Power Equipment O�erators K�tsap Power Equiament O�erators � Krtsap Power Equ�pment Operators K�tsap Power Eaui�ment O�erators K�tsap K�tsap � �Kitsap Power Equipment OQerators �tsap Power Equ�pment Operators �tsap K�tsap �tsap K�tsap itsap � rtsap ; Krtsap �tsap Power EQU�ament Operators Power Eau�ament O�erators Power EQUipment Operators Power Equ�pment Operators- Scrapers - Concrete £c Carry All $49 48 Scrapers, Self-propelled: 45 Yards $50.39 And Over Service Eng�neers - Equ�pment - $49 48 Shotcrete/gumte Equipment $47.12 Shovel,Excavator, Backhoe, $49.48 Tractors Under 15 Metnc Tons. Shovel, Excavator, Backhoe: Over 30 $50 39 Metnc Tons To 50 Metr�c Tons Shovel, Excavator, Backhoes, $49 90 Tractors 15 To 30 Metnc Tons Shovel, Excavator, Backhoes Over $50 94 50 Metnc Tons To 90 Metnc Tons Shovel, Excavator, Backhoes• Over $51.51 90 Metru Tons � Sl�pform Pavers $50 39 Spreader, Tops�der �t Screedman $50 39 Subgrader Trimmer $49 90 Tower Bucket Elevators $49 48 Tower Crane Over 175'm He�ght, $51.51 Base To Boom Tower Crane Up To 175' In Height $50 94 - Base To Boom Transporters, All Track Or Truck $50 39 Type Trenchmg Machmes $49.48 Truck Crane O�ler/dnver - 100 Tons $49.90 And Over Truck Crane O�ler/drrver Under 100 $49 48 Tons Truck Mount Portable Conveyor $49.90 Welder $50 39 Wheel Tractors, Farmall Type $47 12 Yo Yo Pay Dozer $49 90 Asphalt Plant Operators $50 39 Ass�stant Eng�neer $47.12 Barner Machine (z�pper) $49 90 Batch Plant Operator, Concrete $49.90 Bobcat $47.12 Brokk - Remote Demol�t�on $47.12 Equ�pment ��tsap IPower Equipment Operators- Brooms $47.12 �ttps //fortress wa gov/lni/wagelookup/prvWagelookup aspx 7A 7A 7A 7A 7A 7A 7A 7A 7A Z� 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T Page 9 of 15 8P 8P 8P , 8P � � 8P 8P , 8P ' 8P ' 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 7/9/2012 K�tsap Power Equipment Operators- Under$round Sewer Ct Water K�tsap Power EQU�pment Operators- Under�round Sewer �t Water ' Kitsap Power Equipment Operators- ' Underground Sewer tt Water Kitsap Power Equ�pment Operators- Under�round Sewer £t Water K�tsap Power Eau�ament Operators- Under�round Sewer £t Water K�tsap Power Equipment Operators- Undereround Sewer 8 Water K�tsap Power Eau�pment Operators- Kitsap Power Eauipment Operators- Under�round Sewer 8 Water Kitsap Power Eau�pment Operators- Under�round Sewer 8 Water Kitsap Power Eau�pment Operators- Kitsap K�tsap Power Equipment Operators- Underground Sewer Ft Water Kitsap Power Eou�pment Operators- Underground Sewer E� Water Kitsap Power Equipment Operators- Underground Sewer Ft Water K�tsap Power Equ�pment O�erators- Under�round Sewer �t Water K�tsap Power Equ�pment Operators- Under¢round Sewer £t Water ' Kitsap ' Krtsap � K�tsap , Kitsap Kitsap K�tsap Bump Cutter $49.90 7A Cableways $50 39 7A Ch�pper S49.90 7A Compressor $4712 7A Concrete Pump Truck Mount W�th $50.39 7A Boom Attachment Over 42 M Concrete Fimsh Machine -laser $47 12 7A Screed Concrete Pump - Mounted Or Tra�ler $49 48 7A High Pressure Line Pump, Pump Hi�h Pressure Concrete Pump Truck Mount W�th $49 90 7A Boom Attachment Up To 42m Conveyors $49.48 7A Cranes 20 Tons i'hrough 44 Tons $49 90 7A With Attachments Overhead, Br�dge Type Crane 20 Tons Through 44 Tons Cranes• 200 Tons To 300 Tons, Or $51.51 7A 250' Of Boom (�ndud�ng J�b With Attachments) Cranes 45 Tons Through 99 Tons, $50 39 7A Under 150' Of Boom (includ�ng J�b W�th Attachments) Cranes. A-frame - 10 Tons And Under $47 12 7A Cranes Fnction 100 Tons Through $51 51 7A 199 Tons Cranes Fnct�on Over 200 Tons $52 07 7A Cranes• Over 300 Tons Or 300' Of $52.07 7A Boom (includ�ng Jib W�th Attachments) Cranes Through 19 Tons With $49 48 7A Attachments A-frame Over 10 Tons Crusher $49 90 7A Deck Eng�neer/deck Wmches $49.90 7A (power) Derncks, On Bu�lding Work $50.39 7A Dozer Quad 9, HD 41, D10 and Over $50 39 7A Dozers D-9 8 Under $49.48 7A https //fortress wa gov/Ixu/wagelookup/prvWagelookup aspx 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T Page 10 of 15' 8P I SP t 8P 8P � 8P ' 8P 8P ' SP 1 8P ' 8P � 8P � 8P � 8P 8P � 8P ' 8P 8P ' 8P � I 8P ' 8P ' 8P � 8P , , ' 7/9/2012 � ' �tsap K�tsap �tsap itsap K�tsap ,4tsap Power Eau�ament Operators- Underground Sewer £� Water ' rtsap Power Equ��ment Operators- UnderEround Sewer £t Water ; Kitsap Power Eau�pment Oaerators- Under�round Sewer tt Water itsap Power EQU�ament Operators- Underground Sewer £t Water �tsap Power Eau�pment Operators- Undereround Sewer £t Water �tsap Power EQU�oment Oqerators- Undereround Sewer £t Water �tsap Power Equipment Oaerators- Under�round Sewer £t Water �tsap Power Equ�ament Operators- Under�round Sewer £t Water itsap Power Eau��ment Operators- Underground Sewer ft Water itsap Power Equinment Operators- Under�round Sewer £t Water Kitsap Power Equ��ment Operators- Under�round Sewer Tt Water itsap Power Eauipment Oaerators- Under�round Sewer �t Water �tsap Power Eauipment Operators- Underground Sewer �t Water K�tsap Power Equ�pment Operators- ��tsap � Kitsap Kitsap Dnit Oilers Auger Type, Truck Or $49 48 Crane Mount Dniting Machine $49.90 Elevator And Man-l�ft• Permanent 547 12 And Shaft Type F�msh�ng Machine, B�dwell And $49 90 Gamaco Et S�milar Equ�pment Forklift 3000 Lbs And Over W�th $49 48 Attachments Forkl�fts. Under 3000 Lbs W�th $47 12 Attachments Grade Engmeer• Usmg Blue Pr�nts, $49.90 Cut Sheets, Etc Gradechecker/stakeman $47 12 Guardrail Punch/Auger $49 90 Hard Ta�l End Dump Articulatmg Off- $50.39 Road Equ�pment 45 Yards. £t Over Hard Ta�l End Dump Articulating Off- S49 90 road Equ�pment Under 45 Yards Honzontal/directional Dnll Locator $49 48 Honzontal/directional Dr�ll Operator $49.90 Hydral�fts/boom Trucks Over 10 S49 48 Tons Hydral�fts/boom Trucks, 10 Tons And $47.12 Under Loader, Overhead 8 Yards 6c Over $50 94 Loader, Overhead, 6 Yards But Not $50 39 Including 8 Yards Loaders, Overhead Under 6 Yards $49 90 Loaders, Plant Feed $49.90 Loaders Elevat�ng Type Belt $49 48 Locomotives, Atl $49 90 Matenal Transfer Dev�ce $49.90 Mecharncs, All (leadmen -$0 50 Per $50 94 Hour Over Mechamc) Mixers• Asphalt Plant $49.90 Motor Patrol Grader - Non-f�rnsh�ng $49 48 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A Page 11 of 15 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 8P 8P 8P 8P � 8P 8P � 8P � 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P �ttps //fortress wa gov/lru/wagelookup/prvWagelookup aspx 7/9/2012 I K�tsap Power Equ�pment Onerators- Under�round Sewer £t Water � Kitsap Power Equi�ment Operators- Underground Sewer �t Water Kitsap Power Equ�pment Operators- Underground Sewer tt Water ' K�tsap Power Equipment Operators- Under�round Sewer 8 Water K�tsap Power Equ��ment Oeerators- Under�round Sewer £t Water K�tsap Power Equ�pment Operators- Under�round Sewer &t Water K�tsap Power Equ�pment Operators- Under�round Sewer �t Water K�tsap Power Eau�ument O�erators- Under�round Sewer £t Water Kitsap Power Eau�ament Operators- Under�round Sewer St Water K�tsap Power Equ�pment Operators- Under�round Sewer £t Water K�tsap Power Equ�ament Operators- UnderQround Sewer Ft Water K�tsap Power Equ�pment Operators- Undereround Sewer &t Water K�tsap Power Equ�pment Operators- Underground Sewer tt Water Kitsap Power Eau��ment Operators- UnderQround Sewer £t Water K�tsap Power Eau�ament O�erators- Under�round Sewer � Water Kitsap Power Equ�pment Operators- Under�round Sewer £t Water Kitsap Power Eau��ment Operators- Underground Sewer tt Water Kitsap Power Equipment Operators- Underground Sewer £� Water Kitsap Power Equ�pment O�erators- Underaround Sewer £t Water K�tsap Power Eau�pment Operators- UnderQround Sewer £t Water K�tsap Power Eau�pment Operators- Undereround Sewer �t Water K�tsap Power Eau�pment Operators- Underaround Sewer �t Water Kitsap Power Eau��ment Operators- Under$round Sewer &t Water Kitsap Power Equ�pment Operators- Under�round Sewer £t Water K�tsap Power Eau�pment Ouerators- Motor Patrol Graders, F�msh�ng $50 39 7A Muckmg Mach�ne, Mole, Tunnel Drill, $50.39 7A Bor�ng, Road Header And/or Sh�eld Oil Distnbutors, Blower D�stribut�on $47 12 7A �t Mulch Seeding Operator Outside Ho�sts (elevators And $49 48 7A Manl�fts), Air Tuggers,strato Overhead, Bndge Type• 45 Tons $50.39 7A Through 99 Tons Pavement Breaker $47.12 7A , 'P�le Driver (other Than Crane Mount) $49 90 7A Plant O�ler - Asphalt, Crusher $49.48 7A Posthole D�gger, Mecharncal $47.12 7A Power Plant $47.12 7A Pumps - Water $47 12 7A Qu�ck Tower - No Cab, Under 100 $47 12 7A Feet In Height Based To Boom Remote Control Operator On Rubber $50.39 7A T�red Earth Movmg Equ�pment R�gger And Bellman $47.12 7A Rollagon $50.39 7A Rotter, Other Than Plant M�x $47 12 7A Rotler, Plant M�x Or Multi-l�ft $49 48 7A Matenals Roto-m�ll, Roto-grinder $49.90 7A Saws - Concrete $49.48 7A Scraper, Self Propelled Under 45 $49 90 7A Yards Scrapers - Concrete £t Carry All $49 48 7A Scrapers, Self-propelled 45 Yards S50.39 7A And Over Serv�ce En��neers - Equ�pment $49.48 7A Shotcrete/gumte Equ�pment $47.12 7A Shovel , Excavator, Backhoe, $49 48 7A Tractors Under 15 Metnc Tons https //fortress wa gov/ln�/wagelookup/prvWagelookup aspx 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T Page 12 of 15' 8P ' 8P 8P t 8P ' 8F' 8P I 8P ' 8P 8P ' 8P ' � 8P I � 8P ' 8P � 8P � 8P 8P � 8P ' 8P 8P � 8P ' 8P 8P � I 8P 1 8P t 7/9/2012 0 ' K�tsap Power Eauipment Operators- Undereround Sewer &t Water K�tsap Power Eauiument Operators- f K�tsap K�� Kitsap K�tsap K�� K�tsap Kitsap Ki I� K�tsap Kitsap K�tsap Undersround Sewer �t Water Power Eau�ament Operators- Underground Sewer £t Water 'K�tsap Power Equipment Operators- Under�round Sewer &t Water K�tsap Power Epuioment Operators- Underground Sewer �t Water K�tsap Power Equipment Operators- ! Undersround Sewer St Water K�tsap Power Eauipment Onerators- tsap , K�tsap Refngerat�on £t A�r Conditiornng ' Mechamcs �tsap Resident�al Bnck Mason � K�tsap Residential Car�enters �K�tsap Res�dential Cement Masons Shovel, Excavator, Backhoe• Over 30 $50.39 Metnc Tons To 50 Metr�c Tons Shovel, Excavator, Backhoes, $49 90 Tractors 15 To 30 Metnc Tons Shovet, Excavator, Backhoes• Over $50 94 50 Metnc Tons To 90 Metnc Tons Shovel, Excavator, Backhoes• Over $51 51 90 Metnc Tons Sl�pform Pavers $50 39 Spreader, Tops�der £t Screedman $50 39 Subgrader Tnmmer $49 90 Tower Bucket Elevators $49 48 Tower Crane Over 175'm He�ght, $51 51 Base To Boom Tower Crane Up To 175' In Height $50 94 Base To Boom Transporters, All Track Or Truck $50 39 Type 'Trench�ng Mach�nes $49 48 Truck Crane O�ler/drrver - 100 Tons $49 90 And Over Truck Crane O�ler/dnver Under 100 $49 48 Tons Truck Mount Portabte Conveyor $49 90 Welder $50.39 Wheel Tractors, Farmall Type $47 12 Yo Yo Pay Dozer $49.90 Journey Level in Charge $42 91 Spray Person $40.73 Tree Equ�pment Operator $41.29 Tree Tnmmer $38.38 Tree Tnmmer Groundperson $28.95 Mechamc $61.57 Journey Level $17.04 Journey Level $38 08 Journey Level $30.87 Journey Level $38.08 Journey Level $20.00 �ttps //fortress wa gov/lru/wagelookup/prvWagelookup aspx 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 5A 5A 5A 5A Page 13 of 15 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 8P 8P , 8P 8P , 8P I 8P 8P � SP 8P 8P ` $P , 8P 8P 8P 8P 8P 8P 8P ; 4A 4A 4A 5A 1 G 1 ' 5D 1M 1 5D 1M 1 7/9/2012 ; K�tsap ( Residential Electr�c�ans � Kitsap Residential Glaz�ers i Kitsap Res�dential Painters ,� K�tsap Res�dential Plumbers &t P�pefitters Krtsap Resident�al Refr�eeration £t Air , Condrt�omn� Mechamcs K�tsap Krtsap Restdential Terrazzo/Tile Fm�shers K�tsap Res�dent�al T�le Setters K�tsap Kitsap K�tsap Sh�pbuildmg £t Ship Repair Kitsap Shipbuildm� �t Sh�n Repair K�tsap Shi�bu�ldin� �t Sh�p Repa�r Kitsap K�tsap K�tsap K�tsap K�tsap K�tsap Kitsap K�tsap K�tsap Journey Level Journey Levet Journey Level Journey Level Journey Level Journey Level Journey Level Journey Level Journey Level (Field or Shop) Journey Level Journey Level Journey Level Journey Level Journey Levet Journey Level Journey Level ,Us�ng Irritable Brtum�nous Matenals Journey Level (Field or Shop) CARPENTER ELECTRICIAN Heat £t Frost Insulator Laborer MACHINIST OPERATOR Pamter PIPEFITTER RIGGER Sheet Metal SHIPFITTER WELDER/BURNER Journey Level Journey Level Journey Level Journey Level Journey Level Journey Levet Journey Level Journey Level Ass�stant Construction S�te Surveyor Cha�nman https://fortress wa gov/lru/wagelookup/prvWagelookup aspx $27 00 $50.91 7L $13 96 $16 89 $17 04 $19.52 $21 11 $17 64 $28 95 519.38 S27 74 $48 27 5A $9.04 $30 26 $31 14 $43.65 5A $46 65 5A $67.82 7F $19 29 $25.53 $55.68 5J $19 64 $19 29 $19 44 $35 72 6Z $19 29 $19.29 $22.21 $19.29 $19.29 $20 58 $9.27 $41 95 5A $10.31 $68 79 5C $13.23 $48.27 5A $16 00 $49.48 7A $48.96 7A 1 8 � � � � � � � 1 1 1 1R 1 1 1S 1 1 26 1 1 1 1 1 1 1 1X 1 1M 1 1T � � � _ � � � � � � � � . � � . � � � � � � � � � � � � � � � � � � � � , � � � , � , � � ' 1 — ' i K�tsap Tetephone L�ne Construction - Outside � K�tsap Telephone L�ne Construction - Outside � K�tsap Telephone L�ne Construct�on - Outs�de , K�tsap Telephone Line Construction - Outstde K�tsap Telephone Line Construction - Outs�de K�tsap Telephone Line Construct�on - Outside I K�tsap Telephone L�ne Construct�on - Outside K�tsap Telephone Line Construct�on - i Outside ' K�tsap Telephone L�ne Construction - Outs�de , Kitsap Telephone Line Construction - Tele�hone Line Construction - Outside i n�uaN � � c�cu� ivi �c �n ic �.v� iau u���v� i K�tsap Truck Dr�vers Construct�on S�te Surveyor Journey Level Cable Splicer Hole D�gger/Ground Person Installer (Repairer) Speaal Aparatus Installer I Spec�al Apparatus Installer 11 Telephone Equipment Operator (Heavy) Telephone Equ�pment Operator (Ltght) Telephone Lineperson Telev�s�on Groundperson Telev�s�on Lineperson/Installer Television System Techmc�an Tetevis�on Techmcian Tree Tnmmer Journey Level Journey Levet Journey Level Journey Level Asphalt M�x Over 16 Yards (W. WA- Joint Counctl 28) Asphalt Mix To 16 Yards (W WA- Jomt Counal 28) Dump Truck Dump Truck And Trailer Other Trucks Trans�t Mixer '�K�tsap Well Drillers £t Irn�at�on Pum� Irngat�on Pump installer � Instal ers K�tsap Well Drillers �t Irn�at�on Pum� Oiler , Installers �� Krtsap Well Dritlers £t Irnqat�on Pumg Well Dr�ller ' Installers ' �ttps //fortress wa gov/lru/wagelookup/prvWagelookup.aspx $50 39 7A $36 82 7E $34 20 5A $18.72 5A $32 78 5A $34 20 5A $33.51 5A $34.21 5A $31 81 5A $31.81 5A $18.16 5A $24 09 5A $28 72 5A $25 81 5A $31.82 5A $43.93 5A $43 93 5A $12 00 $40.73 7A $46 97 5D $46 13 5D $19 60 $19 60 $18.37 $20.79 $13 17 $14 08 $14 40 Page 15 of 15 1T � 8P 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 26 2B 1M 1 1K 3A 3A 1 1 1 1 1 1 1 , 8L i 8L � 7/9/2012 3 � � ' ' ' ' ' ' BENEFIT CODE KEY - EFFECTIVE 03-02-2012 THRU 08-30-2012 **sr*rr�:s*s:s*�:�*ssrs►r**rx*****�rs�a►*stssx�tart*s�*r�s�s�*sss�r�r�s��*s***r*ss�::c�*+***rrs:rt�**s*�***r*ssr�r�ss��xrs�* OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOiJRLY RATE ACTUALLY PAID TO THE WORKER ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAQ.ING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER 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 SANRDAYS 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 TFIE HOURLY RATE OF WAGE C Tf� FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND TI� FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES TF� HOURLY RATE OF WAGE ALL OT'I�R OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE D Tf� F[RST TWO (2) HOURS BEFORE OR AF7'ER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND T'f� FIRST EIGHT (S) HOURS WORKED 7'I� NEXT DAY AFTER EITI-IER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TTMES TI 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-I-IALF TIMES Tf� FIOURLY RATE OF WAGE ALL OTI-IER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SI-IALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE � LJ I�J , ' ' ' � 1 ' ' F THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROLJGH FRIDAY AND THE FIRST TEN (10} HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES Ti� HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE TI-IE 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 (l0) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES TI� 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 PA1D AT DOUBLE TI-� HOURLY RATE OF WAGE H ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDIT[ONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TT1�S 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 I ALL HOURS WORKED ON SUNDAYS AND HOt,IDAYS SHALL ALSO BE PAID AT ONE AND 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 TF� HOURLY RATE OF WAGE ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE TI-� HOURLY RATE OF WAGE K ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES Tf� HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE 'TI� HOURLY RATE OF WAGE L ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY T'�IROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE 'TI-� HOURLY RATE OF WAGE M ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATI-IER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES TI� HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE TI-IE HOURLY RATE OF WAGE N ALL HOURS WORKED ON SAT[JRDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF T[MES TI� HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ' BENEFIT CODE KEY - EFFECTIVE 03-02-2012 THRU 08-30-2012 - 2 - O TE� FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES TI� HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFI'ER 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 TI-� HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE Q TI-� FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS M�NDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES TI-� 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 DAI� SHALL BE PAID AT DOUBLE TI� HOURLY RATE OF WAGE ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE- HALF TI1V�S TE� HOURLY RATE OF WAGE R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TTMES THE HOURLY RATE OF WAGE S 'TI-IE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE F1RST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS AND ALL OTI-�R OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PALD AT DOUBLE T[� HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES TI-� HOURLY RATE OF WAGE T WORK PERFORIVIED M EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN {10) HOURS OF STRAIGHT TIME PER DAY WI-�N FOUR TEN (10) HOUR SI-IIFTS ARE ESTABLISHED, OR FORTY (40) HOURS OF 3TRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF "I'I-IE 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 Tf� STRAIGHT TiN� RATE OF PAY T'f� EMPLOYER SHALL HAVE TI� SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO TI� WORK TO BE PERFORMED ON OVERTIME SITUATIONS AFTER AN EMPLOYEE HAS WORKED EIGHT (S) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTiME RATE UNTIL SUCH 1'IME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE U V W 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 TI-IE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES TI-� HOURLY RATE OF WAGE ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS DUE TO CONDI7'IONS BEYOND THE CONTROL OF 'I'I� 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 TEIE FIRST FOUR (4) �IOURS AFTER E1GHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND TI-� FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TTMES 'I'I� HOURLY RATE OF WAGE ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE TI-IE 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 TE-IE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE TI� HOURLY RATE OF WAGE Y ALL HOURS WORKED OIJTSIDE THE HOURS OF 5 00 AM AND 5 00 PM (OR SUCH OTF�R HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND "['I-� 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 TINLES TI� HOURLY RATE OF WAGE (EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCI�DULED WORKDAY DURING 7'E� WORKWEEK SHALL BE PAID AT Tf-IE STRAIGHT-TIME RATE UNTIL TF�Y 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 TI-� HOURLY RATE OF WAGE , , 1 Z ' , u ' , ' 1 I � ' BENEFIT CODE KEY - EFFECTTVE 03-02-2012 TIIRU 08-30-2012 -3- ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF T'IMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN ADDITION TO HOLIDAY PAY 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 TI-� HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE F Tf� FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TI-IE STRAIGHT HOURLY RATE OF WAGE IN ADD1T10N TO THE HOLIDAY PAY ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE TI-� HOURLY RATE OF WAGE G ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES TEiE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES TF� HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY H A�,L HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO T[MES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-EIALF TIMES THE HOURLY RATE OF WAGE K ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITIOI�i TO THE HOLIDAY PAY 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 PA[D AT ONE AND ONE-HALF TIMES TI-� 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 'TI� FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND T� 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 Tf� HOURLY RATE OF WAGE ON A FOUR-DAY, TEN-HOUR WEEKLY SCHEDULE, EITHER MONDAY THRU THURSDAY OR TUESDAY TI-IltU FRIDAY SC[-�DULE, ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE TI-� HOURLY RATE OF WAGE THE FIRST EIGHT (8) HOURS WORKED ' ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE-HALF TIMES TEiE HOURLY RATE OF WAGE ALL OTI�R HOURS WORKED ON TI-� FIFTH, SiXTH, AND SEVEIYTH DAYS A13D ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE 1 �I ' N t Y ALL HOURS WORKED ON SATURDAYS (EXCEPT FOR MAKE-UP DAYS) 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 TI-� HOURLY RATE OF WAGE Z ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6 00 P M AND 6 00 A M AND ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES TEIE HOURLY RATE OF WAGE, EXCEPT FOR COMMERCIAL, OCCUPIED BUILDINGS WHERE FLOOR COVERING WORK CANNOT BE PERFORMED IN THE REGULAR DAYTIME HOURS DUE TO OCCUPANCY FOR SUCH OCCUPIED, COMMERCIAL BUILDINGS, THE EMPLOYEE MAY AGREE TO WORK BETWEEIV TI-� HOURS OF 6 00 PM TO 6 00 AM MONDAY THROUGH SATURDAY MORI�TING AT 6 00 AM AT AN OVERTIME PAY RATE OF 10% OVER TI-� STRAIGHT TIME RATE ALL HOURS WORKED ON SUIJDAYS AND HOL[DAYS SHALL BE PAID AT DOUBLE TI-IE HOURLY RATE OF WAGE ' BENEFIT CODE KEY - EFFECTIVE 03-02-2012 THRU 0&30.2012 -4- ALL HOURS WORKED IN EXCESS OF EIGHT (S) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES TI-� HOURLY RATE OF WAGE A WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TTME PER DAY WHEN FOUR TEN (10) HOUR SI-IIFTS ARE ESTABL[SI-�D, OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE TEIE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF TF� S7RAIGHT TIME RATE HOURS WORKED OVER TWELVE HOURS (12) IN A S[NGLE Sf-IIFT AND ALL WORK PERFORMED AFTER 6 00 PM SATURDAY TO 6 00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE TI-� STRAIGH'f TIME RATE OF PAY ANY SI�FT STARTING BETWEEN TI-� HOURS OF 6 00 PM AND MIDNIGHT SHALL RECEIVE AN ADDITIONAL ONE DOLLAR ($1 00) PER HOUR FOR ALL HOURS WORKED THAT SHIFT TI� EMPLOYER SHALL HAVE TI� SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO TE� WORK TO BE PERFORMED ON OVERTIME SITUA170NS AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE B TE� FIRST FOUR (4) HOURS AF1'ER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND TI� FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES TI-� HOURLY RATE OF WAGE ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE TI� HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A ALL HOURS WORKED IN EXCESS OF EIGHT (S) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE TFIE EIOURLY RATE OF WAGE B ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEIvIENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOU$LE TE� HOURLY RATE OF WAGE HOLIDAY CODES 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, T[-� DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8) C HOLIDAYS NEW YE.4R'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR UAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CI�RISTMAS DAY (8) D HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, TI-IE FRIDAY AND SATURDAY AFTER T[-IANKSGIVING DAY, AND CHRISTMAS DAY (8) H HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE bAY AFTER THANK3GIVING DAY, AND CHRISTMAS (6) 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, THANKSGIVDVG 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) � ' ' ' , ' ' ' ' ' �I � , ' u 1 � � BENEFIT CODE KEY - EFFECTIVE 03-02-2012 7'HRU 08-30-2012 -5- L HOLIDAYS NEW YEAR'S DAY, MARTIN LUTE KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FWDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) N HOLIDAYS NEW YEAR'S DAY, PRES[DENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, TFIE 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, TI-� DAY BEFORE CHRISTMAS, AND CHRiSTMAS DAY (9) IF A HOLIDAY FALLS ON SUNDAY, TI-� FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY R PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAI. 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, WASI-IINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CI�tISTMAS DAY, AND TEIE DAY BEFORE OR AFTER CHRISTMAS (9) Z HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INbEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) A PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) E PAID HOLIDAYS NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY 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 (11) H PAID HOLIDAYS NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (]0) I PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, [NDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7) Q PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8) UNPAID HOLIDAY_ PRESIDENTS' DAY T PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, Tf� FRIDAY AFI'ER THANKSGIVING DAY, T[-� 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, TI-� PRECEDING FItIDAY SHALL BE CONSIDERED AS 'TE� HOLIDAY IF A HOLIDAY FALLS ON SUNDAY, TE� FOLLOW[NG MONDAY SHALL BE CONSIDERED AS TE� HOLIDAY 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 VV�IICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI-IE 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 WI-IICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON TE� PRECEDING FRIDAY ' BENEFIT CODE KEY - EFFECTIVE 03-02-2012 THRU 08-3Q-2012 - 6 - C HOLIDAYS NEW YEAR'S DAY, MART[N LUTHER KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) ANY HOLIDAY WI-IICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY VV�-IICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON TF� 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 VVFIICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI� FOLLOWING MONDAY ANY PAID HOLIDAY WEIICH EALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON TE� PRECEDING FRIDAY E HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE UAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVMG DAY, AND CHRISTMAS DAY (7) ANY HOLIDAY WI-IICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI-� FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY 5HALL 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 $EFORE CHRISTMAS DAY AND CI-IItISTMAS DAY (8) ANY HOLIDAY WEIICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOL[DAY ON TI-IE 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) ?,NY 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, TI-IE 1'RIDAY AFTER THANKSGIVING DAY, TI� LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (9) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI-� FOLLOW[NG MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDiNG FRIDAY 1 HOLIDAYS NEW YEAR'S DAY, PRESIDENT'S DAY, [NDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, "I7� FRIDAY AFTER THANKSGIVING DAY, TE� DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (9) ANY HOLIDAY WI-IICH FALLS ON A SUNbAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MOIVDAY ANY HOLIDAY WI-IICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY J HOLIDAYS NEW YEAR'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY AND CHR.ISTMAS DAY (6) ANY HOLIDAY WEIICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI� FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON TI� 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 I.AST WORK DAY BEFORE CHRISTMAS DAY, AND CI�tISTMAS DAY (7) ANY HOLIDAY �WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON Tf� FOLLOWING MONDAY ANY HOLIDAY WEIICH FALLS ON A SATURDAY SI3ALL 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, TF� FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND T[-IE DAY AFTER OR BEFORE CHRISTMAS DAY 10) ANY HOLIDAY W�IlCH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOL[DAY Wf-IICH 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, TI-� PRECEDING FRIDAY SHALL BE OBSERVED AS A HOLIDAY C� � I ' 1 BENEFIT CODE KEY - EFFECTIVE 03-02-2012 THRU 08-30-2012 - 7 - O 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 AFI'ER THANKSGIVING DAY, CNRISTMAS DAY, TF� DAY AFTER OR BEFORE CHRISTMAS DAY, AND TI-� EMPLOYEES BIRTHDAY 11) ANY HOLIDAY VVHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI-IE FOLLOWING MONDAY ANY HOLIDAY WI-IICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON Tf� PRECEDING FRIDAY 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 Tf-� FOLLOWING MONDAY ' Q HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, TI-IE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8) ANY HOLIDAY VVI-IICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI� FOLLOWING MONDAY IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, TI� PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY ' 1 n� , 1 t � � ' �� ' ' � � NOTE CODES A [N ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FII�Tl' FEET OR MORE OVER 50' TO 100' -$2 00 PER FOOT EOR EACH FOOT OVER 50 FEET OVER 100' TO 150' -$3 00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 220' -$4 00 PER FOOT FOR EACH FOOT OVER I50 FEET OVER 220' -$5 00 PER FOOT FOR EACH FOOT OVER 220 FEET C IN ADD[TION TO TI-� HOURLY WAGE AND FRINGE BENEFITS, Tf� FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50' TO 100' -$1 00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO l50' -$1 50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' -$2 00 PER FOOT FOR EACH FOOT OVER I50 FEET OVER 200' - DIVERS MAY NAME TI-�IR OWN PRICE D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1 00 PER HOUR L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMNMS AS FOLLOWS - LEVEL A$0 75, LEVEL B$0 50, AND LEVEL C$0 25 M WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVELS A& B $1 00, LEVELS C& D$0 50 0 N WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A$1 00, LEVEL B$0 75, LEVEL C$0 50, AND LEVEL D$0 25 P WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - CLASS A SUIT $2 00, CLASS B SUIT $1 50, CLASS C SUIT $1 00, AND CLASS D SUIT $0 50 Q THE HIGHEST PRESSURE RFGISTERED ON TI-IE GAUGE FOR AN ACCUMULATED TIME OF MORE THAN FIFTEEN (IS) MINUT'ES DURING'THE SMFT SHALL BE USED IN DETERMINING'fI-IE SCALE PAID ' ' Page 1 of 1 ' State of Washington Department of Labor & Industries ' Preva�l�ng Wage Section - Telephone 360-902-5335 PO Box 44540, Olymp�a, WA 98504-4540 , Washington State Prevaiting Wage The PREVAILING WAGES l�sted here �nclude both the hourly wage rate and the hourly rate of fringe ' benefits. On publ�c works pro�ects, worker's wage and benef�t rates must add to not less than th�s total. A br�ef descr�ption of overtime calculat�on requirements are provided on the Benef�t Code Key. ' Apprentice Level Prevailing Wage Rates for Kitsap County and Cement Masons Trade for the Effectiue Date 07/17I2012 ' Steu Occupation Be in End Apprentice Holiday Overtime Note Hours Hours Wa e Cement Mason Indentured Prior to 7A 1M tep 1 1 900 $31 70 � 4/21/2011 Cement Mason Indentured Pnor to Step 2 4/21/2011 901 Cement Mason Indentured Pnor to tep 3 4/21/2011 180' Cement Mason Indentured Pr�or to tep 4 4/21/2011 2701 P Cement Mason Indentured Prior to Ste 5 4�21/2011 3601 Cement Mason Indentured Pnor to tep 6 4/21/2011 4501 Cement Mason Indentured On or After tep1 4/21/2011 � Cement Mason Indentured On or After Step 2 4/21/2011 901 Cement Mason Indentured On or After tep 3 4/21/2011 1801 Cement Mason Indentured On or After tep 4 4/21/2011 2 � d � Cement Mason Indentured On or After Step 5 4/21/2011 3601 Cement Mason Indentured On or After tep 6 4/21/2011 4501 1800 2700 3600 4500 5400 900 1800 3600 4500 5400 � tep 7 �ement Mason Indentured On or After 5401 I6400 4/21/2011 , ' �ttps //fortress wa gov/ln�/wagelookup/ApprenticeWageLookup aspx $35 19 � $38 68 7A $42.17 � $45 66 � $47.41 7A $39 70 7A $35.19 � $38.68 7A $42.17 7A $45.66 � $47 41 � $47 41 � 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 7/9/2012 ' , ' Page 1 of 1 State of Washington Department of Labor & Industries Prevail�ng Wa�e Sect�on - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 ' Washington State Prevailing Wage The PREVAILING WAGES l�sted here include both the hourty wage rate and the hourly rate of fringe , benef�ts. On public works pro�ects, worker's wage and benefit rates must add to not tess than th�s total. A br�ef descript�on of overtime calculat�on requ�rements are prov�ded on the Benef�t Code Key. � ' Steu 1 2 3 4 5 6 7 , � ' , ' ' ' ' Apprentice Level Prevailing Wage Rates for Kitsap County and Electricians - Powerline Construction Trade for the Effective Date. 07/17/20'12 Occuuation Construction Lmeman Construction Lineman Construction L�neman Construction Lineman Construction Lineman Construction Lmeman Construct�on Lmeman Be in 1 1001 2001 3001 4001 5001 6001 End Hours 1000 3000 4000 5000 6000 7000 Auprentice Holiday Overtime Note Wa e $37 52 5A 4A , $38.91 5A 4A $40 77 5A 4A $43.10 5A 4A $45 89 5A 4A $49 60 5A 4A $5147 5A 4A �ttps //fortress wa.gov/lni/wagelookup/ApprenticeWageLookup aspx 7/9/2012 � , 1 State of Washington Department of Labor & Industries Prevail�ng Wage Sect�on - Telephone 360-902-5335 PO Box 44540, Olymp�a, WA 98504-4540 Page 1 of 1 ' Washington State Prevailing Wage The PREVAILING WAGES listed here �nclude both the hourly wage rate and the hourly rate of fringe , benefits. On publ�c works pro�ects, worker's wa�e and benefit rates must add to not less than th�s total. A br�ef descript�on of overt�me calcutat�on requirements are prov�ded on the Benefit Code Key. � � s tea Step 1 Step 2 Step 3 Step 4 Step 1 Step 2 Step 3 Ste� 4 �� ' � � �J � � �J Apprentice Level Prevailing Wage Rates for Kitsap County and Laborers Trade for the Effective Date. 07/17/2012 Occupation W�ndow Washer,Cleaner/Western WA Window Washer,Cleaner/Western WA Window Washer,Cleaner/Western WA Window Washer,Cleaner/Western WA Laborer/Western WA Laborer/Western WA Laborer/Western WA Laborer/Western WA Be�i n 1 1001 2001 3001 1 1001 2001 3001 I End Hour 1000 2000 3000 4000 1000 2000 3000 4000 Apprentice I Holiday w�..e $27 67 $30 76 $30.84 $30.84 $27 67 $30 76 $33.85 $36 94 � 7A 7A 7A 7A 7A �rtime Note 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y �ttps //fortress wa gov/lru/wagelookup/ApprenhceWageLookup aspx 7/9/2012 ' '� Page 1 of 1 � State of Washington Department of Labor & Industries ' Prevailin� Wage Sect�on - Telephone 360-902-5335 PO Box 44540, Olymp�a, WA 98504-4540 ' Washington State Prevailing Wage The PREVAILING WAGES tisted here �nclude both the hourly wage rate and the hourly rate of fringe benef�ts. On public works pro�ects, worker's wage and benef�t rates must add to not less than th�s total. � A br�ef descr�ption of overt�me calculat�on requ�rements are prov�ded on the Benefit Code Key. � Apprentice Levei Prevailing Wage Rates for Kitsap County and Laborers - Underground Sewer & Water Trade for the Effective Date 07/17/2012 ' Step Occupation Be in End �urentice Hotiday Overtime Note Hours Hours Wa e � tep 1 WAorers Underground Sewer/Western � 1000 $27 67 7A 2Y tep 2 wAorers Underground Sewer/Western 1001 2000 $30 76 7A 2Y Step 3 WAorers Underground Sewer/Western 2001 3000 $33.85 �A 2Y Laborers Underground Sewer/Western 7A 2Y te� 4 ,.,. 3001 4000 $36 94 ' ' ' ' ' � � ' �ttps /Ifortress wa.gov/ln�/wagelookup/ApprenticeWageLookup aspx 7/9/2012 , Page 1 of 1 , State of Washington Department of Labor & Industries ' Preva�l�ng Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage � The PREVAILING WAGES listed here �nclude both the hourly wage rate and the hourly rate of fnnge benefits. On publ�c works projetts, workers wage and benef�t rates must add to not less than this total. A bnef descnpfion of ' overt�me calculat�on requirements are prov�ded on the Benef�t Code Key. Apprentice Level Prevailing Wage Rates for Kitsap County and Power ' Equipment Operators Trade for the Effective Date 07/17/2012 Ste� Occupation B- � End Hours �prentice Ho(�day Overt�me Note Hours Wa e 'Step 1 �onstr Equ�p Operator/Northwest and � 1000 $37 46 �A 1T 8P Central WA Constr Equip Operator/Northwest and 7A 1T 8P tep 2 �entral WA 1001 2000 $39 18 � Step 3 �onstr Equ�p Operator/Northwest and 2001 3000 $40 90 �A 1T 8P Central WA Constr Equip Operator/Northwest and 7A 1T 8P tep 4 Central WA 3001 4000 $42 61 Constr Equip Operator/Northwest and 7A 1T 8P tep 5 �entral WA 4001 5000 $46 05 Ste 6 �onstr Equ�p Operator/Northwest and 5001 6000 $47 76 7A 1T 8P P Central WA tep 1 Heavy Duty Repair Mecharnc/Northwest � 1000 $37 46 �A 1T �P and Central WA Step 2 Heavy Duty Repair Mechamc/Northwest 1001 2000 $39 18 � � 8P and Central WA tep 3 Heavy Duty Repa�r Mechamc/Northwest 2001 3000 $40 90 �A 1T 8P and Central WA tep 4 Heavy Duty Repair Mechanu/Northwest 3001 4000 $42 61 �A 1T 8P and Central WA Step 5 Heavy Duty Repair Mechamc/Northwest � 4001 5000 $46 05 �A 1T 8P ' and Central WA tep 6 Heavy Duty Repair Mechanu/Northwest 5001 6000 �� 76 7A 1T 8P and Central WA Hoisting Enginee�/Northwest and Central 7A 1T 8P Step 1 WA 1 1000 $37 46 tep 2 WAsting Engmeer/Northwest and Central �001 2000 $39 �g �A 1T �P � Hoistmg Engineer/Northwest and Central 7A 1T 8P tep 3 WA 2001 3000 $40 90 Hoisttin� Eng�neer/Northwest and Central 7A 1T 8P , �Step 4 WA 3001 4000 $42 61 tep 5 WAsting Engmeer/Northwest and Central 4001 5000 $46 05 �A 1T 8P Hoisting Engineer/Northwest and Central ,L 1T 8P � Step 6 WA 5001 6000 $47 76 ' -_ � -- - - - - �ttps //fortress wa gov/lru/wagelookup/ApprenticeWageLookup.aspx 7/9/2012 ' Page 1 of 2 ' State of Washington Department of Labor & Industries ' Prevail�ng Wage Sect�on - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 � Washington State Prevailing Wage The PREVAILING WAGES listed here �nclude both the hourly wage rate and the hourty rate of fr�nge ' benef�ts. On public works pro�ects, worker's wage and benef�t rates must add to not less than this total. A brief descr�pt�on of overtime calculat�on requirements are provided on the Benef�t Code Key. ' Apprentice Level Prevailing Wage Rates for Kitsap County and Power Equipment Operators- Underground Sewer & Water Trade for the Effective Date: 07/17/2012 � , . Steu t� ep 1 tep 2 Step 3 t� ep 4 tep 5 Step 6 t�ep1 tep 2 Step 3 tep 4 tep 5 ;Step 6 tep 1 tep 2 Step 3 Occupation Be in Hours Constr Equip Operator/Northwest and � Centra( WA Constr Equip Operator/Northwest and 1001 Central WA Constr Equip Operator/Northwest and 2001 Central WA Constr Equ�p Operator/Northwest and 3001 Central WA Constr Equ�p Operator/Northwest and 4001 Central WA Constr Equip Operator/Northwest and 5001 Central WA Heavy Duty Repa�r Mechamc/Northwest � and Centrat WA Heary Duty Repair Mecharnc/Northwest 1001 and Central WA Heavy Duty Repair Mechamc/Northwest �001 and Central WA Heavy Duty Repa�r Mechamc/Northwest 3001 and Central WA Heavy Duty Repa�r Mechamc/Northwest 40U1 and Central WA Heavy Duty Repa�r Mechamc/Northwest 5001 and Central WA Ho�sting Engineer/Northwest and � Central WA Hoist�ng Engineer/Northwest and �001 Central WA Hoist�ng Eng�neer/Northwest and 2001 Central WA End Hour 1000 2000 3000 �! 4000 5000 6000 1000 2000 3000 4000 5000 6000 1000 2000 3000 Apprentice' Holiday Wa e $37.46 7A $39 18 7A $40.90 � $42 b1 7A $46.05 �A $47.76 7A $37.46 � $39.18 7A $40.90 � $42 61 7A $46 05 � $47.76 7A $37 46 �A $39.18 �A $40.90 � 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T Note 8P 8P ' 8P 8P 8P 8P 8P 8P 8P 8P 8P ,$.e 8P 8P 8P , �ttps //fortress wa gov/liv/wagelookup/ApprenticeWageLookup aspx 7/9/2012 ' Step 4 Step 5 'Step 6 Ho�sting Eng�neer/Northwest and Central WA Ho�st�ng Engmeer/Northwest and Central WA Ho�st�ng Engmeer/Northwest and Central WA �c�iI�� 4001 5000 5001 6000 https //fortress wa gov/lru/wagelookup/ApprenticeWageLookup aspx $42.61 $46.05 $47 76 7A 7A 7A 1T 1T 1T � Page 2 of 2' 8P � 8P 8P � ' , ' ' ' � ' ' , � � ' , , � 7/9/2012 � l� L ' State of Washington Department of Labor & Industries Prevail�ng Wage Sect�on - Telephone 360-902-5335 PO Box 44540, Olymp�a, WA 98504-4540 Page 1 of 1 ` Washington State Prevailing Wage The PREVAILING WAGES listed here �nctude both the hourly wage rate and the hourly rate of fr�nge ' benef�ts. On public works pro�ects, worker's wage and benef�t rates must add to not less than th�s total. A brief descr�ption of overt�me calculation requ�rements are prov�ded on the Benefit Code Key. � Apprentice Level Prevailing Wage Rates for Kitsap County and Surveyors Trade for the Effective Date� 07/17I2012 ' s te� Step 1 , Step 2 Step 3 Step 4 Step 5 Step 6 t ' � , � � � � � Occupation Be in Hours Construct�on S�te Surveyor Apprent�ce 1 Construction Site Surveyor Apprent�ce 1001 Construction S�te Surveyor Apprentice 2001 Construction S�te Surveyor Apprent�ce 3001 Construction S�te Surveyor Apprentue 4001 Construct�on S�te Surveyor Apprent�ce 5001 End ��� r��� ��� ��� ,��� Apprentice Holiday Overti Wa e $37.46 7A 1T $39 18 7A 1 T $40 90 7A $42 61 7A $46 05 7A $47.76 7A 1T 1T Note � 8P 8P 8P 8P �ttps //fortress wa gov/ln�/wagelookup/ApprenticeWageLookup aspx 7/9/2012 ' Page 1 of 1 1 State of Washington Department of Labor & Industries t Preva�l�n� Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 , Washington State Prevailing Wage The PREVAILING WAGES listed here �nclude both the hourty wage rate and the hourly rate of fr�nge benefits. On public works pro�ects, worker's wage and benefit rates must add to not less than th�s total. ' A br�ef descr�pt�on of overtime calculat�on requirements are prov�ded on the Benef�t Code Key. ' Apprentice Level Prevailing Wage Rates for Kitsap County and Truck Drivers Trade for the Effective Date: 7/17/2012 � S tep Occupation Be in End Apprentice Holiday Overtime Note Hours Hours Wa e Step 1 W WA-Joint Council 28 1 1000 $37.34 5D 3A 8L (Teamster/Western WA Class I) W WA-Jo�nt Council 28 5D 3A 8L Step 2 �Teamster/Western WA Class I) 1001 2000 $40 79 W WA-Joint Council 28 5D 3A 8L Step 3 /Te�mc}orJU/cc*nrn wn ri�« i► 2001 3000 $43 88 , ' i � ' ' ' � � i r I i �ttps //fortress wa gov/ln�/wagelookup/ApprenticeWageLookup aspx 7/9/2012 ' � ' ' ' 1 1 1 1 � 1 1 �, 1 � 1 , 1 C►ty of Bremerton , SR303 Comdor - 11 th Street at Warren Avenue lntersechon Improvements APPENDIX B December 201 ? ' �r d� 11 ' ' ' � ' ' ' ' ' ' 1 ' � � � � CITY OF BREMERTON DEPARTMENT OF PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION SR303 CORRI DOR 11 TH ST. AT WARREN AVE. INTERSECTION IMPROVEMENTS STPUS-03�3(010) CITY PROJECT NO. 1065 WSDOT NO. LA 6772 L.00ATl0�1 I�t/�P NTS ' � 4 FRIDR � �' � *e � �.} � U m a ,� NO G � � � rmw. �`� � g y -.1... i.._.. @ REVISIONS DESCRIPTION DATE BY �f��(�'Y I�I�P NTS 0 � p FIELD BOOK � TWO INCHES AT FULL SCALE IF NOT SCALE ACCARDINGLY SCALE DRAWING NO DRAWN BY S J HORIZ N/A VERT N/A DATE 05/11 ����� �� ��� N T.S. z �Q W 3� \ w x r� z w � w 3 � � 2 U M � CITY OF BREMERTON DEPARTMENT OF PUBLIC WORKS & UTILITIES EN6INEERING DIVISION DESIGN BY G F CHECKED 8Y GREG HANNAN WASH P E l� 43786 DATE 5/11 WASH P E # 37369 DATE 9/1/ SHEET � _ 2 3 4 5 6 7 8 9 10 71 12 13 14 15 16 17 18 19 20 21 22 24 23 25 26 27 28 SHEET INDEX DESCRIPTION COVER SHEET / VICININ MAP / PROJECT SITE MAP / SHEEf INDEX LEGEND / ABBREV / GENERAL NOTES DEMOlITION PLAN CROSS SECTION AND JOINT DEfAIL CONSTRUCTION PLAN CURB STORM AND WATER PLAN AND PROFILE SIGNAIIZATION PLAN SIGNAIIZATION PLAN SIGNAL SCHEDULES SIGNAL SCHEMATIC WIRING DIAGRAMS SIGNAL STANDARD TABLE AND DETAILS SIGNAL DETAILS RAIN GARDEN AND LANDSCAPING CONTOURS LANDSCAPING AND DETAILS CHANNELIZATION AND SIGNING PLAN TRAFFIC CONTROL PLAN — PHASE 1 TRAFFIC COPITROL PLAN — PHASE 2 TRAFFIC CONTROL PLAN — PHASE 3(FiNAL) TEMPORARY SEDIMENT AND EROSION CONTROL 13TH ST SIGNAL PLAN 16TH ST SIGNAL PLAN SCHEDULES DEATAILS SCHEMATIC WIRING DIAGRAMS SIGNAL STANDARD TABIE AND DETAILS REMOVAL PLAN RECONSTRUCTION PIAN CHANNELIZATION AND SIGNING PLAN COVER SHEET 1 SHEEf i OF � , �' t ' ' ' �� r I � I ' 1 ' ' ' 1 ' u 1 ' � LEGEND SIGNAL AND CHANNELIZATION E IX STING PROPOSED SURVEY. SURFACE FEATURES EXISTING � • BUTTON LINE � � BIKE DETECTOR SYMBO� G= � STRAIGHT ARROW �' r LEFf TURN ARROW �, � RIGHT TURN ARROW � m JUNCTION BOX m 0 JUNCTION BOX TYPE III � m SIGNAL CONTRO�LER BOX -D --► VEHICLE SIGNAL HEAD �D �► VEHICLE SIGNAL HEAD W/ ARROW INDICATOR � � VEHICLE LOOP � a1'� SIGNAL POLE W/ LUMINAIRE � � SIGNAL POLE zi l�( PHOTOELECTRIC EYE o-� 4-�( STREEf LIGHT ASSY �- �- SIGN EXISTING � � � —W— WATER PROPOSED WATER MEfER � FIRE HYDRANT N GATE VA�VE WATER MAIN SANITARY & STORM DRAINAGE IEX STING PROPOSED � • SAN SEWER CLEAN OUT � � SAN SEWER MANHOLE Q � STORM SEWER MANHOLE ❑ ■ STORM DRAIN CATCH BASIN >----< �� CULVERT — s — SANITARY SEWER — o — STORM DRAIN �FRtOhi '�I�I�L � pt w �s cQ� � w ° �' NO !� `� � 0 ��GO — x- � � GAS.TELEPHONE & POWER EXISTING 0 0 0 � m -o- � r c P c —rv— ROADWAY EXISTING PROPOSED � � � HANDICAP CURB RAMP CURB PVC CONC EOP FOC HCR LF SDCB SDMH EG FG L R BOW TOC GL EXIST NTS ABBREVIATIONS - POLYVINYL CHLORIDE - CONCRETE - EDGE OF PAVEMENT - FACE OF CURB - HANDICAP CURB RAMP - LINEAR FOOT - STORM DRAIN CATCH BASIN - STORM DRAIN MANHOLE - EXISTING GROUND - FINISH GROUND - LEFT - RIGHT - BACK OF SIDEWALK - TOP OF CURB - GUTfER LINE OF SIDEWALK - EXISTING - NOT TO SCALE � GENERAL NOTES� 1 E�EVATIONS ARE NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) 2 COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED DATUM 7983/91 (NAD83/91) 3 CONTRACTOR TO CALL UNDERGROUND UTILITIES LOCATE SERVICE AT 1-800-424-5555 A MINIMUM OF TWO WORKiNG DAYS PRIOR TO ANY EXCAVATION THE KNOWN EXISTING UNOERGROUND UTILITY LINES ARE SHOWN ON THE DRAWINGS IN THEIR APPROXIMATE LOCATION THERE IS NO GUARANTEE EXPRESSED OR IMPLIED THAT ALL UTILITY LINES ARE SHOWN OR THAT LOCATIONS ARE ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCES OR CONNECTIONS OCCUR, PRIOR TO TRENCHING OR EXCAVATING FOR ANY NEW PIPE STRUCTURES TO DETERMINE ACTUAL LOCATIONS AND SHALL MAKE THE APPROPRIATE PROVISIONS TO PROTECT SAID FACILITIES FROM DAMAGE 4 CONSTRUCTION CENTERLINE STATIONING IS IDENTIFIED ON THE PLANS 5 HORIZONTAL DIMENSIONS AND STATION OFFSETS ON PLAN AND PROFILE SHEEfS TO PIPELINES, MANHOLES, AND OTHER FACILITIES ARE TO THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY NOTED OTHERWISE INVERT ELEVATIONS IN MANHOLES AND OTHER STRUCTURES IDENTIFIED IN THE PLANS REFERS TO THE ELEVATION AT THE CENTER OF THE STRUCTURE 6 OVERHEAD ELECTRICAL POWER, TELEPHONE CABLE N, AND OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES CREATED 8Y OVERHEAD OR UNDERGROUND ELECTRICAL POWER, TELEPHONE, CABLE N, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS PRIOR TO CONSTRUCTION MEEf WITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE 7 MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE DRAWINGS SYMBOLICALLY CONSTRUCT MANHOLES AND STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED PIPE INVERT AND SLOPE ARE BASED ON THE CENTERLINE OF THE DRAINAGE STRUCTURE SHOWN 9 RIGHT-OF-WAY'AND PROPERTY LINES SHOWN ARE APPROXIMATE ONLY 10 THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING WARNING SIGNS AND DEVICES NECESSARY TO SAFEGUARD THE GENERAL PUBLIC DURING WORKING AND NON-WORKING HOURS -' - ' ' ' ' � ' � 1 � ' 1 ' ' 1 � ' ' ' I I I � � 0 �'=` . ` ` ` � :i � � �` � � �.,..//' : ���c�Vi.Ra- 1\`\`�`\`\`_-,\ �—\�7 � . . _. . . -�' . �':�- -_�1� 0+38 ��.� � 3 � v �I « � � a U i ��l ��i 7 7 ' i � I � �I' � �� F�� �� � , ,' - ,� ��i►� x � -� vr� k X �� �� x x x X❑ O x k k \�� � 1��( � i k k �� x k SAWCUT �1 x k k k �� ��� C� n� k PROP�t2T`l LINE k k X k� �� i�� � tS�iz *1NDk EMOVE �ASP,�AL � k k x k k i i�� ��.` . k x X X x x i� � X X k k X X k ��i �� �',��' X x x x X k x x ��i i *� X k x k x x x X k k k X k k ��i �� .�.' k X k k k �� i� '�'�, ; 6 k X x k k i� �� ,� . :�` x x � k k k k k � � �°' � X `�' � x 4 k^��n e'� , � � ���, ` � � �� ���� ���� ������ ���� ���� ��� w� ��<�I . �'�'.y :. .�/ � _ ��� ���%��� i �i �, i /i� �i, i� i, /i, �i� � i, i / // / /.i. _ �/ i ��/ � ��/ . � i _ / E ! Y ' \ i �/ \/ < 16 I _ I 5 I � N I � 9 � � i ST 63 � 5 � ; 0 4qld � C�NSTRUCTI❑N N�TES+ O PSE LIGHTS T❑ BE REMOVED BY OTHERS—POLES TO REMAIN O REMOVE AND DISPOSE ❑F EXISTING WATER METER BOX 3O CAP WATER LATERAL AT MAIN IN ACCORDANCE WITH CITY STANDARDS, 4O REM�VE EXISTING HYDRANT AND VALVE AND SALVAGE TO CITY OF BREMERTON CAP CONNECTI❑N T� CITY STANDARDS O REM�VE CONCRETE T❑ JOINT LINE � DISPOSE OF WATER METER B❑X AND RELOCATE SERVICE TU 7' BACK �F WALK IN NEW WATER METER BOX, 8O REM❑VE CATCH BASIN AND STORM LINE IN BETWEEN STRUCTURES TD LAST RETAINED STRUCTURE. PLUG LINE IN LAST RETAINED STRUCTURE 9O RETAIN JUNCTI�N BOX AND WIRING 9O C�NTRACT�R T❑ C��RDINATE WITH RED—FLEX FOR TRAFFIC CAMERA LDOP INSTALLATION s�F � Z I�'`�� Z _ . r.r�nc�i���c g SAWCUT AND REMOVE WALL I _ _� _ k k x x k x x k X X k k k X k X k k k X X � X X k � x k k k k k k k k I� X X x k cn � k X k k x X X k x k x k x k X x X k k l X k X k I x x k k k � k k k X � X x X k k I k 17 X X X X X X k k k �I k k k X k k k X� x X k k I k k X qk k x k k n X x x k X �k X I k X k = X k k k x k k x x 'c k k k v X k x X x x k k k x x x x � X k x X k D k X k k x x � X x X k x k '-' X k k k X k k k k k I k X k k k k 16. k x X �j- x k I GRAkfEL � k k k - � — _ K_�_ k �� x k =� x -� X — X k A k X � k k k X x k x k x k x X X k x x k X � � k X x k X k X X X k X k k x k k x � k 2 k 2 x k 14 2 x X x 2 k k k /� k k k x � K k " " x x k X k y� k k ��, x �. C'�C�'�'�l�lr�T e N _. X '� �.' ' � D I C i � I I N I� I k J ,, = ��� \ ►.� � ���r � I �S7A, 3+3� 18 CURB PROFILE I =STA 4+ &18 CENTERLINE I I I I I I I I I I I 10 REM�VE STRAIN POLE AND FOUNDATION, C�❑RDINATE WORK WITH ACTIVATION OF NEW SIGNAL il REMOVE EXISTING SIDEWALK TO NEW SIDEWALK F❑R SIGNAL INSTALLATION 12 RESERVED 13 EXISTING MONUMENT — D❑ N�T DISTURB 14 REM�VE AND DISPOSE ❑F SIGN INSTALLATI�N — COORDINATE WITH TRAFFIC CONTROL PLANS 15 SIGN T❑ REMAIN 16 REMOVE FENCE TO 1ST P�ST �N PRIVATE PROPERTY 17 EXISTING PSE P�LE — T� BE REM�VED BY �THERS �--� I � � I I = � I� I �� I I - � � � � I ; I I I ! I I ASPHALT THICKNESS CAPPROX LOCATIDN AND DEPTH) Q = 16' Q= 7' W/7' PCC Q 2 = 2 5' Q7 = 7' W/7' PCC Q3 = 5 5' Q = 8' � — �� GENERAL NOTES. • DEMOLITION TO BE C❑�RDINATED WITH TRAFFIC CONTROL PLANS • REMOVE ALL TRAFFIC SIGNAL EQUIPMENT IN ACCORDANCE WITH THE SPECIAL PROVISI�NS, AND SIGNAL PLANS • REMOVE ALL CONFLICTING SIGNAGE AND CHANNELIZATION. I ` I i I I � I �� � I � LEGEN + �= 3' PLANING AND HMA OVERLAY INSTALL ALL TRAFFIC �DOPS TO BE PLACED PRI�R T❑ OVERLAY � ���`��'+�-" = CEMENT CONCRETE REMUVAL i � � = ASPHALT CONCRETE REMOVAI. � = CEMENT CONCRETE SIDEWALK REMOVAL = CEMENT CONCRETE CURB AND GUTTER REMOVAL x x " = CLEARING AND GRUBBING x - W –STA, 4+0276 CURH PRUFILE ' ' � ' ' � , , � , , � ' ' ' � ' ' , v � 0 n rn v c v `o 3 � L � 0 � 5' VARIES VARIES 5'-10' 0 —12 RIGHT 7URN LANE `CURB tOX / PROFILE / POINT TYPICAL R�ADWAY SECTI❑N 12TH STREET —NTS NB LAME � 1 IRDIVIDUAL PANELS SHQULD BE REIIVF�RCED WITH R3 REHAR, 8 12" HOTH DIRECTIONS, UNDER TME FOLLOVING CONDITIONS� A LONG SIDE DIMENSIDN — ----------------- > L25 SMDRT SIDE DIMENSIDN H� TME PAIOEL IS �DD—SlA4PED (TTPICAL AT RADIUS FILLETS> C A JOINT PIiSSING TNF�UGH FMI ADJACENT PANEL 'OEAD—ENDS' Ald: CONTIMJE TMRUklC�F1 TME SUBJECT PANEL D PANELS MITH CATCHBASINS, MANHOLES, �R VAULTS 2 PANEL JGINTING AT RADIUS FILI.ETS� A. DD NOT CREATE PANELS VITH A SIDE LESS THAN 1 FOOT LONG. & DO NOT CREA7E PANELS WITH A SIDE GREATER THAN 15 FEET L[ C DO N�T CREATE FULL LENGTH PANELS 7HAT ARE LESS THAN 3 F 3 THE JOINTING PLAN AS SHUVN ATTEMPTS TO PLACE THE LUNGITUDIN AT THE LOCATIUNS OF LANE STRIPES 4 TRANSVERSE CONTRACTI�N AND CUNSTRUCTIDN JOINTS AND LONGITUD CONTRACTI�W AND CONSTRUCTION JOINTS - SEE WSDOT STANDARD P 5 THICKENED EDGE JDINT� - SEE DETAIL 6 EXPANSINd JOINT TO HE PLACED ADJACENT TO CURB AND GUTTER 7 REINFORCED PANEU -�3 REHAR AT 12' �id-CENTERS, BOTH DIRECTI[1NS - PLACE REBAR AT 1' ABOVE MID-DEPTH OF SLAH - TERMINATE REHAR AT 2' TO 3' FROM JOIN7S AND EDGES �F SLAH 6 NEW CONCRE7E PAVEMENT 70 BE DUVELED TO EXIS7ING PANELS -: STANDARD PLAN A-6010-01 s ' 5 00' 10 CEMENT CONCRETE SIDEWALK Q2 CURB & GUTTER TYPE Al, SEE C.�.H STD DETAIL 3131 Q3 025' PLANING BITUMIN�US PAVEMENT AND HMA CL 1/2 INCH OVERLAY PG 64-22 04 OS' HMA CL 1/2 INCH PG 64-22 05 0 5' CSTC Q OS' PERVIOUS CEMENT CpNCRETE SIDEWALK AND 12' RECHARGE HED CCRUSHED DRAIN R�CK) ON FILTER FAHRIC 07 0 33' HI1A CL 1/2 INCH PG, 64-22 08 EXISTING - 7� BE PRFSERVED BASE BID - SCHEDULE A 8� �ENENT CONCRETE PAVEMENT �r— w SB LANE 2 1 1 00 VARIES 0-12 00' SB LANE LEFT TURN LAIVE NH LANE CENTERLINE PROFILE POINT � SEE ALTERNATE #1 BELOM TYPICAL RDADWAY SECTI�N WARREN AVENUE —NTS 3' HMA OVERLAY � D(ISTING PAVEMENT 0 S' CSTC iQ PLANE 3• FR@1 EXISTING PAVEMENT SUIffACE. Q PLACE C�NCRETE PAVEMENT C3' HIGH FORlO AND LET CURE. 03 PLACE 3' HMA OVERI.AY AHUTTING CONCRETE. C�NCRETE PAVEMENT/HMA ❑VERLAY INTERFACE ALTERNATE #1 —NTS � � �S �� � � REVISIONS ¢, NO DESCRIPTION o ,° z- DAlE BY TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY $CALE HORIZ VERT � e EXISTA� ASPHALT g . � a � . a . • e � � 12. I • ` • 4 � S' MIN —� THICKENED EDGE DETAIL —NTS FIELD BOOK NO I DRAWN BY SJ — DATE 4 11 I FrFNT! — — C�NCRETE JOINT R REINF�RCED PANEL T THICKENED EDGE 7'J� REPLACEMENT PANELS-NOT PART OF ALTERNATE #1 C❑NCRETE PAVEMENT J�INT DETAILS REPLACEMENT AT INTERSECTI❑N & BID ALTERNATE #1 -NTS CITY OF BREMERTON DEPARTMENT OP PUBLIC WORKS 8 U41L1TIES EN6INEERING DIVISION DESIGN BY G F CHECKED BY WqSH P E � DATE 4/11 WASH P E # DATE 11TH ST. AT WARREN AVE. INTERSECTION IMPROVENlENTS CROSS S�CTIONS AND JOINT DETAIL am OL m 0 a i w w O a f 0 W N � a z W � a SNEET 3 < 4 N .28' � � ' ' 1 r ' � � � ' , , ' , ' � , 1 ' ' 3 a � � r J � U 4 � I � J STA 9+66 8 � LIMITS ❑F PAVING li STA 0+951`. 49 54'L STA 0+800f 36 97'L � �o . �I�I � �\ �, � �STA 0+67 86 � 60 00'L � � STA Q+86 26 46 45'L ra�oscn ia rcxv�s s�vax STA 2+99 23, 138 0'L I — LIMITS ❑F PAVING �� �;^'"� %� � � F w • �_� J.� � I i � ' —1 — � _ I � � � I _ _ I �— —� � I I I � � � � � ! i` - _---- -�- --i � ❑ �o r � ❑ i I I �01(7 I I I ' Y I I I aa I � � � � � � � I � I N � V 3 O �� i S HE�D E SCH D E i �� _ �I 1 ^ �-.�� � SEE DETAIL I BEL�W �� � Y - � � � I N I PERVI�7L1S STANDA D SIDEWALK SIDEWA K � � 8 + I GRAVEL — �� A J�� � _.� n \� + + +� + 11 + + + I+ + + b � + + + + + + + +� + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + � + + + + + + +11 + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + � ; —;—�-{ y+. �-- � � ; �+ �, + + + i + + + + + + + + + + + + + + + + + + + 11 + + + + + + + + + ���+ + o+ + + + + + g+pp+ + + + + + + + +—+ �+--� � - i i i ^ + + + + + ± � *� C9K ;3Q�3)+a+oo + + + + + + + + +g+p� + + + + + 10 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ �, + �+�+ + +++++ ++ � +++++++++++++ 10 + + + + + + + + + +�����r�+���+ + + + + + + + + + + + + + + + +�+ + + -- ---- +� + + � + + + + + + + + + + + + + + + + + 7 � + + + + _ STA 0+38 3 +++ + 11 + + + + I 3 2 S A 0+8600 �N --- LIMITS ❑F PAVING + + + -� � +++- + 1 23 36'R I = I STA 0+80 88 2 ++� + � Z STA I 0+60 00 I I I � � N I 2208'R � +++++++++++ 4000'R LI IT + OF 8 PAVIN R � � � STA 0+9711 2 � I +++++ +++++ i � � I 45 40'R i +++� ++ i I I I I I I I I STA 10+g3 I $ � i � � LIMITS ❑F PAVING_J II �I I I I I I I i ! I MATCH EXISTIP INSTALL 1—F❑❑T C CUT F❑R DRAI� QFR �I�I REVISIONS NO DESCRIPTION � o ,° z° DATE BY Q� 1W0 INCHES AT FULL SCALE IF NOT SCALE ACCOROINGLY S A HORIZ 1 "=30' VERT 7 6r00 I I I I I I I I I I I GENERAL NC7TES� ' • SEE CENTERLINE AND CURB LINE PROFILE ❑N SHEET 6 • TRUNICATED DOFIES ARE T❑ BE HLACK. • EXISTING SIGNAL SYSTEM T� REMAIN IN OPERATION UNTIL ME�,/ SIGNAL IS CQMPLETEED • CO�RDINATE IMPROVEMENTS WITH TRRFFIC C�IVTRI]L PLAN • STA AND ❑FFSET F�R CENTERLIIdE OF RAMP AT B�C FIELD BOOK DRAWING NO DR4WN BY S J DATE 4/11 L ND. � = HMA (NEW CONSTRUCTION> OR CONCRETE FOR BID ALTERNATE #1 �. `e a� = MMA <NEbd CONSTRUCTIQM x x k = HMA OVERLAY CITY OF BREMERTON DEPARTMENT OF PUBLIC WORKS & UT(LITiES ENGINEERIN�i DIVISION DESIGN BY G F CHECKED BY WASH P E � DATE 4/11 WASH P E # DATE � w � o� � ° w � — g — I I CONSTRUCTI�N N�TES� lO C❑NSTRUCT CURB RAMP PER WSD❑T STD P�AN F-4015—Oi 2O CONSTRUCT CURB RAMP PER WSDOT STD PLAN F-40,12—01 O CONSTRUCT SIDEWALK PER WSDOT STD P�AN F-3010-01 4O CONSTRUCT TYPE I DRIVEWAY PER WSDOT STD PLAN F-80.3001, REPAIR EXISTING DRIVEWAY AS NFEDED IN LIKE MATERIAL SO C�NSTRUCT TYPE A CURB AND GUTTER PER C�B STD PLAN 3131 6O AREA ❑F BID ALTERNATE #1 O MATCH EXISTING 8O C�NSTRUCT PERVIOUS SIDEWALK AS SH01dN IN THE TYPICAL RDADIJAY SECTION IN THIS CONTRACT SET 9O PLACE 3' NNfA CL 1/2' PG, 64-22 �VER 6' CSTC, 10, PRESERVE M�NUMENT � 11 ADJUST VALVE COVER AND CASE TO GFtADE � � 12 ADJUST MANWOI.E COVER AMD FRAME TD GRADE � z 13 ADJUST WATER METER HOX T� GRADE � W � � 11 TH ST. AT WARREN AVE. INTERSECTION IMPROVEMENTS CONSTRtJCT10N1 PLAN 0 � i Q z SHEEf � < N S � o OF � a � ' ' ' , ' � ' � � ' , ' ' ' ' ' 1 , ' STA DATUM ELE zQ � <I � C�NSTRUCTI❑ N�TES� O INSTALL NEW HYDRANT & VALVE AT STA, 3+17, 59' LT PER COB STD DETAIL SXXX O INTERCEPT EXISTING 12' CONC LINE & DEFLECT AS NECESSARY W/ SDR 3035 PVC UNDERNEATH CONCRETE PANELS O INSTALL INFILTRATION GALLERY 4O REPLACE 112 FEET ❑F EXISTING 4 AND 6—INCH WATERMAIN WITH 8—INCH O5 SET NEW 8—INCH VALVE BEHIND CURB 8� GUTTER O6 REMOVE EXISTING VALVE AND INSTALL REDUCER O7 CONNECT EX 4' MAIN TO NEW S' MAIN W/ REDUCER O8 LIMITS OF PERVI�US SIDEWALK, O9 NEW POLE AND D�WN GUY INSTALLED BY PSE T❑ HAVE EXPANSION JOINT AT 6—INCHES FROM OUTSIDE EDGE PROPERTY LINE AMENDED SOIL rINFILTRATI�N CHAMBER EXISTING-� i ' VARIES GROUND GRAVEL B�RR�W 2 5' GRAVEL BACKFILL i�ELEV=2700' FOR DRYWELLS � ❑UTLET/INLE7 ❑N END 60 � GEOTEXTILE FOR SEPERATION CAPS TIE DIRECTLY T❑ & EROSION C�NTROL CATCH BASINS W/12' PIPE INFILTRATI❑N GALLERY SECTIDN (NOT T❑ SCALE) � �� LOW POINT ELEV = 3173 LOW POINT STA = 0+67 37 � Q � � PVI LEV = 3144 � � 3 A = B18 � � = 5 06 � � o 413600' VC a m 01 a0 J v� � CBM2 ST 1+85A0 10' T CENTER INE PROFILE a �,� N CBq3 S A 0+65.00 37' LT a S A 3+3818 EL V=36 53 180/ ° m � �°�� � CUR PROFILE 166/ m W/ HEE IVE AS OVER OV INV =310 ' 180/ V U W FG=320 > INV OUT 30.31' ST � 4 � °i > INV IN 2700' 9 OF 12' STA 1+00 ELEV =3224 I80 SDR3035 PVC @ 2/ Hql TA. 3+39 00 1 R7 54 OF 2' DI @ 2/ 0+ 5 t3 ELEV =3 76 FG.= 3' I FILTRATION C AMHER MINIMUM 1' LEAR NCE INV = 13' 30 CH#5 S7A 0+ 3 75 1' RT 26' OF 12' WATERMAIN FG=32.28' DR3035 PVC 2/ INV =30 07' CBM4 STA 0 7100 1' RT FG =3174' E H 8' ST�RN WATER FILTER VAULT V/ SOLID LOCK LID SEE ET 14 F�R ETAILS FG= 0' INV =3057' INV T=27A0' N 1�0 GN Q� Q N C ^ Y NRI �In '." ^ O � W 1� V1 m � ( Mm f�'l� MM �m MM �M m� (7 �+0� 1+�0 24�� 3��� 4+00 � STA� 4+2213 ELEV� 3794 F0277 ELEV� 3760 NOTES� � DRAWING SHOWN IS FOR A CHAMBER TYPE DC780 STORMTECH INFILTRATI�N GALLERY DIMENSIONS AS SH�WN WILL PROVIDE REQUIRED INFILTRATIDN GAL�ERY STORAGE CAPACITY AND INFILTRATI�N SURFACE AREA REQUIRED ❑THER C�NFIGURATIONS BY ❑THER MANUFACTURERS ARE ACCEPTABLE IF THEY PROVIDE A MINIMUM ❑F 874 CUBIC FEET OF ❑VERALL STORAGE OTHER MANUFACTURERS INFILTRATI�N GALLERY SHALL MAINTAIN LIMITS OF OVERALL INFILTRATI�N GALLERY AS SHOWN AND PROVIDE INFILTRATION AT THE MAX RATE ❑F 2 4' PER HOUR �x F�R REQUIREMENTS SEE SPECIAL PROVISION FOR INFILTRATION GALLERY ' MATCHLINE STA. 2+�05 I /� �/ O 11 21 18 I I 13 a + STA 2+02 ------ � I I NOTE SEE SHEET 9 FOR I I j 2 - , � � CONSTRUCTION NOTES AND SCHEDULES I / 15 1 2 14 "' � 69 ' ❑ 54 P 51 I I O 16 22 4� 1 51 19 R ��� 3 15 56 4 g 6 10 ' I 52 � � �� — — f— _ � ''- _ _ _ (_ J 55 93' 53 SN-2 52 57 ty --- -- O 1 14 12 � -- — — � — — — — — — — — 13 I - -- ------------ H , x - - � 17 55 \ SN-1 K � — � ' — — __ ----_ ___-_ -- _-- — — — � T-1 52 �� 51 21 A 22 I ��� — __ --- -- _ __ — 83 � 3 � � I 28 ' --- 1 1� 2 I `_- n - D �.�, ti I I 55 1� g5 � '= 1 82 ' 1 � � i I � --- — — -- --- — \ 1 11 T H T °��. � � --_ --_ 84 3 �+00 8, ,, � I ---- -------- - -- -- _ _- T-3 3 1 O O O 52 I ' ----- _ � � = fi 4 _ _ _ �,, _ � , _ 11 + 0 0 ---- � ,' �� T— �� � _ --� S — — --- � � � N _ �—I _ ----5 — — -- �- =—_____� _—__—_ _ �-S — _ -- �' "� 56 � 72 - ------- ---- �-�_-;-� /� B ' �� � � � � � --- — 3 w C1 ` _ � � W • W w _._._ _ -- --- �- / — W W W 3 � �\ I 41 ' p __. 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X FI 54 � N � T-1 T-2 ; � I �, I 7 � �,�. ou► � . � � . ae a9 n � o I I 8 5 � I ' � �3 �P � �7 21.22 81 11 � BI-MODAL 68,69 3 I � 0 � 41,42 51 88 89 1 N fi�,sZ ".'2 I 6 11 th St. � �$ 82,83 73 �� LED ' � --�--� �, LED VEHICLE COUNTDOWN � SN-1 a � � �_ I�$ PEDESTRIAN N °f O N LY o �-w-� �— 2 6 � % SIGNAL HEADS 5 R3-501 R3-2 Warren Ave U —� PROTECTED VEHICLE MOVEMENT x ���� D � 3o'x3s' 3o'x3o" sNz ' � -----� PERMISSIVE VEHICLE MOVEMENT I p2 23 s T-3 T-4 a �-N-� P ED M 0 VEM E N T I � 3 � INTERNALLY ILLUMINATED STREET NAME � PHASE DIAGRAM = � 3EESPECULLPROVISIONB � I i 6 MAST ARM MOUNTED SIGNS ' °< 9/3/ " 4� �. REVISIONS o ,• 2 • FIELD BOOK C�T'y OF BREMERTON w�� � No DESCRIPTION DATE aY 11 TH ST. AT WARREN AVE. o,� � DEPARTMENT OF PUBLIC WORKS 8 UTILITIES a�` z IF 3CALE ACCORDI EN6INEERIN6 DI�OISION INTERSECTION IMPROVEMENTS ' �t.n��' �" SCALE DRAWING NO DRAWN BY SJ DESIGN BY RF CHECKED BY � SIGNALIZATION PLAN p�, � HORIZ 7"=10 �� DATE 07/12 WASH P E // DATE 07/12 WASH P E �� DATE G'Zp��' � w � > 0 a � Z 0 U W � � i a W � SHEEf 3 a � � N o OF � Z 30 a r ( l r— T —I I — 1 o; 1 ;� i ► I ; ; � I'D Lo I — N N �� I� �;, i I I w I W w = 1 21 ® I D L —— so -- —?� -- - - - -�- -50 -- A I J I S0 S ti i I HED L�E SCHEID E u I I v� - - -- 13 5 I 3 © 51® 51 - - - -- \�\ 1 - -- - -- v - - -- - - - -- -- -- - -- - - -- - - - - - - -- -- - - -- - -- - — - - - - - -- - - - - - -�_ w w �3 -n- a' -v- 20 - - - - -n- -n- - -n- -n -nom- \ `b ❑ - -u _ w w w _ _ \ w w w w -- - — - -- m -- a +°° CSR 3 0 3) a +oo 5+ 00 �--• — .....- _.., —_W -T,.. ...— —.,- -w . �� w� w — w — W__— -- w — ____ --- w w \, w Ad I r l I I I I I 3 I I I I I o I I I I I I I I I I I I N N W i W 0 0- a o v O V w ' O i a r- o p/3 �¢ of REVISIONS 0 2• FIELD BOOK CITY OF BREMERTON I � NO DESCRIPTION DATE BY AVE . SHEET 11 TN ST. AT WARREN AVE DEPARTMENT OF PUBLIC WORKS 8 UTILITIES F- ' TWO INCHES AT FULL SCALE a IF NOT SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS N e rn16 SCALE DRAWING NO OF � R F DRAWN BY S J DESIGN BY CHECKED BY grpy HORIZ 1"=20 VERT DATE 07112 WASH P E N DATE 07 WASH P E 4 DATE '� SIGNALIZATION PLAN a 30 CONDUIT/ WIRE SCHEDULE SIGNAL POLE EQUIPMENT SCHEDULE RUN NO PRE -EMPT PRE -EMPT CONDUIT DIET LOOPS PPB VEH HEAD PED HEAD INTER INT ILLUM DET LIGHT ' X 2C/S 2C /S 3C /S 2C 5C 5C 8 -PAIR LED LED SIZE SERVICE PHOTOCELL ILLUMINATION ST NAMESIGN NOTES GENERAL REMOVAL NOTES 2C POLE POLE OFFSET TO ppg Vy /SIGNS EVP EQUIP SIGN VEH SIGNALS PED SIGNALS S LUMINAIRE 1 BACKFILL ALL VOIDS CREATED BY EQUIPMENT REMOVAL WITH 2 3 STATION POLE HPS 1 NO TYPE CENTERLINE MTG MTG MTG ILLUM NOTES CRUSHED SURFACING TOP COURSE AND COMPACT O QUAN TYPE QUAN TYPE QUAN TYPE DET LIGHT STREET TRAFFIC M -0-111 t 1 NAME 2 SEE SPECIAL PROVISIONS FOR SALVAGED EQUIPMENT 2 1 3 0+760 480 LT 4 M 2 E 1 1 SN 1 T1 25OW 1 12" 2 3 9+385 54 T LT 3 M 2 E 1 1 SN-2 T 1 T-3 T-4 25OW REMOVAL NOTES O 3 1 3 3 10+412 38 V LT 3 M 1 E 1 AH 1 1 SN -1 25OW (1) 2" 1 3 2 51 REMOVE STEEL STRAIN POLE EQUIPMENT AND FOUNDATION 4 1 1+880 27 T RT 1 E 1 AH 5 3 1G+489 37 5' RT 4 M 1 E 1 AH 1 1 SN -2 T -2 250W 52 REMOVE SPAN WIRE AND EQUIPMENT 4 3" 1 3 2 6 1 0+870 325 RT 1 E 53 REMOVE SERVICE CABINET AND FOUNDATION 2 I I I I I SPARE 7 PPB 0 +785 (2) 1 AH 1 54 REMOVE CONTROLLER CABINET AND FOUNDATION 5 2 2 8 PPB 0 +757 420'LT 1 AH 55 REMOVE JUNCTION BOX REMOVE CONDUIT TO TRENCH LINE ' 9 PPB 9+451 37 T RT 1 AH O/H 1 10 PPB 9+331 422'LT 1 AH 56 REMOVE SIGNAL EQUIPMENT FROM WOOD POWER POLE 8 11 PPB 1+908 54 T RT 1 AH 1 12 1 7 (1) SEE CONSTRUCTION NOTE 14 2" 5 1 (2) 1 0' IN FROM R 0 W LINE 1 CONSTRUCTION NOTES O 9 JUNCTION BOX SCHEDULE 1 CONSTRUCT CEMENT CONCRETE FOUNDATION FURNISH AND INSTALL TRAFFIC SIGNAL POLE AND 112" 1 EQUIPMENT SEE SIGNAL POLE EQUIPMENT SCHEDULE FOR POLE TYPE AND EQUIPMENT SEE SIGNAL STANDARD 9 JUNCTION BOX TABLE ' DESIGNATION TYPE FUNCTION STATION OFFSET 10 112 1 1 1 2 1 A 1 ILLUMINATION 8 +35 (2) 2 INSTALL 6' X 30 INDUCTION LOOP VEHICLE DETECTOR CENTER IN TRAFFIC LANE SEE CITY OF BREMERTON STANDARD DRAWINGS 8001 8002 8003 AND 8005 3 11 4 2 1 B 1 ILLUMINATION ( (3) 3 INSTALL 5 DIAMETER INDUCTION LOOP VEHICLE DETECTOR CENTER IN TRAFFIC LANE SEE CITY OF ' 11 3 2 5 4 C 8 SIGNAL (3) (3) BREMERTON STANDARD DRAWINGS 8001, 8002, AND 8005 2" SPARE D 1 SIGNAL -0 +42 (2) 4 CONSTRUCT CEMENT CONCRETE FOUNDATION AND PAD FURNISH AND INSTALL CONTROLLER CABINET AND E 2 SIGNAL (4) (4) SERVICE CABINET FURNISH CONTROLLER TO BE INSTALLED BY CITY OF BREMERTON PERSONNEL FURNISH AND 12 8 INSTALL JUNCTION BOXES ON THE PAD AS NOTED SEE DETAIL 1 SHEET 12 F 8 SIGNAL ( ( 5 ROUTE NEW CONDUIT INTO EXISTING ILLUMINATION JUNCTION BOX SPLICE TO EXISTING ILLUMINATION ' 13 2 2 1 SPARE G 1 ILLUMINATION (3) (3) CIRCUIT WIRES IN BOX H 1 SIGNAL 11 +65 (2)(5) 6 SPLICE NEW INTERCONNECT CABLE TO EXISTING CABLE IN EXISTING SPLICE COMPARTMENT ON WOOD POLE 11/2" 1 14 2 1 1 2 I 1 SIGNAL 10 +80 (2) 7 FURNISH AND INSTALL WEATHERHEAD AND 1-1/2 GALVANIZED STEEL CONDUIT ON POLE AND ROUTE INTO 4 17 1 8 3 1 1 1 1 J 8 SIGNAL (3) (3) JUNCTION BOX "E" CONTACT PSE FOR INSTALLATION REQUIREMENTS 15 4 3 7 8 1 K 1 ILLUMINATION (3) (3) 8 REMOVE EXISTING AERIAL INTERCONNECT CABLE FURNISH AND INSTALL NEW CABLE PER THE SPARE CONDUIT/WIRE SCHEDULE 2^ L 2 SIGNAL 1 + (7) 9 LOCATE AND UNCOVER EXISTING LOOP WIRES AND CONDUIT BETWEEN CURB AND EXISTING STRAIN POLE 4" 22 8 4 2 ' 18 4" 4 8 8 M 2 SIGNAL 3 +16 (7) DISCONNECT FROM 2C /S LEAD -IN WIRES ROUTE CONDUIT AND LOOP WIRES INTO JUNCTION BOX "C" AND SPLICE TO NEW 2C /S LEAD -IN WIRES SEE CONDUIT /WIRE SCHEDULE 2^ SPARE N 1 SERVICE 3 +10 (8) 4" 22 8 4 2 O 1 INTERCONNECT 4+40 (6) 10 REMOVE EXISTING BREMERTON FERRY" DIRECTIONAL SIGN FROM SPAN WIRE, FURNISH AND INSTALL MOUNTING HARDWARE AND INSTALL ON MAST ARM AT APPROXIMATE LOCATION SHOWN 17 4" 4 8 8 2-18 P 8 SIGNAL (3) (3) ' 2" SPARE O 1 ILLUMINATION (3) (3) 11 CONSTRUCT FOUNDATION FURNISH AND INSTALL TYPE 1 GALVANIZED STEEL DAVIT STREET LIGHT POLE WITH THE FOLLOWING EQUIPMENT 18 2 5 1 2" SPARE R 8 SIGNAL ( ( • 40 LUMINAIRE MOUNTING HEIGHT 112 2,48 S 1 ILLUMINATION ( ( • 14 LUMINAIRE ARM ' 19 T 2 INTERCONNECT 5 +05 ( • 250 WATT HPS LUMINAIRE, TYPE M -C -III DISTRIBUTION PATTERN v 2" 1 U 1 ILLUMINATION 5+05 ( FURNISH AND INSTALL WSDOT TYPE i JUNCTION BOX IN SIDEWALK ADJACENT TO POLE i 20 2' SPARE NOTES 12 LOCATION FOR POWER TO SIGNAL FURNISH AND INSTALL WFATHERHEAD, CONDUIT AND WIRE ON POLE v 21 2 GALV (1) INSTALL ON CONTROLLER CABINET PAD CONTACT PUGET SOUND ENERGY PERSONNEL FOR MATERIAL AND INSTALLATION REQUIREMENTS (2) INSTALL IN SIDEWALK AT BACK OF EXISTING CURS 13 SPLICE ILLUMINATED STREET NAME SIGN CIRCUIT IN JUNCTION BOX 3 112' 1 (3) INSTALL IN SIDEWALK BETWEEN RAMPS, AS CLOSE TO BACK OF CURB AS POSSIBLE 14 FURNISH LUMINAIRE ARM AND LUMINAIRE INSTALL LUMINAIRE ARM ONLY IF SUFFICIENT CLEARANCE PER 112^ 1 (4) INSTALL IN SIDEWALK ADJACENT TO EXISTING POWER POLE CODE CAN BE MAINTAINED WITH THE OVERHEAD WIRES OTHERWISE INSTALL REMOVABLE CAP ON POLE TOP (5) ADJUST STATION IF NECESSARY TO BE OUT OF ALLEY 15 INSTALL PHOTOCELL ON TRAFFIC SIGNAL POLE SEE CITY OF BREMERTON STANDARD DRAWING 7017 5 50 11/2 24� (6) INSTALL IN SIDEWALK (7) INSTALL IN SIDEWALK AT BACK OF NEW CURB 16 INSTALL CONDUIT AT BACK OF EXISTING SIDEWALK 0 2 " 2-48 n 51 W i d 2" 248 3-012 2478 2 NOTE o ' a 52 1 JUNCTION BOXES MAY BE FIELD za o ADJUSTED TO BETTER FIT WITH J 53 2 3 248 2 EXISTING CONDITIONS AS DIRECTED BY o N 54 112^ 3412 248 1 THE ENGINEER G w 55 112' 248 1 2 FOR C ADDI IONAL C ' a 56 2" 24 1 BOXES - 57 2 2-f8 2 c NOTES (1) ,GROUND WIRES NOT SHOWN INSTALL PER WSDOT STANDARD SPECIFICATIONS a 4 �p FR REVISIONS 0 7" 2" FIELD BOOK NO DESCRIPTION DATE CITY OF BREMERTON AVE HEET BY 11TH ST AT WARREN 3 DEPARTMENT OF PUBLIC WORKS S UTILITIES a TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS N 9 +I SCALE DRAWING NO o OF = DRAWN BY SJ DESIGN BY RF CHECKED BY 49 SIGNAL SCHEDULES 30 � HORIZ N T S VERT DATE 07/12 WASH PE /J DATE 07172 WASH P E DATE 7 I ' b rz L a VEH SIG VEH SIG VEH SIG VEH SIG TERMINAL PED SIG EVP DIET PED SIG 71 72 41 42 COMPARTMENT 29 B 48 671 R 671 R R 641 R R 641 R R 641 R H 721 R 5B7 0 S L 672 0 672 0 A 642 0 A 642 0 — 0 642 0 M 722 G 562 Y H 741 R ' 673 G 673 G G 643 G G 643 G — G 643 G 723 W 5B3 BL M 742 G _ 674 B 674 B 644 B 644 B- — B 644 B - B ILLUM 2 -/8 FROM 743 - B J 676 W 676 W 646 W 646 W- W 646 W -° S N SIGN 1 -2C SERVICE - 0 FROM R 677 R PPB EVP LIGHT t -5C g w CABINET CONTROLLER tv i -5C -=O= 672 O 29 B m a o a o a 1 -5C - =G= 673 c CABINET — R 611 —0- 5A1 — B 1 OA B 67a B 724 B 5Ba B� 55 1 -SC 725 W 595 W 1 -3C /S POLE © Q — 0 612 — Y 5A2 a m — W 108 10 0 w 676 w — G 613 m —BL- 11A tt 1 - 5C t - 2C — B- 614 ' — 0 5B1 11B 7 - sC FROM — W 616 —Y 5B2 m ® — B 20A 20 CONTROLLER PED SIG — R 621 N — 0 SC 1 — B 20A 1 -2C /S 88 — 0 622 1 -5C CABINET — G 623 V e — Y 5C2 v o — W 21B 21 Q E m :: W R — B 624 `� —BL 5C3 — B- 1 -SC 10 M 762 G — W 626 1 — 0 501 m —W- 228 22 783 W 631 — Y 5D2 o a — B 23A 23 POLE - B O 3 632 —BL 5D3 —W- 23B 5 633 a 30B 30 VEH SIG VEH SIG VEH SIG VEH SIG TERMINAL PED SIG EVP DIET PPB 89 66 DET DETECTORS T i - 0 69 — R 641 318 11 61 62 73163 COMPARTMENT 49 C — G 642 ° e — w 408 40 784 B d J — 41 611 R R 661 R R 661 R R BI 661 R R 661 R H 741 R SC1 0 SL 785 W 1 -5C FROM —B g 41A 644 °° t -zc s CONTROLLER — R 651 42A ' 612 0 A 662 0 A 662 0 A 662 0 == 0 662 0 M 742 42 G SC2 Y W 646, — W 418 a 613 G G 663 G G 663 G 663 G = G 663 G G 743 W 5C3 BL CABINET — ° 652 a 43A 614 B 666 B 664 B 672 WB = 9 664 B - 9 S N 1 -2C SERVICE — G 653 a a — B 509 43 676 W 666 W 666 W 673 BL - = W 666 W - ° — B 654 '� — B 5A4 436 664 B s71 R PED SIG EVP LIGHT CABINET POLE O4 22 — R 66 — B B — W 50A 50 668 W ' BL 672 0 68 C 1 -7C BL 673 G — 0 662 n — W 5B5 m 51A e 674 9 H 761 R 5C4 B 55 — G 663 N s — B 5C4 0 51B 51 t -3C /S — B 664 — W SCS ° — B 60A 1 -5C 676 W M 762 G 5C5 W 1 -2C P696 — w 666 a — B 5D4 0 — W 60B 1 -5C R 60 611 R 763 W = R 671 2 — W 5D5 @ — B 61A 61 -g - G 613 G - ° FROM ts4 B — 6 672 ^ a EVP P DETECTOR — e 62B 1 5C a B 614 B - CONTROLLER 7ss w N 62 FROM — B 67a � LIGHTS — W 626 1 - 5C w 616 w 1 -5C CABINET 7 -2C s CONTROLLER = W= 676 x ;Z — e 63A 63 — R 681 — W 63B 1 -5C CABINET — 0 682 m — B 70A 70 1 -5C A — G 683 o ° s — W 70B ' POLE 10 Q — B 684 — B 71A — W 686 ER ' ? w — W- 71B 71 a POLE Qi VEHICLE SIGNAL w X EL — w 7 2B 72 PPB DISPLAYS = R= 721 rn — B 73A 73 VEH SIG VEH SIG VEH SIG TERMINAL PED SIG EVP DET 48 = G = 722 � — w 73B 81 82 8 COMPARTMENT 69 D = w 723 N — B BOA 80 744 B = R = 741 rn — W 80B R 681 R R 681 R H 761 R 5D1 S L 745 W� FROM = G 742 a — B 81A 61 R R 687 R 681 R 1 -2C S = W 743 — W 618 A 682 0 A 682 0 A 682 0 -= 0 682 0 M 762 G 5D2 1 0- ::: CONTROLLER ==R= 761 rn — 8--82A G 683 G G 683 G G 683 G - = G 683 G 763 W 5D3 BL PHOTOCELL CABINET = G 762 � — W - 82 ro 684 B 684 B 684 8 -= B 684 B - B 2 -/8 FROM ® Q 686 W 686 W 686 W - = W 686 W - 0 = W 763 o — B 83A 83 a ILL UM 1 - 2c CABIN 3 i2 SERVICE POLE 7 2 = R 781 rn — W 8 PED SIG EVP LIGHT s N SIGN ET = G 782 ° = m — 9 84A 1 - 5C 68 D = W 783 � — W 848 84 1 - 5c 54 PEDESTRIAN — IN 658 85 ' H 781 R 5D4 B PPB 1 -sc M 782 G SD5 w t -3c s 49 SIGNAL DISPLAYS 783 W 1 - 2C DETECTOR LOOPS - B FROM 74a B 1 -5C 745 W FROM BL 541 va - o CONTROLLER 1 -5C CABINET 1 -zc s CONTROLLER =OR= 543 ' 1 -5c CABINET ' w 544 m d 14 - - GN= 545 r a a 3 POLE 0 'O — =W= 546 B 724 % POLE 2 2 - BR 547 = W 725 N N a 3 - =W= 548 � B 44 co m j 'GN 549 = W 745 ` VEH SIG VEH SIG VEH SIG TERMINAL PED SIG EVP DIET PPB - W 550 —B= 764 51 21 22 COMPARTMENT 28 A 'BL 551 = W 765 3 764 B TO WARREN AVE 6TH Sf - R 552 y/ B= 784 785 2 2 a JO- R R 621 R R 621 R R 621 R H 721 R SA1 0 S L 765 W� TO WARREN AVE 13TH ST E 0 A 0 A 622 622 — 0 622 0 M 722 G 5A2 Y 1 - 2C S FROM PEDESTRIAN G G 623 G G 623 G — G 623 G 723 w sA3 BL CONTROLLER COORDINATION PUSHBUTTONS 0 B 624 8 624 B — B 624 B - B 2- 8 FROM CABINET N W W W = W 626 W - 0 S N SIGN 626 626 ILLUM N R 651 R PPB EVP LIGHT 1 - 2C SERVICE POLE Q 1 -5C 0 652 0 28 A o ' o 1 -5C G 653 G 5A4 B 55 a 9 t -sc w 65s W 7za B F� W t -3C /s PPB PREEMPT WIRING CODING TERMINAL CODING z 725 w 1 � = / � 1-2G S ORANGE 24 VOLT ® CONNECT TO NEUTRAL BUSS °- 1 -5C FROM 78a B YELLOW CALL ® CONTROL SIDE TERMINAL CONNECTION N 3 1 - 2C /s CONTROLLER 7s5 W t - s FROM BLUE SPARE ® CONNECT TO DETECTOR COMMON BUSS w ' 0: t -5c CABINET CONTROLLER DRAIN GROUND ❑ SPARE - i 1 -5C CABINET I N 1 o POLE 1, 0 CONTROLLER CABINET TERMINALS POLE 0 Z �� FIELD BOOK CITY OF BREMERTON 3 ¢� REVISIONS 0 t" 2" o w tR a No DESCRIPTION DATE BY DEPARTMENT OF PUBLIC WORKS & UTILITIES 11TH ST. AT WARREN AVE. SHEET tR z O INCHES AT FULL CALE I SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS N 10 tn OF S -CA DRAWING NO DRAWN BY SJ DESIGN BY RF CHECKED BY SIGNAL SCHEMATIC WIRING DIAGRAMS 30 E HORIZ N T S VERT DATE 07112 WASH P E $ DATE 07172 WASH PE # 4 d DATE to z a ' NOTES LEGEND MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT a VEHICLE SIGNAL HEAD �1 ' OFFSET DISTANCE INDICATED IN TABLE b TRAFFIC SIGN DEGREES CLOCKWISE TO TYPICAL ATTACHMENT POINT ❑2 FIELD INSTALLED c INTERNALLY ILLUMINATED FROM 0 I STREET NAME SIGN �3 PROVIDE LUMINAIRE ARM TYPE 1, WHERE SPECIFIED, SEE SPECAL PROVISIONS AND WSDOT STD PLAN J -7c d PRE -EMPT DETECTOR AND LIGHT TYPICAL E1 3/4" CHAMFER, NO CHAMFER SIGNAL ARM OBASE ❑ IN PAVED AREAS ❑4 NOT USED f PEDESTRIAN SIGNAL HEAD ATTACHMENT 9 RECESSED TERMINAL COMPARTMENT POINT ANCHOR RODS AND PLATES PER MANUFACTURERS R5 SEE WSDOT STD PLAN J- 2110 -02 FOR FOUNDATION DETAILS ' SPECIFICATIONS (4 EA) h PEDESTRIAN PUSH BUTTON ALL HANDHOLES 2 "NOM GROUT PAD WITH 1/2" DRAIN HOLE SET POLE BASE PLATE ELEVATION FLUSH WITH TOP OF ASSEMBLY AND SIGNS AT 180 w FLUSH IN PAVED AREAS 6 PEDESTRIAN CURB AT BACK OF RAMP J � HANDHOLE 0 l' MIN -2 MAX ' w SET TO OF FOUNDATION FLUSH WITH TOP OF SIDEWALK 1 LUMINAIRE POLE ORIENTATION _ ANGLE (POA) CLASS "3000" CONCRETE DEGREES CLOCKWISE w NO4 RD OR SQ HOOPS AS REQD ❑8 SET POLE BASE ELEVATION FLUSH WITH SIDEWALK SURFACE FROM OFFSET LI TO 0 POINT a w AT 1' - CENTERS J 2 -1/2" CLR ' �9 SET POLE BASE PLATE ELEVATION FLUSH WITH RAMP SURFACE C LOCATION STATION a a 8 NO 7 BARS EQUALLY SPACED 10 SEE WSDOT STD PLAN J -20 10 -00 FOR FOUNDATION DETAILS Rp WIDTH OR DIAMETER D D ' phg PER POLE SCHEDULE TABLE PLAN VIEW 3 POLE ORIENTATION AND ATTACHMENT POINTS FOUNDATION (TYPE 2 AND TYPE 3 POLES) ALL DIMENSIONS AND ORIENTATIONS SHALL BE FIELD CHECKED BY THE ENGINEER PRIOR TO INSTALLATION ' DETAIL n DETAIL n 1 NO SCALE NO SCALE 81 B5 i B3 B4 ' a - - 82 - - b a a B6 Bl l 8 1 ao I a 67 B9 610 c � a 1 2---- - - - - -- - -b— b b E G rG 1 2 I F Tb-f f CLEARANCE TO BOTTOM OF SIGNAL HEAD I I FEET FROM 40 45 50 53-150 1 I STOP LINE MIN MAX MIN MAX MIN MAX MIN MAX G G 2 M 3 SECTION 12" 16 5 17 5 16 5 19 2 16 5 20 9 165 220 f f _ h I h h I OI O OI 4 SECTION 12" 165 170 165 180 165 197 165 208 1 H H R2 aD a0 5 SECTION 12" 165 170 165 175 165 185 165 196 g 0 I I It N ' LIMITS OF VERTICAL CLEARANCE REQUIREMENTS h TYPE PPB TYPE PS TYPE 1 1 2-0 I " PPB POST PED HEAD VEHICLE HEAD 1 MIN _J STANDARD STANDARD ROADWAY ' CURB OR EDGE ° TYPE 2 TYPE 3 TYPE SD OF SHOULDER MAST ARM SIGNAL COMBINATION LIGHTING AND SPECIAL DESIGN STANDARD MAST ARM SIGNAL STANDARD SIGNAL STANDARD TABLE ° STD FIELD LOCATION TYPE MOUNTING MAST ARM SIGNAL MAST ARM DATA LUMINAIRE POLE ATTACHMENT POINT ANGLES (DEG) FOUNDATION 3 NO HEIGHT(FT) LENGTH OFFSET DIST FT Z POLE TO ATTACHMENT PT WINDLOAD AREAS FT 2 X Y (X)(Y)(Z) ARM FT DEPTHS(FT) SEE NOTES 0 STATION OFFSET FT LT RT POA Al I A2 Bt B2 B3 B4 85 66 B7 88 1 89 810 Bl l 81 B2 B3 B4 86 B7 B9 810 B11 TOTAL FT C E1 E2 D F G1 G2 H 11 12 3'RD 1 4 RD 1 0+750 480 X 0 3 1801 40 45' 42 5 31 20 26 8 24 14 92 75 92 92 120 75 5 1239 16 0 0 270 2 180 2 180 10 7 2 9+365 54 3' X 0 3 180 40 55 46 50 36 28 32 53 24 15 92 75 92 92 63 75 10 2051 16 0 270 270 2 180 2 180 15 7 3 10 +41 2 38 0 X 0 3 18 5 40 50 49 38 27 32 10 9 2 9 2 9 2 18 1229 16 90 90 90 2 0 3 10 9 n 8 4 1+880 277 X 0 1 270 2 0 3 9,5 5 1 10+469 37 5' X 0 1 3 180 40 45 41 36 31 22 28 14 18 8 92 90 92 92 92 75 10 1533 12 0 0 27%2) 180 0 3 13 6 ' 0 6 0+870 325 X 0 1 1 180 (2) 7,5 M 7 0+785 1 X 0 PPB 0 3 910 8 0+757 42 0' X 0 PPB I 1 1 00 8,10 3 9 9+451 377 X 0 PPB 0 3 810 0 u 10 9+331 42 2' X 0 PPB 0 3 810 w ' W 11 1+908 541 X 0 PPB 0 3 8,10 w I ##I (1) 10 IN FROM R 0 W LINE (2) APPROX ORIENTATION FIELD ADJUST FOR MAXIMUM VISIBILITY FROM OPPOSITE RAMP (3) APPROX ORIENTATION FIELD ADJUST PARALLEL WITH CROSSWALK o a 9�3�T 4 REVISIONS 0 1" 2" FIELD BOOK CITY OF BREMERTON 3 o No DESCRIPTION DATE BY DEPARTMENT OF PUBLIC WORKS & UTILITIES 11TH ST. AT WARREN AVE. SHEET a x z TWO INCHES AT FULL SCALE ' IF NOT SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS N 11 1�tg DRAWING NO o OF = SCALE SIGNAL STANDARD TABLE AND DETAILS Z 30 DRAWN BY S J DESIGN BY R F CHECKED BY r ry HORIZ N T S VERT DATE 07112 WASH P E f/ DATE 07112 WASH P E a ;`ffiG DATE 7 Z a AS REQUIRED CEMENT CONCRETE----, PAD J -BOX 'R" / i/ 15 53 J -BOX "S" / O TRAFFIC SIGNAL f CONTROLLER CABINET zi I f �T I II 11 11 5z I I BOOR 1 II Y CONTROLLER CABINET OR SERVICE CABINET CEMENT CONCRETE Zr 3" TYP (WHICHEVER IS WIDER) +6" PEDESTAL / BACK OF SIDEWALK ' SERVICE CABINET 6 " TYP j 12" Li NOTES CONTROLLER CABINET 6" TYP STA 9+20 + SERVICE CABINET + 18" 1 SEE WSDOT STANDARD PLANS AND CITY OF s1 BREMERTON STANDARDS FOR GROUNDING DETAILS ® BACK OF SIDEWALK LOCATE GROUND ROD BOXES ON FOUNDATION PAD CONSTRUCTION JOINT ' 2 SEAL CABINETS TO PEDESTAL APPLY SEALANT AND SET CABINETS ONTO SEALANT REMOVE EXCESS SEALANT ' 3 INSTALL 3/8" DRAIN HOSE INTO EACH CABINET TRIM / 8' DRAIN HOSE TO EACH HOSE FLUSH WITH TOP OF PEDESTAL 3/8" 4 INSTALL TRAFFIC SIGNAL CONTROLLER CABINET WITH V) DOOR OPENING AWAY FROM SIDEWALK ' a 5 INSTALL SERVICE CABINET WITH METER SIDE TOWARD #4 BAR m SIDEWALK EACH CORNER 3 6 SEE SPECIAL PROVISIONS AND CITY OF BREMERTON STANDARDS FOR SERVICE CABINET AND TRAFFIC II 0 I 1 ' SIGNAL CONTROLLER CABINET SPECIFICATIONS _ _ T p---- - - - - -- p rn 7 INSTALL JUNCTION BOXES ADJACENT TO CABINETS HOOPS 111 U 10 0 N ON CONCRETE PAD EVEENLY NLY SPACED _ �� — — — — — — — — —�� _ N i 8 TERMINATE CONDUITS IN CENTER OF CABINETS --- �1 GROUNDABOVE ADJACENT o a 6" PCC PAD � s' — 1' MIN T � 4. CSTC n V) w ' U N W cr 0 i DETAIL 1 I SERVICE CABINET i TRAFFIC SIGNAL CONTROLLER CABINET FOUNDATION J Q w REVISIONS 0 ,• 2• FIELD BOOK CITY OF BREMERTON 3 o Fu ca y No DESCRIPTION DATE BY 11TH ST AT WARREN AVE SHEET DEPARTMENT OF PUBLIC WORKS & UTILITIES a TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS 12 N D RAWING NO NO O Sc � SIGNAL DETAILS z 30 DRAWN BY S J DESIGN BY R F CHECKED BY et HORIZ N T 5 VERT DATE 07112 WASH P E // DATE 07/12 WASH P E // DATE f Id2 a I MAX 2I SLOPE — EXISTING RETAINING WALL � I 48' 44' I I I 42' FTI 40, ' \ ` A \ ` \ 3 — ____________J_______ _____J_____________ _ _ \ I � O 1 3 H a 0 a ' LEGEND = EXISTING CONTOUR — =NEW CONTOUR CL o � N 0 o a a v `o J / W ' U O CL I `713 Zolb a gRI; w 2 } Rd� t o REVISIONS 0 1' p" FIELD BOOK 3 NO DESCRIPTION DATE BY CITY OF BREMERTON I ITH ST. AT WARREN AVE SHEET DEPARTMENT OF PUBLIC WORKS & UTILITIES a TWO INCHES AT FULL SCALE ENGINEERING DIVISION INTERSECTION IMPROVEMENTS IF NOT SCALE ACCORDINGLY o OF DRAWING NO tom SCALE DRAWN BY S DESIGN BY G CHECKED BY RAIN GARDEN AND LANDSCAPING CONTOURS z HORIZ 1' =10 VERT DATE 4111 WASH P E # DATE 4111 WASH P E If DATE a E--� 'liii w. ii iwi`i i i i i w i w w w w- w w i� i -i iwiwwi wwwwwwiiiw CONTRACTOR TO SUPPLY I rU w w w iiiiiWi�iWi�wWwWw W.�.W.W.W.�.W.�.Wiw iwWw�i�` .i.w.i.wwwiiiiiwwwww IRRIGATI ❑N PLAN FOR i PLANT MATERIALS IN ROW. W. W. W. i. . W . .. W . W . W. W. W. W. W. W il w w w w i i i i WW� W °W W, I i i ROW I w w . W W W . y W W . 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W .`.`.W.y.`.W. °. °.'.`.W.`.W.W. °. .'.`. .�. i ° W .�..........� °......... .......... i 1 i w i i •, w i i i i i i w i i w w, w J, �, i w w i w i i i i . i W . w i i i i w i wWiLL ... ��w i w i i i i w w�ii i w i i i i w i .�yi w i i w i i i i i i ��i w i i i i w w i W i w W i i W -- —��� =► __ - i iwiwiwiw — °w i - W aw.. ..i.w.i.w.i ... i . i i O• i i i i i W — i i• iwii ' INLET t I OUTLET provide 2 (min) spare PLANT SCHEDULE SUMP f _' A links to adjust tension NAME SIZE QTY REMARKS V ACER RUBRUM 'RED SUNSET' /RED MAPLE 2' CAL 11 SINGLE LEADER, TRUNK FREE g grade egrowI OFBRANCHES TO 4 FOOT nursery 3 0 0 2�y3 ' T OP SLAB ACCES 0 4W \ / . STRUC 3"( 3 "(com paCteddepth �`� 1/2°Idearonaii SEEDED LAWN N/A SQ9YD specified mulch, keep #5 "Chamlock" IasUC `� COVER DETAIL �. 6" away from base of tree ties, adlust o Y Q sides of trunk rn ~ bunk & place In 3 dia as directed n ' ring centered on ( see �+ Staking Plan STORM WATER FILTER VAULT-9"6 (see inset plan) y W a previous PLAN VIEW tree stakes O -2 'a Note staking required level at finish grade a remove all burlap, twine > R for 5' -0" ht and taller 3 in bark or feather topsoil o & wire rootball trees onl Alternate or compost and much j CONTRACTOR TO GROUT TO L Q stakin methods may be wood chip mulch to base of plant l a , FINISHED GRADE d ? a eCcepfable with the fertilizer ' t m approval or the finished grade , . r .: , • 9 3 a 12 in topsoil type l me b authority GRADE A `o RING RISERS " >' ' Z Scarl(V sides of $ re Uired fOr a p pit c greater than 3" caliper M j pie �s excavate top 12" of Y m root depth ' S -- re soil over ea r� square feet 'min) area m E in minimum centered on tree trunk o backfill planting pit with € N — 50% excavated native c W soil (if suitable) & 50% �2X a free- draining imported o _ INLET PIPE € tOpSOI 25% �mte uP root ball diameter a r o— n sr v amendment in g z s fast draining or 2 X DIA OF ROOTBALL MIN z o =o organic - deficient soil SHRUB & CONIFER PLANTING DETAIL 0 • - U I _ NOTE Conduct tree pit drainage test in the presence NOT TO SCALE N W it FILTER CARTRIDGE • .� of City inspector prior t0 planting W j "_ ' t t ' = • t OUTLET PIPE W /1Y STUB j UNDERDRAIN MANIFOLD OUTLET SUMP I T RISER ET R r NDPE OUTL - rl(3�otz STORM WATER FILTER VAULT -9516 STREET TREE PLANTING & STAKING t z NOT TO SCALE ¢PRIOR SECTION A -A W t 'Q of VA s REVISIONS o 1 y° FIELD BOOK 3 NO DESCRIPTION DATE BY CITY OF BREMERTON 11TH ST. AT WARREN AVE. SHEET Q TWO INCHES AT FULL SCALE DEPARTMENT OF PUBLIC WORKS & UTILITIES IF NOT SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS N 14 SCALE DRAWING NO DRAWN BY S DESIGN BY G CHECKED BY 70N 0A' HORIZ 1 =10 vERT DATE 4111 WASH PE LANDSCAPING AND DETAILS z DATE 4/11 WASH P E # DATE rl F T, IM J I I R3 -8 SERIES El = N I 1 I I r N I I I I ° A , \ \� I 0 •� ® END STA. 4 +13 , 6 END STA 0 +72 2 ® 3 \ 1 STA 3 +83 3 7 1 ® 2 6 -- — - - -- ® ® 6 END STA. 3 +23 STA 4 +98 Y — — �Q .--n 7 STA 3 +73 STA 4+ 1 _ END STA 5+17 6 ® 1 +00 °o ® +p0 3 3 +00 3 S R 3 0 — 3) 4 + 5 +00 6 ® ® 6 +00 ® 6 F _____ + � START STA 1 +95 Flo -- -- - - - - -- B N RTH M3 -i a I I I I I I I I = D3 -1 D3 -1 START STA. 10+4 8 M1 -5 , _T I 6 6 36'w I 16 3 END STA 10 +83 R3 -8 SERIES o l�l I I I I I I I C❑NSTRUCTI❑N NOTES O INSTALL 24' WIDE PLASTIC STOP LINE STRIPE 5' FROM AND PARALLEL TO ' n CROSSWALK O INSTALL PLASTIC CROSWALK LINES ALIGN CENTERLINE OF CROSSWALK WITH 3 CENTERLINE OF CURB RAMPS. ' m O INSTALL PLASTIC TURN ARROW SEE WSDOT STANDARD PLAN M- 2040 -01 GENERAL N❑TES1 C�4 INSTALL PLASTIC TRAFFIC LETTERS 'ONLY' SEE WSDOT STANDARD PLAN M- 8030 -01 SIGNAGE FOR RED -FLEX CAMERAS BY OTHERS O INSTALL RAISED PAVEMENT MARKERS SEE WSDOT STANDARD PLAN N O6 INSTALL LANE MARKERS SEE WSDOT STANDARD PLAN M-2050-02 O7 INSTALL DOUBLE CENTERLINE. SEE WSDOT STANDARD PLAN M-2050-02 CL` O8 INSTALL SIGN SHOWN COORDINATE LOCATION WITH CITY ENGINEER INSTALLATION a o TO BE IN ACCORDANCE WITH WSDOT STANDARD PLAN M-2450-00, TYPE ST -3 SIGN o SUPPORT CL U W O W r _J ` �l 1�'Loll a FRIDR r ' o REVISIONS 0 1" z" RELD BOOK CITY OF BREMERTON 3 v 2 NO DESCRIPTION DATE BY DEPARTMENT OF PUBLIC WORKS S UTILITIES 11TH ST. AT WARREN AVE SHEEP r a Two INCHES AT FULL SCALE ENGINEERING DIVISION INTERSECTION IMPROVEMENTS 15 ' IF NOT SCALE ACCORDINGLY OF SCALE DRAWING NO DRAWN BY S DESIGN BY G CHECKED BY CHANNELIZATION AND SIGNAGE PLAN Z 2B iE HORIZ 1 " =20 VERT 1 " =5 DATE 4111 WASH P E DATE 4/11 WASH PE # DATE °- L I *A 'SIDEWALK CLOSED AHEAD USE CROSSWALK R AD TO ACCESS OTHER SIDE' - LOCATED AT NEXT ' W K a INTERSECTION (SEE NOTE 8) 9 A EAD 1 END ROAD WORK 020-2 WORK AHEAD M20 -1 ROAD 4 o END WORK OA RD WOR N AHEAD 620-2 = N •-• W20 -1 ( "x 48 ") (SR q ' WARREN AVE, ° AD 3 a ° HEAD O o ' 1 I- 020 -2 ❑ I I I I ❑ N ROAD ALL PHASES NOTES, WORK END ' AHEAD ROAD WORK 1 TWO LANES NORTH & SOUTH BOUND SHALL BE 020'2 MAINTAINED MONDAY THROUGH FRIDAY FROM 3 TO 6PM (48 "x 48 2 WORK TO BE COORDINATED WITH TWO OTHER CITY PROJECTS, ROAD WORK • CROSSTOWN MAIN REPLACEMENT - WHICH WILL CLOSE 11TH STREET FROM JULY TO SEPTEMBER 2012 • HIGHWAY SAFETY IMPROVEMENTS - WHICH PHASE 1 NOTES WILL IMPACT 16TH AVE AND WARREN AVE 1 SIDEWALK ON BOTH SIDES OF WARREN AVE TO 48"x 48 ") & WARREN AVE FROM BURWELL ST TO 6TH REMAIN OPEN TO PEDESTRIANS a ST ACTIVITIES AT ALL THREE LOCATIONS SHALL 2 EXISTING CHANNELIZATION AND SIGNING TO BE COORDINATED WITH THE CONTRACTOR AND REMAIN IN CURRENT STATE CITY ADOPT THESE TRAFFIC 3 CONSTRUCT SIGNAL AT 13TH ST � 3 CONTRACTOR SHALL A 3 CONTROL PLANS OR SUBMIT A SEPERATE PLAN 4, BEGIN CONSTRUCTION OF 10' SIDEWALK, AND o =TRAFFIC DRUMS SUBJECT TO APPROVAL BY THE ENGINEER LOT GRADING BEHIND EXISTING SIDEWALK ® = WORK ZONE 4 SINGLE LANE CLOSURE SHALL ADHERE TO 5 CONSTRUCT SIGNAL AT 11TH ST (KEEP EXISTING o WSDOT STANDARD PLAN WZ -3 SIGNAL FUNCTIONAL AND VISIBLE FOR DRIVERS in 5 SIGN AND DEVICE SPACING SHOWN 6 CONNECT STORM TO EXISTING STORM FOR TESC ' APPROXIMATE ADJUST SPACING IN ACCORDANCE o WITH THE WORK ZONE TRAFFIC CONTROL AND PLACE SILT BAG ON BEEHIVE STRUCTURE o CL GUIDELINES (1454 -44) AND TO FIT ROAD 7 CONDUIT TRENCHING W/ ONE LANE CLOSURES a o CONDITIONS ONLY(BEFORE 3PM) o 8 SIDEWALK CLOSE SIGNS TO BE INSTALLED AT w ' NEAREST INTERSECTION ONLY ONE INTERSECTION CORNER SHALL BE CLOSED AT A i 1 TIME ° - 7 (l3(z1z FRIDR 0v TA REVISIONS 0 ,• 2` FIELD BOOK CITY OF BREMERTON 3 r�2`' • NO DESCRIPTION DATE BY DEPARTMENT OF PUBLIC WORKS & UTILITIES 11 TH ST AT WARREN AVE SHEET V - TWO INCHES AT FULL SCALE IF NOT SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS C-4 16 ' SCALE DRAWING NO z OF DRAWN BY J DESIGN BY CHECKED BY G TRAFFIC CONTROL PLAN PHASE 1 ae ttauy 6¢ HORIZ 1' =40 VERT DATE 11/11 WASH P E # DATE WASH P E # DATE 11/11 a 1 AD ORK q EAD 0-1 END ROAD WORK 020-2 1 END ROAD ' ROAD WOR y HEAD 020-2 = ° 11 a _ w2o-1 (48 "x 48') ' = q a 1 1 1 1 o 0 0 0 0 ® - OAD HEAD RIG CLOSED E CAU7E SCLDSED' N �1 END AHEAD � '4111, 3n ' 0 -1 MI20 -S W _2L W21-1701 020-2 ( x 48 ") (48 "x 48 ) (48 x 48 ") (36 "x 36 ") M ° 4 PCHS ( ( SEE NO 03) ❑ ❑ PHASE 2 ALL PHASES NOTES END ROAD WORK 1 TWO LANES NORTH & SOUTH BOUND SHALL BE 020-2 MAINTAINED MONDAY THROUGH FRIDAY FROM 3 TO 6PM ' 2 WORK TO BE COORDINATED WITH TWO OTHER CITY PROJECTS, -- ROAD • CROSSTOWN MAIN REPLACEMENT - WHICH WORK WILL CLOSE 11TH STREET FROM JULY TO AHEAD SEPTEMBER 2012 ' • HIGHWAY SAFETY IMPROVEMENTS - WHICH WILL IMPACT 16TH AVE AND WARREN AVE PHASE 2 NOTES) a W20-1 & WARREN AVE FROM BURWELL ST TO 6TH 1 COORDINATE SIGNAL REVISION W/ ELECTRONIC'S 48% 48 ") ST (BAG LEFT TURN BALLS) ACTIVITIES AT ALL THREE LOCATIONS SMALL BE COORDINATED WITH THE CONTRACTOR AND 2 REVERSE TAPERS AND SWAP W4 -2L W/ W4 -2R CITY FOR PLANING OPERATION (NIGHT WORK) t 3 CONTRACTOR SHALL ADOPT THESE TRAFFIC 3 ENE WEEK PRIOR TO LANE CLOSURE THE 3 CONTROL PLANS OR SUBMIT A SEPERATE PLAN PORTABLE CHANGEABLE MESSAGE SIGN SMALL SUBJECT TO APPROVAL BY THE ENGINEER BE PLACED INTO OPERATION AT THE LOCATION LF.MaL SHOWN AND SMALL DISPLAY THE MESSAGE 'ONE 0 = TRAFFIC D17M 4 SINGLE LANE CLOSURE SHALL ADHERE TO LANE ROAD - DD /MM TO DD /MM - USE m WSDOT STANDARD PLAN WZ -3 ALTERNATE ROUTE' -A = WORK ZONE 0 N Z 5 SIGN AND DEVICE SPACING SHOWN ® = WORK ZONE OVERLAY AND STRIPING APPROXIMATE ADJUST SPACING IN ACCORDANCE > 2 WITH THE WORK ZONE TRAFFIC CONTROL ® = COMPLETED AREA a °- GUIDELINES (M54 -44) AND TO FIT ROAD c CONDITIONS z r W a a I 4 '7(13'Zo ' U }PR pRIDRf r *w "g REVISIONS G 1. 2° FIELD BOOK CITY OF BREMERTON 3 No DESCRIPTION DATE BY DEPARTMENT OF PUBLIC WORKS & UTILITIES 11TH ST AT WARREN AVE SHEET TWO INCHES AT FULL SCALE ENGINEERING DIVISION INTERSECTION IMPROVEMENTS IF NOT SCALE ACCORDINGLY » � DRAWING NO o OF f l p SCALE DRAWN BY J DESIGN BY CHECKED BY G TRAFFIC CONTROL PLAN PHASE 2 Z �- � �O HORIZ 1' =40 VERT DATE 11/11 WASH P E I/ DATE WASH P E # DATE 11/11 a 30 1 O AD 1 I ORK A EAD W 1 END (48 x 48 ° ) ROAD WORK 020 -2 ROAD F WORK N AHEAD S W20-1 a 0 0 O 0 OAD RIGHT LA HEAD CLOSED �N E 9 ° AHEAD H 0 gg END i T ROAD WORK ' 0 W20 - W -2L W21 -1701 LANE CLOSIAtE F � ® $ 020 -2 ( x 48 °) (48 48 ) (48 x 48 ) (36 "x 36 ") RESTRICTIDN SEE NOTE 3 n n 1 PCMS (SEE E) ❑ y END ROAD WORK 020-2 ALL PHASES NOTES 1 TWO LANES NORTH & SOUTH BOUND SHALL BE ° MAINTAINED MONDAY THROUGH FRIDAY FROM 3 TO 6PM ROAD WORK ' 2 WORK TO BE COORDINATED WITH TWO OTHER AHEAD CITY PROJECTS • CROSSTOWN MAIN REPLACEMENT - WHICH WILL CLOSE 11TH STREET FROM JULY TO a W20 SEPTEMBER 2012 ( "x 48 °) ' • HIGHWAY SAFETY IMPROVEMENTS - WHICH WILL IMPACT 16TH AVE AND WARREN AVE & WARREN AVE FROM BURWELL ST TO 6TH ST ACTIVITIES AT ALL THREE LOCATIONS SHALL BE COORDINATED WITH THE CONTRACTOR AND CITY 3 CONTRACTOR SHALL ADOPT THESE TRAFFIC 3 CONTROL PLANS OR SUBMIT A SEPERATE PLAN 4 SUBJECT TO APPROVAL BY THE ENGINEER LEGEND, 5 4 SINGLE LANE CLOSURE SHALL ADHERE TO 0 = TRAFFIC DRUMS o WSDOT STANDARD PLAN WZ -3. = WORK ZONE N 5 SIGN AND DEVICE SPACING SHOWN g COMPLETED AREA APPROXIMATE ADJUST SPACING IN ACCORDANCE ® = ' o WITH THE WORK ZONE TRAFFIC CONTROL Ir a GUIDELINES (M54 -44) AND TO FIT ROAD U ■NO FLAGGERS OR SPOTTERSm CONDITIONS z 0 O U N W ' W W a. d' r u W 1 W �� 13 �� z FIELD BOOK CITY OF BREMERTON 3 � 4 g REVISIONS o 1• z• �: No DESCRIPTION DATE BY DEPARTMENT OF PUBLIC WORKS & UTILITIES 11TH ST AT WARREN AVE SHEET m TWO INCHES AT FULL SCALE tR ' IF NOT SCALE ACCORDINGLY ENGINEERING DIVISION INTERSECTION IMPROVEMENTS 1 SCALE DRAWING Np DRAWN B � DESIGN BY CHECKED BY G TRAFFIC CONTROL PLAN PHASE 3 (FINAL) z $ HORIZ 1 " =40 VERT DATE 11/11 WASH P E # DATE WASH P E III DATE 11 /11 a p x I CD m 4 D I D 3 I / I 2 D + - - -- - -� - - - -J— GRAVEL — J- - - - - -- I J ro L ci E3 I I ❑ ��r ' O ® 2 + �� J p 2 p 2 2 � 2 CD — —� — — ® 0- — I — _ I +oo 0 2 +00 3 +00 CSR 3 0 3) 4 +00 ~ s o ® 2 2 WARREN AVE, 2 1 D 2 I I Iru 2 l i I I I ► � I I � I NOTES O CONTRACTOR TO COMPLETE AND FILE NOTICE OF INTENT (NOI> WITH DEPARTMENT OF ECOLOGY FOR PROJECT ALL BEST MANAGEMENT PRACTICES (BMP) REFERENCES NOTED BELOW ARE TO THE DEPARTMENT OF ECOLOGY (DOE) STORMWATER MANAGEMENT a MANUAL FOR WESTERN WASHINGTON n O PLACE AND MAINTAIN CONTROL MEASURES INTO CATCH BASINS SEE BMP C -220 0 PLACE AND MAINTAIN SILT FENCE TO CONTROL OFFSITE WATER FROM ENTERING SITE SEE BMP C -233 ' o O CONSTRUCT AND MAINTAIN TRUCK ENTRANCE SEE BMP C -105 at O5 USE BMP'S TO CONTROL SITE EROSION, W/ CONTROL MEASURES SUCH ' AS PLASTIC OR STRAW— MATERIAL USAGE TO BE CONSISTANT WITH WEATHER AND WORK AT SITE O6 NO MATERIAL IS TO BE TRACKED ONTO CITY STREETS CONTRACTOR WILL IMMEDIATELY W VACUUM SWEEP ANY DIRT BEING TRACKED ONTO CITY ROADWAYS U O7 INSTALL AND MAINTAIN ORANGE CONSTRUCTION FENCE SEE BMP C -103 IL a a v z c NJ 0 F ' U W co W X O K j I r W a of RADR� FIELD BOOK 3 REVISIONS D 1° 2° CITY OF BREMERTON No DESCRIPTION DATE BY DEPARTMENT OF PUBLIC WORKS & UTILITIES 11TH ST. AT WARREN AVE SHEET TWO INCHES AT FULL SCALE ENGINEERING DIVISION INTERSECTION IMPROVEMENTS 1 IF NOT SCALE ACCORDINGLY o OF l DATE a ,sp S, ALE DRAWING NO DRAWN BY S DESIGN BY G CHECKED BY TEMPORARY SEDIMENT AND EROSION CONTROL PLAN Z HORIZ 1 ° =20 VERT 1 ° =5 DATE 4111 WASH P E # DATE 4111 WASH P E # O —L — - - - -- -- V I -1 - TgH I CONSTRUCTION NOTES i T 23 22 -5 O1 CONSTRUCT FOUNDATION FURNISH AND INSTALL TRAFFIC SIGNAL POLE AND EQUIPMENT SEE SIGNAL POLE EQUIPMENT II ' 6 J� SCHEDULE FOR POLE TYPE AND EQUIPMENT ' 13th St SEE SECTION 2D43 OF _� - _ Ii -- 3 O2 INSTALL 6'X30' INDUCTION LOOP VEHICLE DETECTOR SEE CITY OF BREMERTON STANDARD DRAWINGS 8001, 8002, 8003 SN 1 THE 2009 MUTCD FOR AND 8005 LOCATE PER CITY OF BREMERTON STANDARD DRAWING 8001 UNLESS SHOWN OTHERWISE ON THE PLANS LETTER SIZE AND STYLE Old LY ) O 3 INSTALL 5' DIAMETER INDUCTION LOOP VEHICLE DETECTOR SEE CITY OF BREMERTON STANDARD DRAWINGS 8001, 8002, I - OX FOR AND 8005 ' R3 - R3 - 5L Warren Ave EXIST J CITY OF BREMERTON 30 "x30" 30 "x36" SNP CONSTRUCT CEMENT CONCRETE FOUNDATION AND PAD FURNISH AND INSTALL CONTROLLER CABINET FURNISH T -1 T -2 EXIST J -BOX FOR ., CONTROLLER TO BE INSTALLED BY CITY OF BREMERTON PERSONNEL FURNISH AND INSTALL ONE WSDOT TYPE 8 OLYMPIC COLLEGE 3 JUNCTION BOX AND ONE WSDOT TYPE 2 JUNCTION BOX ON PAD SEE DETAIL 1, SHEET SG5, AND CITY OF BREMERTON 2 STANDARD DRAWING 7015 MAST ARM MOUNTED SIGNS 13 12 I a 6 K O5 CONSTRUCT FOUNDATION FURNISH AND INSTALL TRAFFIC SIGNAL POLE AND EQUIPMENT OFFSET POLE ON FOUNDATION TO PLACE IT AS CLOSE TO THE RETAINING WALL AS POSSIBLE SEE SIGNAL POLE EQUIPMENT SCHEDULE FOR POLE TYPE 17 A • 20 I I - AND EQUIPMENT I ° U I I S 21 O LOCATE AND UNCOVER EXISTING SCHEDULE 40 RIGID PVC SIGNAL CONDUITS (ONE 2 ", ONE 2 -1/2" ONE 3 ") AND 51 I / 0 20 EXTEND INTO NEW JUNCTION BOXES "M" AND "J" 13 1 2 9 50 EXIST SERVICE 6 " / � l r� -1_ _ _ _ C H O7 LOCATE AND UNCOVER EXISTING SCHEDULE 40 RIGID PVC SIGNAL CONDUITS (ONE 2 TWO 2-1/2 AND EXTEND INTO 11 CABINET FOR CITY 18 4 J II t - _ _ > - 5 NEW JUNCTION BOXES "P" AND "N" " EXIST SERVICE OF BREMERTON — I O8 LOCATE AND UNCOVER EXISTING SCHEDULE 40 RIGID PVC SIGNAL CONDUITS (TWO 1 -1/2) AND EXTEND INTO NEW ' CABINET FOR 19 -- / ° I O 1 JUNCTION BOX "P" OLYMPIC COLLEGE 7 /� I 16- f13 _ I r Og LOCATE AND UNCOVER EXISTING ONE 1 -1/2" RIGID PVC LIGHTING CONDUIT AND EXTEND INTO NEW JUNCTION BOX "O" - — _ - -� - - - 12 " " 4 ' " C-^ I " — 10 FURNISH AND INSTALL TRAFFIC SIGNAL POLE AND EQUIPMENT ON EXISTING FOUNDATION SEE SIGNAL POLE EQUIPMENT 7 16 (f) ( ��� SCHEDULE FOR POLE TYPE AND EQUIPMENT �N't Cj- 11 CONNECT FIELD WIRES FOR CONTROLLER POWER TO EXISTING CIRCUIT BREAKER IN EXISTING SERVICE CABINET CONNECT 54 8 4 { ' " T -1 61 1 62 I�� 50 JEFF COLLINS A FELD WIRES FOR CITY OF BREMERTON ARM POLES TO EXISTING CONTACTOR IN EXISTING SERVICE CABINET CONTACT — — —_ 54 = A " s° 12 REPLACE EXISTING TYPE 1 JUNCTION BOX WITH WSDOT TYPE 2 JUNCTION BOX 0/-- I I 1 ,( 13 LOCATE AND UNCOVER EXISTING 2" RIGID CONDUIT AND EXTEND INTO NEW JUNCTION BOX "M" ON CONTROLLER CABINET O 10 - -- - L7- L I 21 PAD ' B 1 19 6 / i 29 I Cf) - _ / 1 LI I S �J N -2 �f� ( I - -- - EE - -- I I — — -- -- F - - I i �s� 2- I 1 82 - -- - -- -- - - -- E -- /� - 12 +96 to s2 m -STA 13 +68 �) - - - - - -- t _ - - -- -�- - - -- - - -- - - 10 - B 69 JJ - -- - - - -- -43 W - - 2 - -t I , I_ z �I W -- `-kD - - - 1 -- -4 I � CJ -- _ -__ "r - -28 - -1 22 21 / C _C " A _ 2 I �j -- -- -- - -- - -- - - - -- f- - - -- --- - - - -- -I � - -- �� - - - -- - - T S � ��..__ .� _ i�.�l� SN -1 1 _ - -- - - - - -- ----- - - - - -- -- - - - - -- -- - -- -- - - - -- - - -- -- - - -- -- - - - -- _ _ rnr�r�r�,�TTITrrTi T�7T� 7Ti - -/ I 49 - - - 48 3 52 20 1 8 i 20 / 14 PRESERVE AND PROTECT MONUMENT 5 R R 1 7 -- I J, Z i s x I �J Q 15 INSTALL CONDUIT UNDER ROADWAY BY BORING OR JACKING $ �' f61 P Q A A X H M 5 9 I 16 LOCATE AND UNCOVER EXISTING 2" RIGID CONDUIT AND EXTEND INTO NEW JUNCTION BOX "P" 0 28,29 6 m � G G I 1 17 REMOVE EXISTING TYPE 1 JUNCTION BOX AND RELOCATE TO THE BACK OF THE EXISTING SIDEWALK 02 ' I I t' 48,49 21 I � `� � EXTEND THE 2 -2" PVC CONDUITS INTO THE RELOCATED BOX CONSTRUCT 4" THICK PCC COLLAR AROUND 22 21 68,69 L (f) ( 6 61 } I BOX 4" OUT EACH SIDE SEE SHEET SG2 41 61 PLAN C I 18 INSTALL NEW CABLE ON EXISTING SPAN WIRE, ROUTE INTO EXISTING CONTROLLER CABINET, AND CONNECT a 03 �P �P ¢ 7 81,82 COUNTDOWN SCALE IN FEET i 1 TO FIELD TERMINAL STRIP SEE SHEET SG2 ' N LED VEHICLE PEDESTRIAN 0 t0 20 -C 19 INSTALL PHOTOCELL ON SIGNAL POLE SEE BREMERTON STANDARD DRAWING 7017 Ix Ix I 20 INSTALL 4" THICK PCC COLLAR AROUND BOTH JUNCTION BOXES 4" OUT EACH SIDE � �� E.J � SIGNAL HEADS I O 2 I I 21 PRESERVE AND PROTECT BENCH MARK ON TOP OF RETAINING WALL SCHEDULE B FD 1 - 62 63 ° 22 REMOVE EXISTING JUNCTION BOX AND REPLACE WITH WSDOT TYPE 2 JUNCTION BOX SEE SHEET SG2 —fi PROTECTED VEHICLE MOVEMENT �I r� O - - - -� PERMISSIVE VEHICLE MOVEMENT j A 57 + 39t ' s +sst PED MOVEMENT sTA NOTE ALL WORK ON THE EAST SIDE OF WARREN AVENUE SOUTH OF THE � I II 3 I SCHEDULE A/ SCHEDULE B MATCH LINE SHALL BE INCLUDED IN SCHEDULE B 11 1 PHASE DIAGRAM SCHEDULE A 4s Y FR F � PROJECT NAME SHEET NO GN n` REVISIONS DATE By DES ED FRANKLIN ~~ ONE INCN AT FULL SCALE a �+ x 20 OF 30 DRAWN IF NOT SCALE ACCORDINGLY ' K BRAATEN Offl WARREN AVE / 13TH ST SIGNAL 13TH STREET SIGNAL PLAN CHECKED PU55457 0003P02 -SG t to 1010 U AVENUS SR 6UIrE 1. O PWALLUP WA"HNQlON0Rl9 SG1 554 - 5720 -003 P02 T xa "Sa elaS F xseoseim APPROVED IA 44 2012 BREMERTON WASHINGTON CONSTRUCTION NOTES ' 17 REMOVE EXISTING TYPE 1 JUNCTION BOX AND RELOCATE TO THE BACK OF THE EXISTING SIDEWALK EXTEND THE 2 -2" PVC CONDUITS INTO THE RELOCATED BOX CONSTRUCT 4" THICK PCC COLLAR AROUND BOX 4" OUT EACH SIDE T 18 INSTALL NEW CABLE ON EXISTING SPAN WIRE, ROUTE INTO EXISTING CONTROLLER M ST e A 47 +25 CABINET, AND CONNECT TO FIELD TERMINAL STRIP REMOVE EXISTING JUNCTION BOX AND REPLACE WITH WSDOT TYPE 2 JUNCTION BOX - J47 � 23 C U - II •� I - � � n o c 3 �_1 W s ul 6 1tt� 1 h I _ _ _ ) W Cn — ° > .x�c�� W l 15- n p ' I L m 16TH STREET l Qh/ — 26 22 � \\ 18 o { �y 1 _ � 26 S - — i a H LINE 1 H ENE 3 I �STA55 +53 y A A +25 d PLAN PLAN PLAN SCALE IN FEET N SCALE IN FEET N SCALE IN FEET N ' 0 30 60 0 30 60 0 30 60 a` ' � 4•� P FRA n RENSIONS DATE BY DESIGNED 7. PROJECT NAME SHEET NO R FRANKLIN ONE INCH AT FULL SCALE 21 OF 30 DRAWN IF NOT, SCALE ACCORDINGLY ' K 9RAATEN ' 1e ExoolEewNO vIANaNO Eevntor NraLSertRtaa W ARREN AVE ! 13TH ST SIGNAL r CHECKED PU5545 20oo3P02 —SG �p�pgylHAVENUE8�6Y1(IEtw 16TH STREET SIGNAL PLAN 554 - 5720-003 P02 715112- r �w�+ A FF sw 'eoa.e w SG` A APPROVED IA T LY 2012++wNAp^ BRE MERTON WASHINGTON a CONDUIT/ WIRE SCHEDULE CONDUIT/ WIRE SCHEDULE CONT RUN NO PRE -EMPT PRE EMPT RUN NO PRE EMPT PRE EMPT CONDUIT DET LOOPS PPB DET LIGHT VEH HEAD PED HEAD INTER CONDUIT DET LOOPS PPB DET LIGHT VEH HEAD FED HEAD INTER SIZE SERVICE ILLUMINATION NOTES SIZE SERVICE PHOTOCELL ILLUMINATION NOTES X 2C/S 2C/S 3C/S 2C 5C 5C 8•PAIR X 2C/S 2C/S 3C/S 2C 5C 5C 6-PAIR 1 1 2" 2 1 25 1 12" 1 2 SPARE 2 2" q 1 1 28 EXIST 1 (1) 1 12• 1 27 SPAN WIRE 1 3 1 1n" 1 1 l a" 1 1 50 1 12" 248 4 2" 1 1 1 2" 1 EX 1 1/2 5 51 2-#8 6 2 2 1" 52 2-0 2" 1 4 2 53 112" 3412 2-M 7 2 2" 2+ SPARE EX 1 1 5'1 3-#12 2-#8 2" 2 1 1 8 2" 1 1 1 (1) CONTAINS EXISTING FIELD WIRES NOTE GROUND WIRES NOT SHOWN INSTALL PER WSDOT STANDARD SPECIFICATIONS ' 3 6 3 2 9 3" 2 2 3 2° SPARE SIGNAL POLE EQUIPMENT SCHEDULE SIGNAL POLE EQUIPMENT SCHEDULE NOTES 10 LED LED PPB W /SIGNS EVP EQUIP SIGNS � 1 � INSTALL ON EXISTING FOUNDATION 1 2 POLE POLE 2" 1 OFFSET TO VEH SIGNALS PED SIGNALS (2) LUMINAIRE STATION POLE 250W NOTES 2 ADA AUDIBLE PUSH BUTTON SPARE NO TYPE CENTERLINE MTG MTG MTG STREET HPS 3 INSTALL AS NEAR TO WALL AS POSSIBLE 2 " O QUAN QUAN QUAN DET LIGHT TRAFFIC G 212" 4 2 1 1 OX TYPE TYPE TYPE NAME (4) O IFY BOLT PATTERN FOU TO 11 2 1 1 2 1 1 56+895 (3) LT 1 E 1 AH PURCHASING POLE ' $ 2 SPARE 2 1 13+745 (3) RT t E 1 AH (5) SEE RETAINING WALL DETAIL 2, SHEET SG5 a 3 3 13+745 16' LT 2 M 1 E 1 AH 1 1 SN -2 T -2 1 FOR FOUNDATION LOCATION EX212" 4 3 2 1 4 1 (1) (1) 1 E 1 AH (4) 12 EX212" 2 2 3 5 2 (5) (5) 2 M 1 1 SN -1 T -1 9 EX 2" SPARE 6 3 12 +74 29' LT 2 M 1 1 SN -2 1 ' P EX 3" 10 3 2 7 PPB 12+885 20' RT 1 AH 0 13 EX 2 12' 2 2 3 8 3 56 +87 33' RT 2 M 2 E 1 1 SN - 1 T - 1 1 EX 2' SPARE 9 PPB 56 +89 5 (3) RT 1 AH 0 a to EX 11/7 1 JUNCTION BOX SCHEDULE m Ex t 1n^ 1 o JUNCTION BOX 112" 1 DESIGNATION TYPE FUNCTION STATION OFFSET NOTE 15 112" 1 t JUNCTION BOXES MAY BE FIELD ADJUSTED A 1 SIGNAL 58 +10 (1) TO BETTER FIT WITH EXISTING CONDITIONS ' 212" 4 3 2 1 B 1 SIGNAL 57 +00 (1)(3) AS DIRECTED BY THE ENGINEER 18 2 VT 2 2 3 9 2 SPARE C 2 SIGNAL 56 +80 (3) 3 3" 10 3 2 1 D 1 SIGNAL 14+70±(2) (1) ' m 17 212" 2 2 3 2 E 1 SIGNAL 14 +00 (1) NOTES 2+ SPARE F 1 ILLUMINATION (3) (3) (1) INSTALL ADJACENT TO BACK OF CURB /SIDEWALK (2) DO NOT INSTALL IN ALLEY OR DRIVEWAY INSTALL IN SIDEWALK 18 EX 2" 218 G 2 SIGNAL (3) (3) (3) INSTALL IN SIDEWALK OUT OF NEW RAMP AREA INCLUDING TRANSITIONS E H 1 ILWMINAT10N 56 +05 (4) (4) INSTALL IN SIDEWALK EX 1" 28 (5) INSTALL ADJACENT TO SIGNAL STANDARD I 8 SIGNAL 56 +10 (4) (6) INSTALL ON CONTROLLER CABINET PAD g t9 J 8 SIGNAL 56 +071(9) (1)(8) (7) INSTALL ADJACENT TO EXISTING JUNCTION BOX SEE CONSTRUCTION NOTE 12 (8) CONSTRUCT 4" THICK PCC COLLAR AROUND BOX 4" OUT EACH SIDE b 20 t 12" 1 K 1 SIGNAL 55 +90 (1)(8) (9) LOCATE EXISTING CONDUIT PRIOR TO INSTALLATION ' A L 1 SIGNAL 55+00 (1)(8) 21 t M 8 SIGNAL (6) (6) 2" SPARE 112" 1 N 2 SIGNAL ( (6) ' 22 t 2 0 1 ILLUMINATION (5)(8) (5)(8) 1 t P 8 SIGNAL (5)(8) (5)(8) 23 EXIST 2" Q 1 SIGNAL 12 +05± (1)(2) i ' S 2 t R 2 SIGNAL 56 +82 28' N 24 2+ SPARE S 8 SIGNAL 12 +65 (1) 0 12 +60 ` T 1 ILLUMINATION (4) i U 2 SIGNAL ( (7) 0.1 7, PROJECT NAME SHEET NO o RENSONS DATE BY DESIGNED R E FRANKUN ~~ ONE IN LE FULL SCALE 22 OF 30 DRAMN IF NOT SC SCALE ACCORDtNOLY K BRAATEN 90�, t WARREN AVE / 13TH ST SIGNAL �i CHECKED PU5545720003P02 -SG ENOHNEEHnNO P"'" ° " ° Aw,MueaEN � Ee SCHEDULES ' log AVENUE BE E I Iw I 7�3 Z "—up WOeMNTCHYBI9 SG3 � 554- 5720 -003 P02 �� T Li3l046E� F 25.1mITW APPROVED DA T5ULY 2012 BREMERTON WASHINGTON ' VEH SIG VEH SIG TERMINAL PED SIG EVP DIET PED SIG 41 42 COMPARTMENT 68 B SL #1 48 R 641 R R 641 R R 641 R H 761 R SB1 0 H 741 R ' A 642 0 A 642 0 — 0 642 0 M 762 G SB2 Y FROM M 742 G G 843 G G 643 G — G 643 G 763 W 583 BL 2 -/8 743 W SERVICE 644 B 644 B — B 644 B - 8 - 8 646 w 646 w — = W= bas W — o CABINET — 0 ° PPS EVP LIGHT Q PPB ' 1 -5C 68 B 5 48 611 —0- 5AA 1 t0A 1 -5C 764 B 554 B 744 B 612 —Y- 5A2 a s 108 10 785 W 585 W 745 W 61 0 — BL 5A3 11A ii 1 -3C /S 614 —0- 581 118 616 —Y- 5B2 m — 8 0A 1 -2C FROM 1 - FROM — R 621 —BL 5B3 —W- 208 20 1 - 2C / S CONTROLLER —0- 622 N — 0 5C1 — B 21A t -5C CONTROLLER CABINET — G 623 N a — Y a — w 21 21 N 1 - 2C S CABINET —B- 6 4 N — BL 3 — B 22A 22 1 - 5C — W - 626 — 0 - 501 — W - 228 Q POLE 3 631 — Y 5D2 ° s — B 23A 632 —BL 503 — W 23B 23 ' POLE PED SIG 6 34 EVP B 30 69 636 DETECTORS 31A — R 641 318 31 VEH SIG VEH SIG TERMINAL EVP DIET H 781 R — 0 642 — B 40A 40 61 62 COMPARTMENT C M 783 W — 6 644 a 8 — B 41A 41 ' R 661 R R 661 R R 661 R ME 0 - B — W 6 — W 418 A 862 A 662 — 0 662 Y �` °"° — 8 42A 0 0 0 G 663 G G 663 G — G 663 G BL PPB - 0 653 °° w — 8 4 4 3A 42 652 W 42B 654 > v� — W 4 3 864 B 664 B — B 884 B 3 666 W 666 W — W 666 W 69 656 a 50 ' 1 ` 50 EVP LIGHT 765 w — 0 662 N — 1 S ri ¢ e 51A 51 — G <? 663 is _ 51 B 1 -5C 5c5 w 1 -5C FROM — W 6 66 m —_ w 5B5 m — W 60B 60 1 -3C /S 1-2C /S CONTROLLER 672 — W 5C5 " — W 618 M 1 -2c FROM I C Q 673 a — w 5D ° 1 -5C CONTROLLER 674 — W 62B CABINET POLE �z 3 — R set E V P DETECTOR — w 638 LIGHTS s PED SIG — G 68 3 ° 6p 70A 70 " POLE i s 29 — B 4 m 71A ( ' B — w 686 718 71 M 722 G VEHICLE SIGNAL �, — � "� — W w 0B 80 DISPLAYS uJ — B 81A PHOTOCELL VEH SIG VEH SIG TERMINAL EVP DET 723 w 5 x a 81 � _ B - o 82A 82 ' 81 82 COMPARTMENT D SL #2 B R 681 R g R � 68 1 R R 681 R 5D1 0 — BL 541 = R 721 " cV 682 0 682 0 FROM PPB — W 542 = G 722 — 0 682 0 5D2 Y 29 — 543 683 G 683 G — G 883 G SD3 BL 2 - �8 _ R 741 83B $3 66a B 684 e — 8 654 B SERVICE — W 544 DETECTOR LOOPS ' n 724 B 3- 12 —GN 545 = G 742 686 W 686 W — W 668 W CABINET 725 W — =W= = W 7 m EVP LIGHT sas = R 761 rn ° 1 -5C —BR 547 I ? (c D 3 i -5C FROM —=W= 548 = W 763 � w w 1 -5C 5D4 B 1-2C /S CONTROLLER — 549 781 m m O 505 w CABINET — w 550 782 a s TO WARREN AVE/ —BL 55t 783 — 8 72 1 - 3C /s FROM 14 16TH STREET — R 552 PEDESTRIAN = W 725 N N 4 3 1 - 2C CONTROLLER POLE O COORDINATION SIGNAL DISPLAYS _ w 7 4a � a t g 1 -5 c CABINET = B 764 u, TO WARREN AVE/ _ o ' W PPB 11TH STREET — 78844 POLE © A 28 28 785 724 B PEDESTRIAN 725 w PUSHBUTTONS ' a VEH SIG VEH SIG TERMINAL PED SIG EVP DET FROM 0 21 22 COMPARTMENT 49 A SL#3 1 -2C / CONTROLLER CABINET PREEMPT WIRING CODING TERMINAL CODING d a t R R 621 R 621 R H T74 R 5A1 0 B 624 0 A 622 B B 624 B - B P 0 — 0 R 622 0 M G SA2 Y FROM 20 ORANGE 24 VOLT ® CONNECT TO NEUTRAL BUSS G G 623 G — G 623 G W 5A3 BL L2- $ POLE OO YELLOW CALL ® CONTROL SIDE TERMINAL CONNECTION ' — SERVICE W 628 w — w s8 w — o CABINET PB BLUE SPARE ® CONNECT TO DETECTOR COMMON BUSS 2 PED SIG EVP LIGHT 49 DRAIN GROUND F-1 SPARE 1 - 5C A A 744 B 28 0 1 - 5C 5A4 B 745 W H 721 R 5A5 ' o m 722 c w 1 -3C /S CONTROLLER CABINET TERMINALS 723 W B 1 -2C FROM FROM - 0 1 -5C 1 -2C S CONTROLLER CONTROLLER a 1 - 5 C CABINET CABINET 1 -5C POLE 4� a FR9 2 POLE Q 2 Q dt v � REVISIONS DATE BY DESIGNED �� 4' 2 PROJECT NAME R FRANKLIN ONE INCH AT FULL SCALE SHEET NO DRAWN IF NOT SCALE ACCORDINGLY OF v CHE BRAATEN pU5545720003P02 -SG 1 1e in,u�orR�vEr+us6E,eufrE,a6 EVIRONNENTALEOENCE11 WARREN AVE 13TH ST SIGNAL / ffE ° ENGRUMNO PLANK= 7 /5/1 Z. lcla UCW EG M W BBT. SCHEMATIC WIRING DIAGRAMS 554 - 5720 -003 PO T 253aW 690 F 241—/ SG4 APPROVED AT5j5 2012 ` — BREMERTON, WASHINGTON a e Bow 1 STA 56 +00 BACK OF SIDEWALK STAIRWAY ® FACE OF WALL 6" TYPE 8 JB �� ------------ - - - --- - -� M 17 EXISTING g" SIDEWALK _ SIDEWALK w 10 — I � WATER LINE APPROX i i w LOCATION CONTROLLER CABINET PEDESTAL, , A SEE CITY OF BREMERTON ` / STANDARD DRAWING 7015 i 3' DIAM r � FOUNDATION _ TYPE N 2 JB CONSTRUCTION JOINT I PCC PAD, 6" PCC CONST JOINT a I OVER 4" CSTC EXIST JOINT IN WALL W EXIST RETAINING WALL G II I I PLAN 6J 12 16 N ' BACK OF SID EWALK 9" CONTROLLER CABINET FOUNDATION ® FACE OF WALL DETAIL �1 4 0' 3" L4WNN AT / BAC ORE K $ 1 " =2' -O" SG1 OF NEW WALL ' a #4 BARS, NOTES' 12" OC 9 1 SEE WSDOT STANDARD PLANS AND CITY OF BREMERTON EACH WAY in 0 i n g S FOR GROUNDING DETAILS LOCATE GROUND JOINT AT BACK ROD BOXES ON FOUNDATION PAD OF WALK x . 2" CC N 2 SEAL CABINETS TO PEDESTAL APPLY SEALANT AND SET EXIST S • 3 CABINETS ONTO SEALANT REMOVE EXCESS SEALANT b 3 INSTALL %" DRAIN HOSE INTO EACH CABINET TRIM HOSE FLUSH WITH TOP OF PEDESTAL W 4 INSTALL TRAFFIC SIGNAL CONTROLLER CABINET WITH 3' DIAM DOOR OPENING AWAY FROM SIDEWALK FOUNDATION 5 SEE SPECIAL PROVISIONS AND CITY OF BREMERTON STANDARDS FOR TRAFFIC SIGNAL CONTROLLER CABINET SPECIFICATIONS SECTION A-A $ 6 INSTALL JUNCTION BOXES ADJACENT TO CABINET ON d CONCRETE PAD RETAINING WALL ' 7 TERMINATE CONDUITS IN CENTER OF CABINET DETAIL �1 1 " =2' NOTES• ' S 1 LOCATE FOUNDATION FOR MAST ARM POLE BETWEEN EXISTING WATER LINE FROM METER AND END OF NEW d WALL AT OFFSET FROM BACK OF WALK AS SHOWN N 2 ROUTE ALL REBAR IN SLAB THROUGH POLE FOUNDATION ,t P FR9 X DESIGNED PS 7. PROJECT NAME MEET NO REVISIONS DATE er R FRANKLIN ONE INCH AT FULL SCALE 24 OF 30 DRAWN IF NOT SCALE ACCORDINGLY All ' K BRAATEN ' ° EN01111M • PIANNNO ENVRONMENULeaeueEE WARREN AVE / 13TH ST SIGNAL CHECKED PU5545720003P02 —SG DETAILS 554 -5720 -003 P02 2 vurAUOVw�eNiNOTONam. SG5 /� * zee ew emu v �exmsmee APPROVED AF DA LY 2012 BREMERTON, WASHINGTON 5 ' NOTES LEGEND El MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT 0 VEHICLE SIGNAL HEAD ' OFFSET DISTANCE INDICATED IN TABLE b TRAFFIC SIGN DEGREES CLOCKWISE TO TYPICAL ATTACHMENT POINT �2 FIELD INSTALLED c STREET NAME SIGN FROM 0 - PROVIDE LUMINAIRE ARM TYPE 1, WHERE SPECIFIED, SEE d PRE -EMPT DETECTOR AND LIGHT SPECIAL PROVISIONS AND WSDOT STD PLAN J -7c TYPICAL E1 3/4" CHAMFER, NO CHAMFER f PEDESTRIAN SIGNAL HEAD SIGNAL ARM O IN PAVED AREAS POUR FOUNDATION TO 4" BELOW RAMP SURFACE g RECESSED TERMINAL COMPARTMENT ATTACHMENT 90 POINT ANCHOR RODS AND PLATES PER MANUFACTURERS SEE WSDOT STD PLAN J -21 10 -02 FOR FOUNDATION h PEDESTRIAN PUSH BUTTON SPECIFICATIONS (4 EA) El DETAI ASSEMBLY, AND SIGNS ALL HANDHOLES 2 "NOM GROUT PAD WITH 1/2" DRAIN HOLE + 180 AT 180 FLUSH IN PAVED AREAS E6 SET POLE BASE PLATE ELEVATION FLUSH WITH TOP OF HANDHOLE w F PEDESTRIAN CURB AT BACK OF RAMP 1" MIN -2" MAX I LUMINAIRE ui �7 SET TOP OF FOUNDATION FLUSH WITH TOP BACK OF x POLE ORIENTATION �4 �, SIDEWALK ANGLE (POA) �v 270 N CLASS "3000" CONCRETE POLE DEGREES CLOCKWISE NO 4 RD OR SQ HOOPS AS REQ'D FROM OFFSET LINE o _ SET TOP OF FOUNDATION FLUSH WITH TOP OF TO 0 POINT BASE PLATE O a J �"" AT 1' -0" CENTERS ADJACENT SIDEWALK M OD - 2 -1/2" CLR C ' LOCATION STATION a la— 8 NO 7 BARS EQUALLY SPACED ❑9 SET POLE BASE PLATE ELEVATION FLUSH WITH RAMP SURFACE ROq �IYg r SCHEDULE 10 S E E WSDOT STD PLAN J- 2010 -00 FOR FOUNDATION PER POLE D D ' TABLE 3 PLAN VIEW ALL DIMENSIONS AND ORIENTATIONS SHALL BE FIELD CHECKED POLE ORIENTATION AND ATTACHMENT POINTS FOUNDATION BY THE ENGINEER PRIOR TO INSTALLATION DETAIL DETAIL n 1 NO SCALE NO SCALE � 61 BS 1 B3 B4 g5 Q _N o b a a B6 89 611 A N ' B ' - - -- _ _ _ _ - - -_ o _ B7 o b B10 I O ' I 2 -- o 2 - - -- iF 0 F ' G G I CLEARANCE TO BOTTOM OF SIGNAL HEAD I or If ;hh f 0' f I FEET FROM 4 45 50 53, -150, I b o I STOP WNE MIN MAX MIN MAX MIN MAX MIN MAX I 3 SECTION 12" 16 5 17 5 18 5 19 2 16 5 209 165 220 C ' I f f G 2 ( I so 4 SECTION 12 165 170 185 180 185 197 185 208 I H H �2 s m h h I 5 SECTION 12' 165 170' 165 175 165 18.5' 165 196 + LIMITS OF VERTICAL CLEARANCE REQUIREMENTS o TYPE PPB TYPE PS TYPE 1 I MIN J" M o PPB POST PED HEAD VEHICLE HEAD ' ROADWAY g STANDARD STANDARD ' a CURB OR EDGE TYPE 2 TYPE 3 TYPE SO OF SHOULDER MAST ARM SIGNAL COMBINATION LIGHTING AND SPECIAL DESIGN STANDARD MAST ARM SIGNAL STANDARD ' X SIGNAL STANDARD TABLE STD MOUNTING MAST ARM SIGNAL MAST ARM DATA LUMINAIRE FOUNDATION ' d NO FIELD LOCATION TYPE HEIGHT(FT) LENGTH OFFSET DIST FT Z POLE TO ATTACHMENT PT WINDLOAD AREAS FT 2 X Y X Y) Z ARM FT POLE ATTACHMENT POINT ANGLES (DEG) DEPTHS(FT SEE NOTES S O STATION OFFSET FT LT RT POA Al I A2 I B7 82 B3 84 B5 86 B7 B8 89 810 811 B1 62 B3 64 B6 87 89 670 611 TOTAL FT C Et E2 D F G1 G2 H 11 12 3'RD 4'RD i 1 56+89 5 1 X 0 1 90 0 5,9 2 13 +74 5 1 WO3 270 0 5,9 3 13 +74 5 16 0' X 18 5 35 25' 24 4 12' 16 4 20' 7' 9 2' 7 5' 9 2' 10' 528 8' 0 0 90 270 0 8 7 4 6 g 4 2 2 2703 0 3 x L 5 5 X 18 5 30 25' 28' 14' 20' 8' 9 2 6 3' 9 2' 5' 575 0 90 8 7 7 12 +74 0 29 0' X 18 5 35 28' 27' 19' 23 13' 9 2' 9 2' 10' 553 10' 0 0 180 8 7 8 12+88 5 20 0' 0 4,6,10 56 +87 0 33 0' 18 5 35 32' 27' 30' 16' 21 9' 9 2' 6 3' 9 2' S' 630 12' 0 0 90 180 180 8 7 4,6 56 +89 5 1 0 i INSTALL AS NEAR TO WALL AS POSSIBLE OFFSET ON FOUNDATION 2 INSTALL ON EXISTING FOUNDATION o 3 RELATIVE TO 13TH STREET CENTERLINE 4 NOTE -POLE IS ON OPPOSITE SIDE OF STREET FROM NORMAL LOCATION SEE PLAN SHEET m 5 SEE DETAIL 2, SHEET SG5 FOR FOUNDATION LOCATION i P REVISIONS DATE BY DESIGNED a' PROJECT NAME SHEET NO R FRANKLIN ORE INCH AT FULL SCALE DRAM IF NOT SCALE ACCORDINGLY ZS OF 30 K BRAATEN 1° EfQNEEWNO PLAW NO ENVIROIMENTAL°QENOE° WARREN AVE 1 13TH ST SIGNAL SIGNAL STANDARD TABLE �i CHECKED PU5545720003PO2—SC Af- ,o,u aED, nvENUE 6E EU„e,ao 0. 7/3/'.L PW'LLVP WMHNOfONIIEJ/q AND DETAILS SG6 554 -5720 -003 P02 T naalq F= w APPROVED AC DAT5ULY 2012 BREMERTON WASHINGTON REMOVAL NOTES LU 0 SAW CUT ASPHALT CONCRETE PAVEMENT, CEMENT `✓ �� z CONCRETE PAVEMENT, OR CEMENT CONCRETE ' a SIDEWALK /CURB AND GUTTER �I z REMOVE CEMENT CONCRETE SIDEWALK /RAMPS AND CURB AND GUTTER COMPLETE WITHIN LIMITS SHOWN II O3 REMOVE ASPHALT CONCRETE PAVEMENT TO 2' OUT 0 6 I Z FROM EDGE OF GUTTER WITHIN LIMITS OF CURB AND + STA 56 +00t GUTTER REMOVAL ° CD O4 REMOVE 32" HIGH, 9" THICK RETAINING WALL PANEL II STA 56 +08t CD O�THE (8 D N EAREST CONSTRUCTION JOINT II 5 I 5 REMOVE CEMENT CONCRETE SIDEWALK RETAIN AND PROTECT CURB AND GUTTER REMOVE ASPHALT CONCRETE ROADWAY FOR TRENCH, SEE TRENCH RESTORATION DETAIL 2 I 4 7 INCLUDE SIDEWALK REMOVAL IN SCHEDULE B WORK 2 OS REMOVE CEMENT CONCRETE DRIVEWAY - - - -- � �j O w I V) c �' off — � 13TH STR -I _ — -- -- -- - \ ? V 2 3 1 . �r ° - \ - - - - - -- -- - - - - -- 6 .c� - - - - - - - -- -- - -- - - - -- -- - - 3 W W —�a -- � 2 + Tli � 2 8 CN N N I / _+ 2 I LEGEND ' N i F HOU SE jE a `— U1 1 STA 56 +96t ' ' ' SAW CUT rn 3 / - + ® CEMENT CONCRETE SIDEWALK/ CURB S I I O RAMP /DRIVEWAY AND HMA REMOVAL _ GENERAL NOTES, ' n 5 1 ADDITIONAL REMOVAL THAT MAY BE NECESSARY FOR y INSTALLATION OF SIGNAL EQUIPMENT IS NOT SHOWN a 5 J 2 ALL REMOVAL AND REPLACEMENT OF SIDEWALKS SHALL d BE TO THE NEAREST CONSTRUCTION JOINT OUT FROM E 7 THE LIMIT SHOWN ON THE PLAN OR AS DIRECTED BY THE ENGINEER SCHEDULE B REMOVAL LIMIT NOTES. STA 57 +39t cn ( ) ' o SCHEDULE A �) STA 58 +20t (1) LIMIT OF EXISTING RAMP STA 6 +86t I (2) NORTH EDGE OF STAIRWAY N PLAN ' a SCALE IN FEET N v 0 10 20 a` i i REVISIONS DATE BY DA R EFRANKUN �' 7' PROJECT NAME SHEET NO ONE INCH AT FULL SCALE DRAWN IF NOT SCALE ACCORDINGLY 26 OF 3O ' K BRAATEN Cp ENOIIR'ERND Puv . ENVIRONENrALWGI fif WARREN AVE / 13TH ST SIGNAL 8 CHECKED PU5545720003PO2 —SC lN2WrHAVB4UEKM9El00 REMOVAL PLAN 7 5 E 5�4 -57 0 -003 P02 7 �$f1Z rxa CN SG7 APPROVED D" JULY 2072 """°"enpPhO4n BREMERTON WASHINGTON a ' CONSTRUCTION NOTES ' II 20 CONSTRUCT CEMENT CONCRETE SIDEWALK AND 25 CONSTRUCT CEMENT CONCRETE SIDEWALK MATCH f TYPE "PARALLEL A" CURB RAMP TO THE FINISH OF ADJACENT SIDEWALK II w I I DIMENSIONS SHOWN PER WSDOT STANDARD PLAN z F- 4012 -01 INSTALL DETECTABLE WARNING 26 CONSTRUCT RETAINING WALL, SEE DETAIL 2, SHEET SG5 I� DEVICE PER WSDOT STANDARD PLAN F- 4510 -00 a 24 27 CONSTRUCT RAMP AROUND FIRE HYDRANT O QT 23 __ 21 CONSTRUCT CEMENT CONCRETE SIDEWALK SEE STA 56 +00t NOTE 1 BELOW 28 FULL 6' HIGH CURB 3 O 22 INSTALL CEMENT CONCRETE CURB AND GUTTER 29 RECONSTRUCT ROCKERY AS NECESSARY AT BACK OF �� V r C) MATCH ADJACENT CURB AND GUTTER SECTION SIGNAL STANDARD PROVIDE STRAIGHT LINE SLOPE TO EXISTING 22 DRAINAGE FACILITIES 30 CONSTRUCT 6" THICK CONCRETE DRIVEWAY MATCH INSTALL HMA AND COMPACT SEE NOTE 2 BELOW EXISTING DRIVEWAY REMOVED PEDESTRIAN CURB NOT REQUIRED AT BACK OF RAMP MATCH ADJACENT SIDEWALK WIDTH BREAK PEDESTRIAN CURB FOR SIGNAL POLE 6 25 ° J4 Lo w Do d. Lo DO Di�- � CI oH'-_ ° zt =� 13TH STREET o - + - -- - - -- R-1 ° RS RS _e - -- - a - - -- 24 + n `l � —� � ' LZn - 2a _ _r a G N N 1 g I CT) 22 20 32 ' 22 -- -- - - - - -- - - - - - - - - - ' 23 = 23 1 �- Q 0 -- -- - -- - - - -- - - -- - r 21 30 r V - - - ----�_ ( °�} F -* X 20 28 S - - 6 - 5 — - - -- - -I ��- - - - -- - - 21 STA 56 +87 5 22 _ 6' RS V �S d 24 d °° ° ° ° _ ° • S "��� _ RAMPS o _ d • ° a —d °� d R d - - ° / 22 1 I - - - -- - ^J _I ( , STA 13 +725 ` - - - - -- -- -- - - - - -- - ---- - - - - -- - - -- d RAMPS 24 ' - - - -H - - to ' -- • ' i - - - - SLOPE SIDEWALK - I / / ,4 7 20 31 ) o + r I 23 20 31 r • TO DRAIN 8 3% MAX m I / ll '1 27 2 IIOUS I -- i SLOPE SIDEWALK CD g TO DRAIN 8 3% MAX 4 . C7 v n— �� 4' MIN A °° - (�? d "- fT LEGEND NOTES. ° ( 1 ALL SIDEWALK AND CURB RAMP CONSTRUCTION HMA CONSTRUCTION SHALL BE 4' CEMENT CONCRETE OVER 4" CSTC SAWCUT EXIST PAVEMENT ° 21 1 " CEMENT CONCRETE SIDEWALK/ 2 DEPTH OF A/C PAVEMENT ADJACENT TO NEW X 4 m l] CURB RAMP CONSTRUCTION CURB AND GUTTER SHALL BE 6" OR MATCH _ HMA PAVEMENT 6" OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS g - ADJACENT PAVEMENT DEPTH, j, 0 DETECTABLE WARNING SURFACE GREATER SEE TRENCH RESTORATION DETAIL FOR ' b ( WHICHEVER IS GREATER • TRENCHES I -- �y�������� /�� �' RS RAMP SLOPE 8 3% MAX F41 c 3 ALL REMOVAL AND REPLACEMENT OF SIDEWALKS g MIN �j�\y MIN SCHEDULE B �� o \� /\�\� STA 57 +391 •� (n SHALL TO THE NEAREST CONSTRUCTION JOINT a c� \� ���y %/ BACKFILL WITH CONTROL l �~ OUT FROM THE LIMIT SHOWN ON THE PLANS OR m ` �� /��j� % DENSITY FILL SCHEDULE A ( ° d AS DIRECTED BY THE ENGINEER STA 6 +861 I STA 58 +201 4 ADDITIONAL CONSTRUCTION AND RESTORATION )000( NOTES THAT MAY BE NECESSARY FOR INSTALLATION OF 24 SIGNAL IS NOT SHOWN SEE PLANS FOR SIZE AND PLAN (1) ALIGN NORTH EDGE OF RAMP WITH NUMBER OF CONDUITS SCALE IN FEET N NORTH END OF RETAINING WALL 5 DO NOT INSTALL PEDESTRIAN CURB AT BACK OF ' 2' MAX "PARALLEL A" RAMPS ADJACENT TO RETAINING 0 10 zo (2) TERMINATE RAMP SLOPE AT STAIRWAY WALLS 0 s TRENCH RESTORATION ' DETAIL �1 4Tof FRd = NO SCALE n REVISIONS DATE BY DE R E FRANKLIN ~ a' x PROJECT NAME SHEET NO ONE INCH AT FULL SCALE 27 OF 30 ' DRAWN IF NOT SCALE ACCORDINGLY is K BRAATEN fiNONE6RN0 FL fflNO eNwaoNlmlrALwlvlcE. WARREN AVE / 13TH ST SIGNAL RECONSTRUCTION PLAN CHECKED PU5545720003P 02 — ,",,,,r„ AvENUe se, ew,>_,00 0 7/3/j Z wrww w•eH r c 4 � G� S p a 554- 5720 -003 P02 r zsaax°wo F &Wm O APPROVED DA 2012 """""°""`�`"�' BREMERTON, WASHINGTON a ' CHANNELIZATION REMOVAL NOTES O REMOVE PAINT LINES IN LEFT TURN LANE REMOVE PAINTED TRAFFIC LETTERS AND /OR SYMBOL I II O3 REMOVE "C" CURB II O REMOVE ALL PAVEMENT MARKINGS WITHIN THE ' n+ INTERSECTION AREA BETWEEN STOP LINE STRIPES II C—) Z O REMOVE STOP LINE cJ� o o II + _ CHANNELIZATION INSTALLATION NOTES II 3 a 20 INSTALL PLASTIC CROSSWALK STRIPES ALIGN 1 II CENTERLINE OF CROSSWALK WITH CENTERLINE OF _ 26 CURB RAMPS SEE CITY OF BREMERTON STANDARD ' - -— -- -- - -- — —- — -— -- - - -— —— -- — — -- — — - — -- /{ e a _ INSTALL 24' 56 +15 32 I 21 INSTALL 24 WIDE PLASTIC STOP LINE STRIPE 3' i I L FROM AND PARALLEL TO THE CROSSWALK " INSTALL PLASTIC LEFT TURN ARROW SEE WSDOT STANDARD PLAN M -20 40 -01 1% INSTALL 6' HIGH PLASTIC TRAFFIC LETTERS "ONLY" SEE WSDOT STANDARD PLAN M -80 30 -01 FOC — 24 INSTALL PLASTIC WHITE WIDE LINE L_ 25 INSTALL PAINTED YELLOW DOUBLE CENTER LINE INSTALL 24" WIDE PLASTIC STOP LINE STRIPE AT - _ - -- -___ _ O 20_ -- �I — 25 STATION SHOWN _ _ — I __ _ —� 45 20' 0I I 10' -- � — I� — t — - -- � 2 27 INSTALL 4" WIDE YELLOW PAINT LINE -- - - - - -- - -- � 131H S R ET �- -� _ {- - -- - - - - 22 '� \13 - Q I ° rn 4 20 - -- - - - - -- S S -- �- -_- - - - - - - -- - — � _ _ + 14+00 25 23 a s 24 } 04 - - - - P I — — -- — — — ' 40 21 d� k 5 _ C� — w 21 TYP 20 2 2 ) — HOUSE T � CJ I ^) — IL cp � s 5 2 ` V) PLAN ' o SCALE IN FEET N 0 0 10 20 all Y FR a RENSIONS DATE BY DE R EFRANKUN ~~ a x PROJECT NAME SHEET NO ONE INCH AT FULL SCALE DRAWN IF NOT SCALE ACCORDINGLY 28 OF 90 o K BRAATEN FU A.L 9D ERDEEEEIENO PLANNElO ERVIRORNENTALEOO CES WARREN AVE / 13TH ST SIGNAL CHECKED PU5545720 —SG ,,,, „ „M -�,,, - CHANNELIZATION PLAN O RIYALLw WMH 554- 5720 -003 P02 �Z r na ox P moxmw S 9 g APPROVED DAT ILY 2012 BREMERTON WASHINGTON a I CONSTRUCTION NOTES (SHEETS SG10 AND SG11 ONLY) - 51 CITY SERVICE CABINET C -1 FOR LIGHTS B -1 THROUGH B -5 DISCONNECT CIRCUITS AT ADJACENT JUNCTION BOX REMOVE THE SERVICE CABINET AND FOUNDATION CONNECT THE EXISTING 1 -1/2" PVC CONDUIT FROM THE JUNCTION BOX TO ;R_ - ° SERVICE CABINET C -1 TO THE EXISTING EMPTY 1 -1/2" PVC 18TNNSTREET �\ CONDUIT BETWEEN SERVICE CABINET C -1 AND SERVICE CABINET C -2 RESPLICE TO THE EXISTING FIELD WIRES IN j LAICH LINE THE JUNCTION BOX AND ROUTE INTO SERVICE CABINET C -2 B -1 \� - -� \- � i " i I u C I (2 -#8, 1 - #8 GND) SALVAGE THE SERVICE CABINET AND DELIVER TO CITY OF BREMERTON SIGNAL SHOP CONTACT JEFF COLLINS COMBINE CONTROL CIRCUIT AND GFI CIRCUIT ON A SINGLE BRANCH BREAKER INSTALL NEW 20 AMP 240 VOLT BRANCH - I BREAKER AND CONNECT THROUGH CONTACTOR CONNECT 1 II I CIRCUIT WIRES FOR LIGHTS B -1 THROUGH B -5 TO THE NEW BREAKER CONTACT JEFF COLLINS PRIOR TO WORK 6 DISCONNECT FIELD WIRING IN JUNCTION BOXES ADJACENT TO �� • s ___ - I r > °' ( LIGHTS B -8 AND B -9 REMOVE FIELD WIRES BETWEEN THE _ _ I 56 _ _ - II h I I TWO JUNCTION BOXES m� u __ INSTALL 1 -1/2" CONDUIT BETWEEN THE JUNCTION BOX I ADJACENT TO LIGHT B -7 AND THE JUNCTION BOX FOR THE PARKING LOT LIGHTS INS I TALL FIELD WIRES (2 - #8, 1 - #8 GND) TO CONNECT LIGHTS B -6, B -7, AND B -8 TO THE SOUTH PARKING LOT LIGHTING CIRCUIT #1 o n4 2 -- - - - -- - - - - - - I I _ P o — - SPLICE TO EXISTING CIRCUIT WIRES IN JUNCTION BOX yl I a ty m I 11 I I 55 B��'r ADJACENT TO LIGHT W -1 AND INSTALL FIELD WIRES (2 - #8, R -_ _ f -- II I ' z CIRCUIT WIRES CONNECTING LIGHTS WA D 2ANDLIWE30 EXISTING REMOVE CIRCUIT WIRES BETWEEN LIGHTS W -3 AND B -1 AND ° ✓ °� r L _ I4 3� §x g ABANDON CONDUIT I r il C '3 �^'`' c a� F V 'd � _ � � 57 REPLACE EXISTING 400 WATT LUMINAIRE WITH 250 WATT - - -- - I- _ e -- I � uutt �g LUMINAIRE OF THE SAME TYPE O R T TTI a — 3 — i U , III,I ,- Oil 2 U SG __ 1f c I - ' I /j "`rs^1- °p-- •. -`1C' "^' r.�.. ,...ter �' - I_ !L z. f - i ) j � � / � � � � � 1 { ,� a -T, -1 - � -- - � % I �;� �, '�" ���'�,k �° h;+'- `r�"`� - - d r - y,--�� �� Y•• 4 1 I Bi5 J t _ Wyk I I{r..� �. - REST ((BERG Y — _ A'Tw d PLAN PLAN SCALE IN FEET N SCALE IN FEET N � p 40 80 0 40 80 d i i T Y FR9 < R'. 7, PROJECT NAME a REVISIONS DATE BY DESIGNED SHEET NO R FRANKLIN ONE INCH AT FULL SCALE DRAWN IF NOT SCALE ACCORDINGLY 29 OF 9O ° K BRAATEN 7U NAME ENVIRONOIMALSCEIVIN WARREN AVE / 13TM ST SIGNAL CHECKED PU554572 003P02 -SG- ,4,680IH AVEN°E BE.BURE,00 ILLUMINATION PLAN ? /s /�Z SG10 54 -5720 -003 P02 T msaw.eea° F a�sw APPROVED DA15U 2012 BREMERTON, WASHINGTON 1 Sm sa . ';fPl CONSTRUCTION NOTES (SHEETS SG70 AND SG11 ONL 51 CITY SERVICE CABINET C -1 FOR LIGHTS B -1 THROUGH B -5 C A r DISCONNECT CIRCUITS AT ADJACENT JUNCTION BOX REMOVE _ THE SERVICE CABINET AND FOUNDATION CONNECT THE ! dldLlLCGll1.4C! rlii E 51 n EXISTING 1 -1/2" PVC CONDUIT FROM THE JUNCTION BOX TO (I I SERVICE CABINET C -1 TO THE EXISTING EMPTY 1 -1/2" PVC B -7 CONDUIT BETWEEN SERVICE CABINET C -1 AND SERVICE I I I I I s CABINET C -2 RESPLICE TO THE EXISTING FIELD WIRES IN p -2 h r In THE JUNCTION BOX AND ROUTE INTO SERVICE CABINET C -2 / L ® —�\ �_� - -- e� t I _ (2 - #8, 1 - #8 GND) SALVAGE THE SERVICE CABINET AND U 0 �^ 0 I I I DELIVER TO CITY OF BREMERTON SIGNAL SHOP CONTACT 52 ¢ r J __ u -- _ _ ` I 7 I -�' - — 52 COMBINE CONTROL CIRCUIT AND GFI CIRCUIT ON A SINGLE a BRANCH BREAKER INSTALL NEW 20 AMP 240 VOLT BRANCH B o `Y -3 5 --- - d I I I I t BREAKER AND CONNECT THROUGH CONTACTOR CONNECT 4 CIRCUIT WIRES FOR LIGHTS B -1 THROUGH B -5 TO THE NEW B -4 W II I BREAKER CONTACT JEFF COLLINS PRIOR TO WORK DISCONNECT FIELD WIRING IN JUNCTION BOXES ADJACENT TO LIGHTS B -8 AND B -9 REMOVE FIELD WIRES BETWEEN THE y a I M TWO JUNCTION BOXES I I1 i z I I I I I 54 INSTAL 1-1/2- /2 COND UIT BETWEEN THE JUTION BO 1 0 T 0 LIGHT B D HE JUNCTION BOX FOR THE PARKING LOT LIGHTS INSTALL FIELD WIRES (2 — #8, 1 — #8 GND) TO CONNECT LIGHTS B -6, B -7, AND B -8 TO THE SOUTH PARKING LOT LIGHTING CIRCUIT #1 SPLICE TO EXISTING CIRCUIT WIRES IN JUNCTION BOX ADJACENT TO LIGHT W -1 AND INSTALL FIELD WIRES (2 - #8, � 1 - #8 GND) IN EXISTING 2" CONDUIT AND SPLICE TO EXISTING CIRCUIT WIRES CONNECTING LIGHTS W -2 AND W -3 REMOVE CIRCUIT WIRES BETWEEN LIGHTS W -3 AND B -1 AND 1 8 V U I - -- - I i '- ABANDON CONDUIT 0 15 '- - v, + I 57 REPLACE EXISTING 400 WATT LUMINAIRE WITH 250 WATT Y o°F I t I CD LUMINAIRE OF THE SAME TYPE 53 _ `- s DETAIL ^ f 1 " =20' SG1 _ oa y 11100 13TH STREET 1 $ 57 r DETAIL r33, W -2 _ a 1 W e n I 55 ° { z ' _ a l7 8 qe i 3 2 I j, yy_ i C DETAIL n 1 1 'c20' SG1 N 4 T Y FR9 a REVISIONS DATE BY a �' PROJECT NAME DESIGNED SHEET NO R FRANKLIN ONE INCH AT FULL SCALE 30 OF 30 DRAWN IF NOT SCALE ACCORDINGLY 1 7; K BRAATEN FILE NAME exON NW PIAM@l0 BNVIROlRIENTALaCENGEf WARREN AVE ! 13TH ST SIGNAL PU5 Ji CHECKED 545720003PO2 —SG —B ,�„ „ , ILLUMINATION PLAN DETAILS PurAUUP WAANNOfprypg{i, AF o APPROVED DA 554-5720-003 P02 7/3//Z r sea ene eew P m.eol.eroc 5 JULY 2012 BREMERTON WASHINGTON SG11 ' APPENDIX C 1 1 1 1 1 1 City of Bremerton SR303 Comdor— 11th Street at Warren Avenue December 2011 Intersection Improvements 1/2 "R TYP a 4 G Lin ° V 1.1� 1 d G dQ G d 12" 4,1 dp 6 " v G G d a a G 1.12 O d G a 7 „ SEE NOTE 9 24" TYPICAL SECTION NOTES 1 FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED 2 FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ON 10 FOOT CENTERS 3 THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS MAXIMUM SPACING SHALL BE 20 FT PRE - MOLDED JOINT FILLER SHALL BE 117 WIDE AND CONFORM TO AASHTO DESIGN M213 4 ALL JOINTS SHALL BE CLEAN AND EDGED 5 CONCRETE SHALL BE CEMENT CONCRETE, CLASS 3000 6 STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS WOOD FORMS MAYBE USED ON CURVED SECTIONS 7 FINISH SHALL BE LIGHT BROOM FINISH B THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER CURING TIME SHALL BE A MINIMUM OF 72 HOURS 9 ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 4" COMPACTED CRUSHED SURFACING TOP COURSE City Of Bf+90'r e t n CEMENT CONCRETE CURB AND GUTTER PUBLIC WORKS TYPE A 3131 { Altaradan of Bds draw(rg Ie prddbited Anyappravel d an eltmad drawrg Rowlilm Do* ENGINEERING DIVISION Isuaa3u9iwizedandvdd S/15/OS 1 � C�. O,[ `J 3 0 (SEE NOTE 4) PRIVATE ' FINISH GRADE F PROPERTY E 38"MIN 21" MIN COVER COVER 7� 8 C ' 10 °+ CUSTOMER PIPIKG POLY OR PVC A RATED FOR 200 PSI HORIZONTAL METER INSTALLATION O CAST IRON SERVICE SADDLE FOR AC PVC, & STEEL MAINS, WITH STAINLESS STEEL BANDS. DIRECT TAP AND INSTALL CC CORP ON D 1 AND C 1 MAINS ' O 1" CORPORATION STOP (CC OR IP) X COMPRESSION O 1" COPPER TUBING SIZE HIMOL WITH S S INTERNAL POLY STIFFENERS, W/ 12 GA. SOLID COPPER BLUE COATED LOCATE WIRE ' O 1" X 3/4" ANGLE METER VALVE, COMPRESSION O 314" ANGLE METER CHECK VALVE IP, OR COMPRESSION O HDPE METER BOX WITH SOLID DI BOX UD, MID STATES #111812 BOX OR ' RAVEN METER BOX #1118X12 OR APPROVED EQUAL NOTES 1 SERVICE LINES SHALL BE PERPENDICULAR TO THE WATERMAIN, UNLESS OTHERWISE APPROVED BY ' THE ENGINEER. METER SETTER MAY BE USED WHERE REQUIRED 2 SERVICE SADDLE MAY BE INSTALLED AS AN OPTION ON CLASS 52 OR THICKER D I PIPE ALL CONNECTIONS WILL BE TAPPED INTO AN "EXISTING WATER MAIN" BY CITY FORCES ONLY ' 3 AN APPROVED BACKFLOW ASSEMBLY MUST BE INSTALLED PER WA DEPT OF HEALTH ON ALL IRRIGATION SYSTEMS THE SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL THE REQUIRED BACKFLOW ASSEMBLY IS INSTALLED (PER CITY STANDARD DETAILS), TESTED BY A CERTIFIED BACKFLOW ASSY TESTER, AND INSPECTED BY A CERTIFIED CROSS CONNECTION CONTROL SPECIALIST 4 THE WATER METER AND ITEMS A,B,C,D,E, & F SHALL BE SUPPLIED AND INSTALLED BY THE BREMERTON PUBLIC WORKS AND UTILITIES DEPARTMENT ALL OTHER MATERIALS WILL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, OR HOME OWNER UNLESS DIRECTED OTHERWISE BY THE ENGINEER WHEN THE INSTALLATION IS COMPLETE AND INSPECTED, THE CITY WILL MAINTAIN THE ' SERVICE UPSTREAM OF THE METER INSIDE THE RIGHT OF WAY 5 LOCATE WIRE SHALL BE 12 GA BLUE COATED SOLID COPPER WIRE, STRIPPED AT BOTH ENDS AND TIGHTLY WRAPPED AROUND (GROUNDED TO) THE CORPORATION STOP A MINIMUM OF TWO TIMES OR CRIMPED TO THE LOCATE WIRE ON THE MAIN THE END IN THE METER BOX SHALL BE LOOPED AND ' TUCKED INSIDE THE BOX. City Of Bremerton 1" X 3/4" / DOMESTIC /IRRIGATION SERVICE P WORKS CE CONNECTION 500 ' DESIGN / C O N STRUCTION STANDARDS Alteration of dds drawing is proMblted Aryapproval dan allered drawing RavWw Date Is Linaulmrized end wid 04/06/09 3 0 (SEE NOTE 4) PRIVATE FINISH GRADE F PROPERTY ' 3WMIN 21" MIN COVER COVER B C 10 °± 1 CUSTOMER PIPING POLY OR PVC RATED A FOR 200 PSI HORIZONTAL METER INSTALLATION ' O CAST IRON SERVICE SADDLE FOR A.0 PVC, & STEEL MAINS, WITH STAINLESS STEEL BANDS DIRECT TAP AND INSTALL CC CORP ON D I AND C I MAINS O B 1" CORPORATION STOP (CC O IP) X COMPRESSION O 1" COPPER TUBING SIZE HIMOL WITH S S INTERNAL POLY STIFFENERS, W112 GA SOLID COPPER BLUE COATED LOCATE WIRE ' O 1" ANGLE METER VALVE, COMPRESSION O E 1 "ANGLE METER CHECK VALVE IP, OR COMPRESSION O F HDPE METER BOX WITH SOLID DI BOX LID, MID STATES #132412B BOX OR , RAVEN METER BOX #1324X12 OR APPROVED EQUAL NOTES 1 SERVICE LINES SHALL BE PERPENDICULAR TO THE WATERMAIN, UNLESS OTHERWISE APPROVED BY THE ENGINEER. METER SETTERS WILL BE USED WHERE REQUIRED ' 2 SERVICE SADDLE MAY BE INSTALLED AS AN OPTION ON CLASS 52 OR THICKER D 1 PIPE CORPORATION STOPS WILL BE TAPPED INTO AN'EXISTING MAIN" BY CITY FORCES ONLY 3 AN APPROVED BACKFLOW ASSEMBLY MUST BE INSTALLED PER WA. DEPT OF HEALTH ON ALL ' IRRIGATION SYSTEMS THE SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL THE REQUIRED BACKFLOW ASSEMBLY IS INSTALLED (PER CITY STANDARD DETAILS), TESTED BY A CERTIFIED BACKFLOW ASSY TESTER AND INSPECTED BY A CERTIFIED CROSS CONNECTION CONTROL SPECIALIST 4 THE WATER METER AND ITEMS A,B,C,D,E, & F SHALL BE SUPPLIED AND INSTALLED BY THE BREMERTON ' PUBLIC WORKS AND UTILITIES DEPARTMENT ALL OTHER MATERIALS WILL BE SUPPLLIED AND INSTALLED BY THE CONTRACTOR OR HOME OWNER UNLESS DIRECTED OTHERWISE BY THE ENGINEER WHEN THE INSTALLATION IS COMPLETE AND INSPECTED, THE CITY WILL MAINTIAN THE ' SERVICE LINE UPSTREAM OF THE METER, INSIDE THE RIGHT OF WAY 5 LOCATE WIRE SHALL BE 12 GA BLUE COATED SOLID COPPER WIRE, STRIPPED AT BOTH ENDS AND TIGHTLY WRAPPED AROUND (GROUNDED TO) THE CORPORATION STOP A MINIMUM OF TWO TIMES OR CRIMPED TO THE LOCATE WIRE ON THE MAIN THE END IN THE METER BOX SHALL BE LOOPED AND ' TUCKED INSIDE THE BOX. City of Bremerton 1" X 1" DOMESTIC /IRRIGATION ' PUBLIC WORKS SERVICE CONNECTION 5002 ReVMM Oslo DESIGN /CONSTRUCTION STANDARDS Is IB is rmuto rt ze a aid%,d iov�ofeneleereddrantg ' �� 04 /06J09 ' PAINTED O D COLOR CODE SEE NOTE 3 A C �'Ak \/ HYDRANT BURY B D O E HYDRANT TEE (MJ X FLG) OR TAPPING SLEEVE 0 0 0 \ �j x 112 YD WASHED DRAIN ROCK 4" X S" X S ° CONC BLOCK TAR PAPER OVER DRAIN ROCK TO PREVENT SILTING A 1 -5114" M V O HYDRANT WITH 2 -2112' N S T AND 5" PUMPER PORT W/ STORZ ADAPTER HYDRANT BRAND MODEL STORZ BRAND ' MUELLER CENTURION RED HEAD AWG M&H 929 (NO LOCKS) B (1) 6" GATE VALVE, AWWA C-500, R/S, PARALLEL SEAT "O' RING STEM SEAL, MJ X FLG WITH MEGA -LUGS C (1) TWO PIECE CAST IRON VALVE BOX SIMILAR TO RICH MANUFACTURING TYPE 940 OR 6'C I SOILS PIPE VALVE BOX EXTENSION D 6" DUCTILE IRON PIPE, CLASS 52, CUT TO FIT E MEGA LUG FOLLOWERS F FULL BODY TAPPING SLEEVE C 1 OR D 1, OR HYDRANT TEE (F X MJ) ' NOTES 1 FIRE HYDRANT EXTENSION IF REQUIRED Z FIRE HYDRANT SHALL BE PAINTED WITH ENAMEL SAFETY YELLOW 3 FIRE HYDRANT CAPS SHALL BE COLOR CODED AS FOLLOWS A. HIGH PRESSURE(75 +PSI) -GREEN B MEDIUM PRESSURE(W74 PSI }YELLOW C LOW PRESSURE(0.49 PSI}RED -IF THE STATIC PRESSURE IS LESS ' THAN 20 PSI THEN <20 PSI SHALL BE STENCILED ON TOP OF THE HYDRANT 4 FIRE HYDRANT BONNET SHALL BE COLOR CODED AS FOLLOWS A. 1500+ GPM - SAFETY BLUE 6 1000-1499 GPM - SAFETY GREEN C 600 -999 GPM- SAFETY ORANGE D LESS THAN 499 GPM - SAFETY RED (PAINTED BY CITY) ' City of Bremerton ' FIRE HYDRANT DETAIL x Pusuc WORKS 5081 DESIGN /CONSTRUCTION STANDARDS Alteratlon of this drawing Is la u rand praN ha e aid v pioval d an almied drmnUg RWMM DM nauuiubsarwvoid. 4/07/09 1 MARKER MARKER MARKER FIRE 1 ❑ HYDRANT ❑ FIRE HYDRANT ❑ FIRE HYDRANT 1 i 1 TWO LANE ROAD ON SIDE STREETS OFFSET MARKER TO INDICATE WHICH WHERE THE HYDRANT IS WITHIN ZIP SIDE OF STREET HYDRANT IS ON OF THE MAIN TRAVELED STREET, THE MASRKER TO BE PLACED r TO G' OFF MARKER IS TO BE INSTALLED 4' TO 8' CENTERLINE OFF THE CENTERLINE. 1 MARKER - MARKER �— ❑ FIRE FIRE HYDRANT ❑ HYDRANT 4 1 FOUR LANE ROAD FIVE LANE STREETS OFFSET MARKER TO INDICATE WHICH OFFSET MARKER TO INDICATE WHICH-, SIDE OF STREET HYDRANT IS OIL SIDE OF STREET HYDRANT IS ON MARKER TO BE PLACED C TO S' OFF MARKER TO BE PLACED W TO W OFF THE DOTS OR PAINTED LINE DIVIDER. THE DOTS OR PAINTED LINE DIVIDER. 1 NOTE (1) MARKER TO BE STIMSONITE 88 AB TWO -WAY (BLUE) ' City of Bremerton s 1 lu:Rjl FIRE HYDRANT MARKER PLACEMENT DETAIL 5084 3 P WORKS ReNelon Dame DESIGNMONSTRUCTION STANDARDS AftereUOn of this d rawing Is la n �appmval a an alBared draxkg 4/07/09 1 f ' CAST IRON LID JACK HAMMER & REMOVE ASPHALT SET COVER OF VALVE BOX CONCRETE PAVEMENT AND RAISE FLUSH WITH GRADE AND 2° VALVE BOX ' ABOVE GRADE ELSEWHERE FINISH GRADE PATCH W/ ACP, CLASS B a� HAND TAMP BACKFILL SEAL JOINT W/ AR4000 ' AROUND UPPER SECTION I I 8' MIN CAST IRON VALVE BOX TOP SECTION EXTENSION STEM REQ'D WHEN DEPTH OF OPERATING NUT IS MORE THAN 4 VALVE BOX OR C I FEET BELOW FINISH GRADE SOILS PIPE EXTENSION ' AS REO'D GATE VALVE �..-2' SO OPERATING NUT V ESS IA , 1/8 °MIN 21/4' INSIDE WIDTH ' NOTES 1 EXTENSIONS ARE RECIUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG ONLY ONE EXTENSION TO BE USED PER VALVE 2 VALVE BOX EXTENSIONS SHALL BE 5' C I SOILS P0 TY SEAL 3 ALL EXTENSIONS ARE TO BE MADE OF STEEL, SOW AS NOTED, AND PAINTED WITH 2 COATS OF METAL PAINT 4 RAISE THE VALVE BOX TO FINISH GRADE AFTER ASPHALT CONCRETE WORK IS COMPLETED BUT IN NO CASE LATER THAN 48 HOURS 5 EARS OF THE VALVE BOX TOP SECTION WILL BE INSTALLED INDICATING WATER MAIN DIRECTION ' City of Bremerton CAST IRON VALVE BOX ASSEMBLY 5120 PUSUC WORKS Aw adon of eue drawtrp le pr&&W my WproW d an a% &aft Rl Wdan Oda DESIGN /CONSTRUCTION STANDARDS Is rareu8wdzed aid vdd. 4/07/09 PROJECT - - - - - -- -- -- - - - -- -- -- - - - - -- LIGHTING CABINET LOCATION DATE - - - - - -- -- -- - - -- - - - - - -- TEST BY_ ___ -_ __ __ _ __ _ ,COMPANY WITNESSED BY ,CITY OF BREMERTON TEST THE FOLLOWING IN THE PRESENCE OF THE ENGINEER I INSULATION RESISTANCE FOR LIGHTING BRANCH CIRCUITS (MEASURE AT SUPPLY SIDE OF LIGHTING CONTACTOR MINIMUM ' 1 M92 @ 500v FOR ONE MINUTE) VERIFY CORRECT OPERATION OF ❑ LIGHTING TEST SWITCH ❑ MASTER PHOTOCELL ' ❑ GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE OPEN CIRCUIT VOLTAGE (MEASURE AT SUPPLY SIDE OF LIGHTING CONTACTOR) LEG A TO GROUND LEG B TO GROUND LEG A TO B VOLTAGE WITH ALL LIGHTS ON (MEASURE AT SUPPLY SIDE OF LIGHTING CONTACTOR) LEG A TO GROUND LEG B TO GROUND LEGATO B_ CURRENT WITH ALL LIGHTS ON (MEASURE AT LOAD SIDE OF LIGHTING CONTACTOR) LEG A _ LEG B City of Bremerton ACCEPTANCE TESTING 7009 , PU BLIC WORK Alteration of this drawing is prohibited of an altered drawing Revlston Date ENGINEERING DIVISION is unauthorized and void 8/22/08 /Fl ERVICE SIDE f t REVERSIBLE DOOR l:rER � . SIDE L, ! (hi 31 '• • to. OD C X" CHAM G—s ° ° ► ° s --^- a 10 21.00 z ° # BARS ° P v -- 26 OO a EACH CORNER C0} PLASTIC n A ° .} DRAIN TUBE 24 00 d h 16 75 —" »y0 75 X 50 SIDEWALK CONCRETE FOUNDATION 'AO a 4 HOOPS g 1 � 1 to 50 013 -- 4 PL a Q ° f 0 APPROX, 4 L 12" O.C. �. v � " a a • CLASS a ASS 4000 .2.13 �-�-- 3{100 - --•-I CONCRE'1' - ---- -- 25 X00 TYP rOUNDATION DETER SIDE 1 CONSTRUCT ION NOTES: G eIl Q NEMA 3R. PAD MUUNr. 1 /8' 9052 ALUMINUM, POWDER COATED ASA d t N 61 GRAY REMOVABLE EQUIPMENT MOUNTING 114"P,AX TWO 11 SOREENE0 VENTS REYERS115LE MERC DWR, Urt 0" CONCEALED SERVICE SIDE HINGES AV/SS. VAULT Srtt.0 HANDLE SEALCD BY A CLOSED CELL NEOPRENE GASKET WIRING PER UL0508 SURASLE FOR USE AS SERVICE EQ UIPMEW. MEETS EUS C R EQUIREMENTS, CONTRAMR Tq +� c7 VERIFY METER ARRANGEMENT. mmvm :s n+t Poopmv or 5 25 sM In u m aw 43 N 2 Deno HTAE IN rsrl►aGIIrt TES pf" City of Bremerton SERVICE /CONTROLLER CABINET PU WO FOUNDATION 7015 ENGINEERING aIVI$1OIsI *0" t5 :.+a+5tudtV A•ty a; fvmal of en IAm-w c!•aavn n Revision bate ^ - ,' ulk1 .10 am mw 3 -01 -10 BREAKER SCHEDULE 120 /240VAC E. 12°"2.0 BLIs PAIM LOCATION MOUNT w BUS CONNECRONK 2 P a Tr ORAfYB70 cocw VOLTAMPS ORFi= CONNEMON XT4 BAEYER VOLTAW9 I CIRCIRT DESOMIO J A I B AMP POLE NO A B NO 1 Nit' POU A B OESMIMON METER TO REMOTE LIGHTING AI 1920 + 2 13 1 I +440 LOffM OONTRM PHOTO CELL t 220 ♦ 20 1 1920 RMUMCE BASE UGHTING B 1920 -L a W 1 4800 SKK#L B R I + a 15 1 1440 HE17EA 200 AMP ++ B 10 MAIN 15A LIGHTING C 1920 11 +2 waroc>LL LIGHTING D 1020 + 14 Off - AUMM ATIO 1920 +e ON 17 IB 50A TrnAL aB+o aalo 33a0 4900 ZOA SIGNAL Bus A 7200 VA WM BREAKER. 200 AMP LAE AMPS 2 µP LIGHTING A BO $640 VA LOWON BROOM W PHAM SN" ToTU TOAD I N40 vA rmw SIZE. N cu vw NVA BEMANP sow= co"M MSM MUANK MEIER SOCKET SHORT CIRCUIT PATH AT 10 KA 20A UGHTING B KEY 50 CH 2P 200 AMP MAIN (CSR2200N) 20A iD 51 CH 2P 20 AMP BREAKER (BAB2020) • 50 ° 52 CH 1P 50 AMP BREAKER (BAB1050) LIGHTING C 53 CH 1P 20 AMP BREAKER (BAB 1020) CABINET 51 54 CH 1P 15 AMP BREAKER (BAB1015) 20A BONDING 51 53 55 METER ENCLOSURE (MS24TB MILBANK) LIGHTING D 0 51 56 LEVITON SWITCH (1223 -21) • 57 GFCI RECEPTACLE 20 AMP ( LEVITON 7899 -1) o 51 ° 58 S D 2P 30A LIGHTING CONTACTOR (891ODPA32VO2U1) ISA 20A 0 61 SOUTHCO DOOR S S HINGE (F6 -3 -1) 64 STAINLESS STEEL HANDLE G 65 DEAD BOLT LOCK 'BEST" (5L7RL2 -626) ® F 66 SQUARE D TERMINAL BLOCK ® C °° ° ° ° 67 SOUARE D END CAP HEATER 1 0 • • 0 70 1'X 25" NEOPRENE GASKET GROUND BAR o ° o 0 0 p ® e 71 VULCAN HEATER (2E892/C3840) ® 56 ° 72 HEATER THERMOSTAT (ATEMNC71160) RMI REF RBK -11036 THE ORNVING IS THE PROPERKV OF RNINO CONTRACTOR MANUFACTUM0. [NO AND IT'S SUBIAIS'JON DOES NOT GRANT THE RIGHT TO MAKE USE OR SELL WHAT IS DISTRIBUTOR REPRESENTED HERE IN WITHOUT THE PPJM W OM DISTRIBUTOR P0# CONSENT OF MINO MANUFACT r" INC DRAWN BY KE SCALE - NTS I DWG RBK STD #11 APPROVED 8Y ALL D1MQi�0N5 S U B M ITTA� OATE 5 28 2070 PAGE 2 OF 2 ARE IN DECOAN City of Bremerton TRAFFIC SIGNAUSTREETLIGHTING L P WORKS k SERVICE CABINET 7016 j I Revision Date ENGINEERING DIVISION ARPKaaonofthmdrawmgispiahihaed Any approvnioianallreddrawaxj g is unauthorized and voal 6 -01 -10 i I I I LOCATE LEAD -IN FOR SHORTEST DISTANCE TO DETECTOR 10" MIN oz 1' MIN io x TRAFFIC NX O Z I A A p 2 in r ? OVERLAP SAW -CUTS TO OBTAIN FULL DEPTH AT J CORNERS " 3 0' — P 3' r TYPICAL SAW CUT PLAN FILL SAW CUT W/ APPROVED 1 SEALANT -3/4" MINIMUM " 40 Z 1/4" TURN OF WIRE AS SPECIFIED BY MFR. ' SECT A A City of Bremerton INDUCTION LOOPS ' VEHICLE DETECTOR LOOPS Kmuc womcS 800'! ' ateradm or tlds d rawing Is pmIhd red a,y apparel or en a Pavbbn Dft Isu ENGINEERING DIVISION �or�ardvold. d' 2/7/12 INSTALL 2' PVC SLEEVE WITH COUPLING AT TOP AROUND CONDUIT STUB FILL WITH SAND TO 1' FROM TOP AND SEAL WITH LOOP SEALANT ' FILL SAWCUT W / APPROVED SEALANT-SEE SECTION A,A STD PLAN 8001 CURB GRADE 4 , 4' CURB AND GUTTER 8' • ° ' + • ' • . ° • • • . . • • ° . ° f + e °• • • ° LOOP LEAD-IN WIRE TWIST 2 TURNS PER FT INSTALL INSULATED END BUSHING AND SEAL WITH ELECTRICAL PUTTY 8' MIN RAD CONDUIT 18' BELOW GRADE (RIGID METAL) TYPICAL LOOP PLACEMENT ' City of Bremerton INDUCTION LOOP VEHICLE LOOP 8002 PUBLJC WORKS RBAsion Deena ENGINEERING DIVISIONra+ionofmiadrewmais�� moland+e 8/, O8 is urmuftwited ' SEE 8001 FOR TYPICAL SAW -CUT PLAN ' TYPICAL WIRING DIAGRAM SHOWING LAYOUT AND INSTALLATION OF WIRE IN THE SAW -CUT City of Bremerton _ INDUCTION LOOP PuBuc mMm VEHICLE DETECTOR DETAIL 8003 AReratlon of thin drawing to pn*dbited Anyapproval of an diered drawing ReiAsion 010 ENGINEERING DMS1014 isramrdtwrhed and wild W/2M t SEE WSDOT STD PLAN J-1 IA FOR THE SIZE OF ' THE JUNCTION BOX TO JUNCTION ' ADDITIONAL BOX LOOPS z LEAVE 6 OF EXCESS LEAD -IN WIRE IN JUNCTION BOX OVERLAP SAW -CUT FOR ' LOAD IN LOOP ONLY 5 ' NUMBERS OF TURNS OF 8 WIRE AS SPECIFIED BY THE MANUFACTURER ' w z g NOTE SEE STD PLAN 8001 FOR SAW CUTTING ' DETAILS, STD PLAN 8002 FOR LOOP PLACEMENT IN CONDUIT, & STD PLAN 8003 FOR TYPICAL LOOP WIRING DIAGRAM. City of Bremerton D-ut-I DECTECTOR LOOP INSTALLATION FOR TRAFFIC COUNTERS 8004 Mal Pusuc WORIGS Alterattan of fts drawing is proh bW Any approval of an abred drewtfg RwAsb Dade ENGINEERING DIVISION is unaulwdzed wW%md 8/22/08 TYPICAL CROSSWALK SEE CITY STD 3257 _ ' INDUCTION LOOPS r DETECTOR LOOPS 2 SECONDS ' GAP TIME DISTANCE 30' 5' FOR 30 MPH ROAD, V=44 FPS, DISTANCE = 44FPS(2 SEC) = 88' VARIES ° J-BOX TYPICAL LOOP LAYOUT 3 TURNS S LOOP WINDING DETAIL 15CW of Bremerton TYPICAL COUNTER & ADVANCE LOOP LAYOUT $005 PUBL wamcS NEW INSTALLATION y Aherafim of this drawl G I s app=W clan a1: dmu* a ReNeloe Oebe ENGINEERING DIVISION I 1 unautxwimd aid %uld 8/22/08 f G /2" - IS NC TAP HH N CS S 20 , 3/16" C' 1 1/2 3" XX - SIGNAL ARM LENGTH ' . XX - SIGNAL MAST LENGTH XX - LUMINAIRE ARM LENGTH XX - NAME OF MANUFACTURE 3/8 TYP 1 /8, NOMENCLATURE PLATE DETAIL HANDHOLE ' 1/4" SECTION C - C A CONDUCTOR ATTACHMENT BRACKET DETAIL ( " 3 -1/8" 22' LONG (79) ' STAINLESS 1 /4" HTC -P4 -GF 2 (��) " R j STEEL HINGE 0 _L "J" HOOK 8" ' STAINLESS (4 REO'D) BE5T LOCK STEEL COVER 1/2" CONSTRUCTION 30 -1/2" X 7 -3/4" 1" WIDE TAPPED CYLINDER FLANGE HOLE 28 1/2" X 7" ON COVER 1" WIDE STAINLESS (25) COVER WITH LOCK - — 24- SECTION T _ _ CYLANDER TO MATC TERMINAL BLOCK 1 CUSTOMER CABINET E 3 = 48" FROM TOP LOCK AND POUND HINGE STEEL STAINL [ 3 1 1/2" R I I OF 13ASEPLATE SEAM ' 4 PLACES SCREWS NUT & E 3 1/4" X 5/8" FLATBAR WASHER O C ] I� 1 4 "BEST" 2" X 4" WIRE HOLE (6) BRAND (OTHER HOLES AS 14 GAUGE SLAM LOCK NEEDED FOR WIRING I MIN COVER 6" OPENING WITH (152) (TYP } ' STAINL 0 31' TAPPED HOLE IN I � STEEL ESS BACK PANEL POUND 1/4" X 8 1/8" X 15 1/4" 1" X 1/2' BACKPLATE FURNISHED I HINGE (8) (156) (387) NEOPRENE WITH STAINLESS STEEL 1 1 (FORMED) ' GASKET CAPSCREW I � (32) " 3/B" WIDE OPENING 8" X 30" (1 D ) TERM J (BOTH SIDES) COMP 1/2" X 4" STEEL — J TYP (4 PLACES) ' 4" X 6" FRAME 3/8 THICK 1/8" ROUND A ASSURE BACKPLATE 1 1 I (3) ROUND AND SMOOTH (38) - EDGES 4" 1 -1/2" MAX PROJECTION (102) ' CENTERLINE OF HANDHOLE BASE HANDHOLE DETAIL (TOP AND BOTTOM) WITH TERMINAL FRAME & COVER RECESSED TERMINAL COMPARTMENT DETAIL SCALE 1 1 ® I I City of Bremerton TERMINAL COMPARTMENT AND MISC. 8006 Pu9uc w cwM POLE DETAILS Ahwauonawebawh bF M a MIN 'ArVePwdatendi iedb inp Re WwWe ' ENGINEERING DWWON rUralghodnd.mwid, 01/12 w EXISTINC TRANSVERSE JOINT EPDXY COATED 1_ DOWEL BAR(TYP) I I _ NEW EXISTING i EXISTING - NEW I =I I EXISTING EXISTING + NFW FXISRNG PARTIAL PARTIAL ' PARTIAL - PARTIAL EXISTING I EXISTING o I PANEL PANEL COMPLETT PANEL PANES PANEL PANEL PANEL PANEL I - PANEL PANEL i TIE BAR ITYP 1 i E&STINO LONGITUDINAL °EE NOTE 2 JOINT I / p see NOTE 2 SCE NOTE 2 NEW V _ SEE STD PLAN A -41MIC FOR tONGRUDINN PARTIAL w I EXISTING N JOINT OFTAILS NEW CILISTINC EXISTING - PANEL - EXISTING EW NCW _ PANEL COMPLETE PANEL NEW COMPLETE PANEL PANEL COMPLETL PANEL PARTIAL PAR rigl COMPLETE PANCL PANEL - (ACROSS PANEL PAVEMENT _ _ _ _ JOINT) _ ---- ---- -- - - - - --- -- -_ -__ _ -____ _ ._..- .____ -___ �^ — — — _ SFF STD PLAN A40.10 _ — _ � _ _ _ -- — T — V NOTES FOR TRANSVERSE - PLAN VIEW EXISTING EDGE JOINT DETAILS OF 911OULDER (TYP) 1 Install lie bars along longitudinal joints Dotween full panel PANEL REPLACEMENT replacement and exisbng cement concrete pavement Tm bars are not Installed between cement concrete pavement and hot ma asphalt shouldets 1 if NEW TIC long th e e lo BARS J 1 e EXISTING TRANSVERSE JOINT i 3 MAX ON CFNTER 2 Place fibs (per AASHTO M171) or b paper along the joint between partial l panel f r replacement and exiting panel - V I l EXISTING , FxIST1140 CEMENT CONCRETE PAVEMENT i CXIS imc l 3 Place now dowel bars between existing dowel bars LONGEXISTING CEMENT I ; CEMENT Don't place any dowel bars closer titan 1 - 0" JOINT �1 CONCRETE I 1 t ~ CONCRETE from edge of Concrete panel I I PAVEMENT I I bi , PAVEMENT - - - -- --- - -1 D J fA1rA ; ij. `-,- --- --- --- I I I I 1 �� T�/ �I� L -sO I I I I 1 EXISTING CONCRETC PAVEMENT �- NEW CEMENT CONCRETE PAVEMENT y SAWED OROOArE 1 (TYP j 112 CONCRETE - SAWED GROOVE - ` SEE STD PLAN AA010 PAVEMENT DEPTH qg I -'l E 0,%A EXISTING EXISTING - EXISTING ff /D \A4 CEMENT - NLW CEMENT CFMFNT ,T�s1 _. ". , - - CONCRETE CONCRETE PAVEMENT bir CONCRETE PAVEMENT •• •• ,I� __ PAVEMENT _�" -- - -- - -- '- -- - -'- --- -- CEMENT CONCRETE i DRILL 1 31'r MIN TO 2" MAX OVAM • V' LONG I ` Ar D OWEL B AR _ PAVEMENT REPAIR HOLE IN EXISnNO CEMENT CONCRETE 1 NE -W O • FOR NEW DOWEL DAR ITYP 1 STANDARD PLAN A- 60.10 -01 L "1 t -- - SECTION l A 1 SLiFET 1 OF 2 SHEETS _ -_ -'- l MPROVEOFOHPuauCARON - -J -- i b Pasco t3akotrch tit _ 10.74 -09 — :u,rt ntsla,r•owrn _ wt, PLAN VIEW _ l vs - wd.1,1— S— G •I r mnPeHUd•n COMPLETE PANEL REPLACEMENT DETAIL i- -- --- - -- - -i NEW (A MFNI CONCRETE 0' MIN ^� 1 MIN + 6" NEW TIE BAFIb 1 S PAVEMENT - COMPLETE PANEL , EXISTING TRANSVERSE JOINT 3 MAX ON CFNTER .. ^ (DOWEL BARS NUI SHOWN) EXIST ING TRANSVERSE JOINT t 1 EXISTING , SFF STD PLAN A4010 I EXISTING EXISTING EXISTING ) EXISTING EXISTING CEMENT I FOR LONGTUDINAL y CEMENT LONGITUDINAL CEMENT i CEMENT ' LON GITU JOINT JOINT DETAILS CONCRF CONCRETE i CONCRETE JOINT CONCRETE , , , PAVEMENT I b PAVEMtNI I JOINT I PAVEMENT I PAVEMENT I I I I , I SAWED ( 1 I TYPI t - FPDXY COATED I I - __ + DOWEL BAR MP) _ I - 1 W EXISTING 1XISTING NFW - EXISTING , EXISTIN(+ EXISTING m,Z CEMENT _ CEMFNT I$�� _ CEMENT CEMENT ( CEMENT NEW -- CEMENT CONCRtTt CONCRETE CONCRETF O,o CONCRETE _ CONCRETE I �CCP z CUNCRETF PAVEMENT - - PAVFMFNT - PAVEMEN' ; PAVEMENT PAVEMENT PAVEMENT W - I 1 -\ _ ------------------ 1 ------ - - - - -- SAWED GROOVE IIYP) - B MIN M PLAN VIEW PLAN VIEW PARTIAL PANEL REPLACEMENT PARTIAL PANEL REPLACEMENT WITH TIE BARS WITHOUT TIE BARS V r � w 09 RASyj tt ':a 5 yi NLW Cl MINT CONCRETE PAVFMCN7 y FXISTING CEMENT CONCRETE PAVEMENT 1 T N 9oJ+ q ,ni 40 0 .'' y T 1 Y i SAWED GROOVE^ i- IS .. IM WNCRCTE FJ' I31 M. Ci } � SFF STD PLAN AAO I0 s PAVLMENT DEPTH S �O�pt �' F'YlG I CEMENT CONCRETE PAVEMENT REPAIR - — - - - - - -- ---- - - - - -- - -- - STANDARD PLAN A- 60.90 -01 NEW TIE BAN - A5 + 30` EPDXY DRII L T/8 MIN TO 1 118' MAX OIAM • tY LUNG SHEET ? Or 2 SHEETS ` HOLE 14 EXISTING CEMENT CONCRETE I APPROVED FOR PUBLICATION 40A REINF 3W E BAR V FOR NEW TIE DAR Pasco eakoacn nr 10-14.0,91 +ui'r m+xwN.raa)a SECTION 8J W.N „01.�,drowaw 1 -0' 6`1 SIDEWALK - 6 -0'MIN. (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK -6 -ff MIN 812' SEE © 812' 0' SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) CONTRACTION FACE OF CURB JOINT 61rC 1' ROUNDING 2.0% 1 12' R fTYP) CURB NOT INCLUDED IN BID ITEM 72' R TM) MA X. Lr t R + 10% MAX - SEE STANDARD PLAN F -1012 ° ROADWAY 918' PRBYWLDED DE �I _ tv TA -- THIS S SHEET JOINT FILLER HET SEE CURB FACE DETAIL ° D ° D WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE 1 FINISHED GRADE 1' BELOW B' 812' I O r - SIDEWALK -6 O'MIN TOP OF CONCRETE SURFACE NOTE CURB AND SIDEWALK ' � O 1' - 0' MM. (SEE CONTRACT) NOTE Extend sidewalk transverse expansion UNDING 12 ' R RyP) 1 Four feet of the sidewalk width shall be the minimum pedestrian accessible joints to include curb (full depth) 1 CURB NOT INCLUDED IN BID ITEM mute free of vertical mW horizontal obstructions Gratings, access covers, CURB FACE DETAIL - �� Z O%_MAx , - SEE STANDARD PLAN F )unction boxes, cable vaults, pull boxes and other appurtenances within the o sidewalk must have slip resistant surfaces and be flush with surface and match grade of the sidewalk. 918` PREMOLD WALL OR BARRIER JOINT FILLER m ADJACENT TO CURB sIDt1NALlc (STEEP FILL SLOPES) GROOMED FINISH (THP ) 0 1' - SIDEWALK - 6 -WMIN. 12 R 4 WIDE, SMOOTH ALL CUT MIN. (SEE CONTRACT) f TROWELED PERIMETER ° ° Jr CEMENT CONCRETE CURB -7 1 ° (TYP) CURB NOT INCLUDED IN BID ITEM C NOTRB'ICND GUTTER 0 REM 1v 2 ' DAR PLAN F40.12 01PR L ED 5 � . SEE STANDARD PLAN F10.12 3 C ADJACENT TO CURB SIDEWALK ADJACENT TO WALL DETAIL E ' BRIDGE OR PEDESTRIAN RAILING CONTRACTION JOINT SIDEWALK - T - RAC T) MIN IN SIDEWALK ONLY BARRIER r i (SEE CONTC s , sy r , - r ( SEE � S ir' R (TYP) LEVEL 12' �y EXPANSION JOINT IN BOTH FEN a C ✓'� N �8 FLUSH CURB NOT INCLUDED IN BID ITEM p R. CURB AND SIDEWALK 2 i MAX - SEESTANDARDPLANF1012 /2 R VERTICAL WALL q - SEE DETAIL 'a D P LU T D ISONETRICVIEW JOINT FILLER (V�Pa n ° ° ° JOINT ND DET 10 0 ,p s°zee o ar 9 �5 6 R a ADJACENT TO CURB AND RAILING OR WALL cp �GI S TS NOTE EXTEND SIDEWALK TRANSVERSE JIONAL 8� 9' 0' MIN. JOINTS TO INCLUDE RAISED EDGE S FOR SIDE TREATMENT SIDEWALK - 6- Cr MIN BUFFER STRIP RAISED EDGE DETAIL SEE OTHER SIDEWALK S EE (S CONTRACT) (SEE CONTRACT) 3W Z' 11B' Tn 1f4' CEMENT CONCRETE 1 12 ' R (TYP) CURB NOT INCLUDED M BID rTEM `a 1 MAX -SEE STANDARD PLAN P -1012 SIDEWALK '1 O STANDARD PLAN P- 30.10A1 ° '� l ° AO R D D .. R D FINISHED GRADE 1' BELOW TOP OF CONCRE SHEET 1 OF 1 SHEET TE APPROVED FOR PUBLICATION SURFACE FOR PLANTING - FLUSH IF PAVED PREMOLDED P88C0 BekOflCh III 06 03-10 JOINT FILLER erAmoe+�� oqe ADJACENT TO BUFFER STRIP Q EXPANSION JOINT 0 CONTRACTION JOINT w�u o la, sir. Tr•v�r.D+d NOTES SEE CONTRACT S 1 Provide a separate curb ramp for each marked or unmarked crosswalk A 4' - rr MIN - 0' MIN PEDESTRIAN CURB Curb ramp location shell be placed within the width of the associated 318' EXPANSION JOINT OW PEDESTRIAN CURB 318' EXPANSION JOINT (TYP) i - SEE NOTE 4 crosswalk, or as shown in the Contract Plans -SEE STD PLAN 870.10 LANDING r - SEE NOTE 4 - SEE STANDARD PLAN F30.10 LANDING - 2 Where "GRADE BREAK" is celled out the entire length of the grade \ SIDEWALK I break between the two adjacent surface planes shall be flush / 9 1 a) 3 Do not place gratings, junction boxes, access covers, or adrer appurls- CURB AND GUTTER N� _I - SIDEWALK \I S b '� nances in front of this curb ramp or on any pad of the curb ramp or landing 3 R. { }' CURB a GUTTER 4 See Contract Plans for the curb design specified See Standard Plan SEE CONTRACT PLANS 2 F-1012 for Curb, Curb and Gutter, and Pedestrian Curb Details - If - (r MIN. (TYP) CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE CURB RAMP DETECTABLE WARNING SURFACE SEE CONTRACT PLANS - SEE STANDARD PLAN F4610 5 See Standard Plan "010 for Cement Concrete Sidewalk Details FACE OF CURB - SEE STANDARD PLAN F-4510 ^ 4 - 0' MIN � Set Contract Plans for width and placement Of sidewalk. q DEPRESSED CURB 8 GUTTER FACE OF CURB DEPRESSED CURB 8 GUTTER 5 The Bid Item "Cement Concrete Curb Ramp Type = does not include caosswAlx g CROSSWALK the adacent Curb Curb and Gutter Pedestrian Curb or Sidewalks PLAN 1REYw DELECTABLE WARNING SURFACE GRADE PLAN VIEW 7 The curb ramp malamum running slope shall not require the ramp length to exceed 15 feet to avoid chasing the slope indefinitely when Connecting TYPE PARALLEL A - BREAK Specifications B-14 SEE STANDARD PLAN F46.10 BREAK TYPE PARALLEL B to steep grades When applying the 15 foot max. length, the running slope m � CONTRACT PLANS COUNTER SLOPE of the curb ramp shall be as flat as feasable 5 0% MAX - a -PMIN GRADE 8 Curb ramp, lending, &flares shall receive broom finish. See Standard o M-ES 'v 2 0% MAX. TOP OF' LEGEND ROADWAY - — SLOPE IN EITHER DIRECTION CEMENT CONCRETE LANDING DEPRESSED PEDESTRIAN CURB CURB 8 GUTTER ' - SEE STANDARD PLAN F40.12 SECTION Op ^ SEE NOTE 8 8 4 117 -rr MAX.- SEE CONTRACT PLANS 15 -0' MAX- 19 6' MAX- iSEE CONTRACT PLANS SEE NOTE - 4 -MMIN SEE NOTE SIDEWALK SEE NOTE7 L.-MRAXL SIDEWALK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK 8 .3% MAX 2.0% MA S 9% M AX S 3 %MAX rr - — - - � FENAy� irk =EXPAXNSIONZJOINT LANDING CURB RAMP CURB RAMP PEDESTRIAN CURB � 01 W&I LANDING - SEE STANDARD PLAN F-1012 �' 4 0 7 318' YP) 9! � „ A - SEE STANDARD PLAN F-=10 318' EXPANSION JOINT (TYP) 0 - SEE STANDARD PLAN F -3010 SECTION O SECTION O e c eg a 00 � d 3ezee �o Q 6$ a 'CEMENT CONCRETE CURB RAMP TYPE tp 0 1 6T% 'CEMENT CONCRETE CURB RAMP TYPE A G 1� PARALLEL B' PAY UNIT - SEE NOTE 6 8� 0 NA L S 111 PARALLEL A' PAY UNIT -SEE NOTE 0 PARALLEL CURB RAMP STANDARD PLAN F40.12-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch IN 06 -03 -10 ISOMETRIC VIEW ISOMETRIC VIEW mAW o EiunEetn a� TYPE PARALLEL A PAY LIMIT TYPE PARALLEL 0 PAY LIMIT w rrr. o.ymp,r p ano�wrEeon rr i■ rr rr rr rr rr rr rr per rr r r� ® rr rr �r ® r NOTES A SEE CONTRACT PLANS 1 Provide a separate cult ramp for each marked or unmarked crosswalk, EM - a o' MIN. CENT CONCRETE Curb ramp lax0on shall be placed within the width of the associated (9 1 I LANDING PEDESTRIAN CURB Crosswalk or as shown In the Contract Plans Y CURB RAMP + SEE NOTE 4 CURB RAMP MATCH SIDEWALK DETECTABLE WARNING SURFACE 2 Where 'GRADE BREAK" is celled out the entire length of the grade SEE CONTRACT PLANS SEE - STANDARD PLAN F48.10 break between the two adjacent surface planes shall be flush - 4 -PMIN 3'R (TYP 3 Do not place gratings, junction boars access Covers, or other appurte- C nances In front of thre curb ramp or on any part of the curb ramp or landing _ 4 See Contract Plans for the curb design speafied See Standard Plan CEMENT CONCRETE I 318' EXPANSION JOINT (TYP) DEPRESSED CURB F -1012 for Curb, Curb and Gutter, and Pedesinan Curb Detail h PEDESTRIAN CURB e - SEE STANDARD PLAN F00.10 a - SEE NOTE 4 GUTTER t ` y 5 See Standard Plan F for Cement Concrete Sidewalk Details CEM BU SEE CONTRACFFER STWp See Contract Plans for width and p lacement of sidewalk. CURB CO NCRETE S CEMENT CONCRETE CURB p _SEE NOTE q 1 AND GUTTER -SEE NOTE a 8 The Bid Item "Cement Concrete Curb Ramp Type _" does not include DETECTABLE WARNING SURFACE SSWALK DEPRESSED CURB GUTTER DEPR a the adacent Curb, Curb and Gutter, Pedestrian Curb or Sidewalks CRO CURB RADIUS DETAIL 1O SEE - STANDARD PLAN P 46 10 7 The curb ramp maximum running slope shall not require the ramp MO to exceed 15 fast to avoid chasing the stops Indefinitely when connecting L to steep grades When appt*g the 15 foot max. length, the Inning slope of the curb ramp shall be as flat as leasable _ PLAN VIEW 8 Curb ramp, landing & flares shall receive broom finish See Standard TYPE COMBINATION SpeeHtcations 8-14 VM BUFFER LEGEND DETECTABLE WARNING SURFACE SLOPE IN EITHER DIRECTION ° SEE CONTRACT PLANS 16 - D' MAX. - ' SEE STANDARD PLAN F -4810 -4 -Cr MIN SEE NOTE 7 GRADE BREAK IS - Cr MAX. - SEE CONTRACT PLANS 19 - (' MAX - _ GRADE COUNTER SLOPE SEE NOTE 7 - B - 0" MIN SEE NOTE 7 VARIES T BREAK 60% MAX GRADE GRADE I � 2% M ° 8.3% M AX TOP OF BRFAik BREAK ROADWAY 8 3% MA x 2 e B 3% MAK 0% MA LANDINe 1 GRADE BREAK a CEMENT CURB RAW DEPRESSED CURB 8 PE TRIAN C CON CRETE GUTTER - SEE NOTE 4 CURB RAMP LANDING CURB RAMP 9/8° EXPANSION JOINT MP) SEE NOTE 4 -SEE STANDARD PLAN F4&10 s a SECTION O SECTION O CM � 01 yN0 � 1 pp 'CEMENT CONCRETE CURB RAMP TYPE � 34298 O COMBINATION" PAY LIMIT - SEE NOTE 8 AB GI ST E G \� A ll � �1ONAL 8� SEE CONTRACT PLANS SEE CONTRACT A 5 I -4 O'MIN S- Y -0'MIN BUFFER TOP OF 2096 MA X STRIP ROADWAY COMBINATION CURB RAMP STANDARD PLAN F- 40.1401 CEMENT CONCRETE CURB a �� RAMP CURB & GUTTER CONCRETE SHEET 1 OF 1 SHEET MENr coNC PEOE NOTE 4 CURB SECTION OB 'SEE NOTE 8 APPROVED FOR PUBLICATION - SEE NOTE 4 CUR (TYP ISOMETRIC VIEW Pasco BakoBch 111 06 .03 -10 TYPE COMBINATION �� RAreommrVx are PAY LIMIT 1I/ w Lae. o.pm�wdr�soo�kmlw NOTES A 1 Provide a separate cub ramp for each maftd or unmarked crosswalk. CURB RAMP WIDTH 4 - CURB RAMP MIN CURB RAMP NADTH d - Cr MIN Curb ram location shell h0 � LANDING TO MATCH CUR WIDTH LANDING TO MATCH CURB RAMP WIDTH Curb placed within the Yvid111 of the associated LANDING SEE CONTRACT PLANS LANDING SEE CONTRACT PLANS crosswalk, or as sham M the Contract Plans GRADE GRADE BREAK CURB RAMP GRADE BREAK 2 Where "GRADE BREAK IS called out, the entire leng g recta BREAK CEMENT CONCRETE break between the two acQaoent surface planes shall be o fir�h SEE CONTRACT PLANS SEE CONTRACT PLANS SIDEWALK - SEE NOTE 5 -4 -o" MIN -4 . o' MIN 3 Do not place gratings, )unction boxes, access covers, or other appurten- CEMENT CONCRETE PROVIDE SMOOTH T - 0" antes In front of the curb ramp or on any part of the cult ramp or landing SIDEWALK - SEE NOTE 5 TRANSITION TO SEE CONTRACT PLANS MIN SEE CONTRACT PLANS SIDEWALK 4 -W MIN 4 - 0' MIN 4 See the Contract plans for the curb design speed See Standard Plan FLARE 919" ?% WIDTH OW) MIX EXPANSION BUFFER WIDTH F-1012 for Curb, Curb and Gutter, and Pedestrian Curb detalls - (TYP) JOINT I YP) - SEE MATCH O CURB RAMP 9Al' EXPANSION CURB RAMP STANDARD PLAN Fee 10 5 Sae Standard Plan F 10 for Cement Con crete Skiewalk details JOINT (TYP) - sEE d See Contract plans for wxith and placement of sidewalk STANDARD PLAN F4010 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, 6 The Bid Item "Cement Concrete Curb Romp Type = does not Indude GRADE BREAK IF PRESENT, OR TO BACK OF CURB (TVP) the scrjeoent Curb, Curb and Gutter, Pedestrian Curb or Sktewak SEE CONTRACT PLANS 1 00%Mg x jo 0% MAYL / 7 The curb ramp maximum running slope shall not require the ramp length B, OR CURB �� - CEMENT CONCRETE to steep 16 Iset�swld chasing the slope Indefinitely when cormectIng CURB, GU _ _ _ _ - CURB, OR CURS PEDESTR CURB � appMM the 15 foot maximum length, the running AND GUTTER - SEE NOTE 4 slope of the curb ramp shall as flat as feasible FACE OF CURB I DETECTABLE WARNING SURFACE 1 SEE STANDARD PLAN P -41LIO FACE OF CURB DETECTABLE WARNING SURFACE 8 Curb ramp, landing, & flares shall receive broom finish See Standard MEASURED PARALLEL SEE STANDARD PLAN F45.10 Specifications 8 TO CURB (TYP) DEPRESSED CURB AND GUTTER DEPRESSED CURB AND GUTTER CROSSWALK CROSSWALK LEGEND I - — SLOPE IN EITHER DIRECTION Le. CEMENT CONCRETE DETECTABLE WARNING SURFACE PEDESTRIAN CURB SEE STANDARD PLAN 846.10 PLAN VIEW PLAN VIEW - SEE NOTE 4 TYPE PERPENDICULAR A TYPE PERPENDICULAR 8 DETECT SEE STANDARD WARNING LAN P -45LI0 (SHOWN WITH BUFFER) r R. TYP DEPRESSED CURB SEE CONTRACT PLANS 19 - Cr MAX - GRADE BREAK 6 GUTTER SEE STANDARD PLAN P-90,10 - 4 - Cr MIN SEE NOTE 7 60% SLOPE . CEMENT CONCRET CEM E CURB FOR SLOPE TREATMENT GRADE BREAK AND GUTTER - SEE NOTE 4 20 MAX a3% MAX GRADE BREAK TOP OF ROADWAY i 5 CURB RADIUS DETAIL FEN�rO d LANDING CURB RAMP 6 01 pdgy��O ! a Er OEPRE ED CURB B GUTTER SECTION - SEE NOTE 4 E _ OA CEM T CONCRETE CURB RAMP'TYPE � .p 38296 O PERPENDICULAR CO NCRETE R P LIMIT SEE NOTE 5 PERPENDICULAR B' PAY LIMIT -SEE NOTE 8 � 91 ONA L $� PERPENDICULAR CURB RAMP STANDARD PLAN PA0.19-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco BakoBch 111 Ot i403 -10 ISOMETRIC VIEW ISOMETRIC VIEW w�w06�� mire TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT NOTES 1 This plan is to be used where pedestrian crossing In one direction is not MATCH SIDEWALK BUFFER permitted WIDTH - 4' V' MIN SEE CONTRACT PLANS 2. Curb ramp location shall be placed within the wvM of the associated MATCH SIDEWALK PEDESTRIAN CURB crosswak or as shown in the Contract Plans W M - 4 0" MIN SEE NOTE 5 CURB RAMP SEE CONTRACT by VAS r R sTAtaTaLRD PLAN Fao to PLANS -SEE NOTES PEDESTRIAN CURB MATCH SIDEWALK PEDESTRIAN CURB 3 More "GRADE BREAK" Is called out, the entire length of the grade break SIB" EXPANSION JOINT SEE NOTE 6 WIDTH (r MAIN � SEE NOTE 6 between P 9 the two adjacent surface planes shall be flush (TYPJ - SEE STANDARD LANDING SEE / 4 Do not lace rah access Covers or other PLAN F-30.10 3W ELPANSION JOINT - SEE , j unction boxes appurfan- N O S - Ir MIN ences In front of the curb ramp or on any part of the curb ramp or landing SEE N 6 S - 0' MIN � LANDING 5 See the Contract Documents for the curb design Specified (�� See Standard Plan F-101 Gutter, and for Curb, Curb and Gu and �J '-` U — 37 R z Pedestrian Curb details. 6 - S - 0' MIN �I r R — - b �'' 6 See Standard Pin F-3010 for Cement Concrete Sklewelk Details C4 A I F IX SIDEWALK a See contract plans for width and placement of sidewak V SEE NOTE 6 V 7 The bid Rem "Cement Concrete Curb Ramp Type = does not Include the BUFFER STRIP -SEE — " - OETECTABLE WARNING SURFACE SUFFER 1 DETECTABLE WARNING SURFACE adjacent Curb or (Curb and Guteri Pedestrian Curb or Sklewaik, or the CONTRACT PLlWa 1 SEE STANDARD PLAN F46.10 STRIP SEE STANDARD PLAN 11-46.18 pedestrian crossing closure sign CURB a GUTTER SEEN a GUTTER 8 The curb ram maximum running requ length to PEDESTRIAN CROSSINO exceed 15 feat to evold Chasing the Slope endefinl U when connecting CL CROSSING CURB RAMP SEE NOTE 6 SEE NOTES CLOSURE SIGN CURB RAMP PEDESTR SIGN FACE OF SEE NOTES to stee grades When aPPMng the 15 foot maximum length, the mmning FACE OF CURB slope of the curb ramp shall be as flat as feasible CURB PLAN VIEW PLAN VIEW 9 Curb ramps and landings shall resolve broom finish TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B See Standard Specifications 814. 1' RADIUS DETECTABLE WARNING it SURFACE -SEE DETECTABLE WARNING SURFACE CORNER $To. PLAN F45.10 E 1S -0'MAX - SEE STANDARD PLAN F45.16 1S -0' MAX 1S 0`MAx SEE NOTE B COUNTER SLOPE GRADE SEE NOTE 6 Sff NOTE 8 PEDESTRIAN CURB DEPRESSED CURB AND GRADE BREAK GRADE BREAK GRRADEC 6.0% MAX' BREAK GRADE GUTTER -SEE NOTE S GRADE SIDEWALK 1REAK SIDEWALK 90' ANGLE SIDEWALK BREAK SEE NOTE 6 SEE NOTE 8 SEE NOTE 6 MAX 20% MA7 ROADWAY a9% M AX 20% MAX. 8.3% MAX RADIUS MAY T -0" 'a OEPREBSED e " CURB RAMP r LANDING CURB 8 GUTTER d c -SEE NOTE 5 CURB RAMP UWDINO CURB RAMP FEN DETAIL O ��+� 0p MASe�,� LEGEND SECTION AO SECTION O - SLOPE IN EITHER DIRECTION h ` 'CE MENT CONCRETE CURB RAMP 'CEMENT CONCRETE CURB RAMP - ' X80 S T8 TYPE SEE NOTE LE DIRECTION A PAY LIMB TYPE SINGLE DIRECTION W PAY LIMB SEE NOTE 7 - J 0 A e� 4 SINGLE DIRECTION CURB RAMP STANDARD PLAN F- 40.16-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ISOMETRIC VIEW ISOMETRIC VIEW Pas co Bakodch III 0 6-03 - 10 m�reamnewaan are TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION 8 PAY LIMIT PAY LIMIT NOTES A t The Detectable Warning Surface shall extend the full width of a Y CURB RAMP LANDING PASS- o rc the curb ramp (exclusive of flares) or the landing - _ 3 z DETECTABLE A a 08rL WARNING I 0 THROUGH OR WALKWAY o r� u� SURFACE - SEE NOTE 3 2 The edge of the Detectable Waming Surface shall be placed E J / � 02 along the bade of the curb line RAIL S T - tr MIN - 3 The rows of truncated domes in a Detectable Waming Surface A `�— —�- PLACE AT BACK ALL APPLICATIOtN3 shall be parallel with the direction of wheel chair travel a — OF CURB LINE A D c 0 p SEE NOTE 2 4 See Standard Plain for sidewalk and curb ramp details TRUNCATED DOME D 0 BL 140' 5 If a curb Is not present, place the Detectable Warning Surface at IO SECTN E Ox 02- the edge of the pavement. 6 If a curb ramp Is required, the location of the Detectable Warning MATCH TO WIDTH OF CURB RAMP Surface must be at the bottom of the ramp and within the required SEE STANDARD SPECIFICATIONS FOR CURB AND GUTTER distance from rell. TRUNCATED DOME SPACING COLOR OF SURFACE LANDING PASS - THROUGH SEE NOTE OR WALKWAY TRUNCATED DOME DETAILS DETECTABLE WARNING SURFACE DETAIL WI DTH OF PASS THROUGH P mP ) /� THROUGH - (TYP ) CURB RAMP S 0• LANDING LANDING I, � -9 /iI, r oL WAR LWAY a MIN WDTH OF WALKWAY CURB RAMP 2 -D IN. ? DETECTABLE WARNING - BACK NOTES 2'r p. SURFACE (TYP ) CK 2 8 5 BACK OF CURS BACK OF CURB BACK OF CURB DETECTABLE WARNING WIDTH OF WALKWAY - SEE NOTES 2 8 5 MINA SEE SEE NOTES 2 8 5 I SURFACE - SEE NOTE 3 DETECTABLE WARNING - � { I WIDTH OF CURB RAMP OR PATH (7YP ) SURFACE - SEE NOTE 3 SINGLE DIRECTION CURB RAMP PERPENDICULAR CURB RAMP ISLAND PASS - THROUGH 3 DETECTABLE WARNING PATH OR DETECTABLE WARNING MEDIAN PASS - THROUGH SURFACE WALKWAY SURFACE 6 FEIN 4 ° WIDTH OF CURB RAMP f PAVEMENT EDGE SHOULDER � OP eASI& LANDING OR WALKWAY ��` �0 O� DETECTABLEWWtARNING _ yoiQ LANDING CURB RAMP UG CURB RAMP SURFACE - SEE NOTE SHARED•USE PATH CONNECTION O 1 0 AL �� 3C 11 11 1111 P ROUNDABOUT SPLTITER S? ISLAND DETECTABLE WARNING SURFACE eACK �� - DETECTABLE NOTE 3 WARNING SURFACE �L STANDARD PLAN F-4S.1 U-OD SEE NOTES 2 8 5 N7DTH OF L LADING PATH OR SHEET 7 OF 7 SHEET WALKWAY APPROVED FOR PUBLICATION PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING Pasco BakoNch ►11 06 43 -10 _ .uh oEaw�eaera wh PLACEMENT GUIDELINES r rr r �r r r �r �r r rr �r rr rr r r ■■ r r r VARIES - SEE CONTRACT PLANS BROOMED SEE NOTE 1 FlN18N (TYP) VARIES - GEE CONTRACT PLANS 3W EXPANSION JOINT (TYP) GROOMED CEMENT CONC. PEDESTRIAN CURB (TYP) + SEE STANDARD PLAN F-3010 SEE NOTE 1 FINISH (TYP) E (WHEN SPECIFIED IN CONTRACT) SIDEWALK SEE STANDARD PLAN P-10.12 ITYP ) S` R. CEMENT' CONC SIDEWALK CEMENT CONCRETE d (TYP) S N TANDA F N NT (TYP ) - � 8TANITAJ0.10 MATCH SIDEWALK WROTH d N� SEE CONTRACT PLANS -4' -(' MIN. - J --A CEMENT CONCRETE CURB DRVEWAY PLAN VIEW B CEMENT CONCRETE 8 GUTTER (SEE NOTE 9) 9-4r T - 8` TAPf7i) C DRIVEWAY ENTRANCE CUt 6 D (SEE NOTE - NOTES (TYP) (TYP) SIDE SLOPE (TYP) TYPE 'j (SOTE 3) 1B MAX SEE NOTE 8 1 When the driveway width exceeds 15 feet, construct a P full depth PLAN VIEW VARES - sEE GRADE CONTRACT PLANS expansion JoIM With 3/t)" joint filler along the driveway centerline TYPE 2 BR EAK _ NOT STEEPER THAN GRAD BmFAK See Standard Plan F-3010 Construct mansion joints v parallel with the CerltertiTla 89 required at 75 feet maximum SEE CONTRACT PLANS SEE CONTRACT PLANS 1 OADWAY GUTTER 6 R RB d31f MAX to R OA D OR &S % MAX• < spacing when driveway widths exceed 30 feet - jIr N See Standard Plan F-3010 for sidewalk details 12' R (rvP) PEDESTRIAN RAMP PEDESTRIAN RAMP 3 Curb and gutter shown, see the Contract Plans for the I -- - - 2A CEMENT CONCRETE GRADE 318' EXPANSION JOINT (TYPJ curb design specified See Standard Plan F -10 12 SIDEWALK(TYP) BREAK SECTION MESTANDARDPLANF -3110 for Curb Details. DRIVEWAY (SEE NOTE7) SIDEWAL Avoid placing drainage Structures, junction boxes DIVEWAY RAMP 12" MAX. UP BETWEEN or other obstructions In frond of driveway entrances 3W EXPANSION JOI SECTION O - SEE STANDARD PLAN F4010 SEE CONTRACT SEE CONTRACT ROADWAY CUTLER a CURB 5 Where "GRADE BREAK Is calm) out, the entire l OR SEE CONTRACT PLANS gti1 Of the 112" It PLANS PLANS _ DEPRESSED CURB line between the two adjacent surface planes shall be flush a GUTTER B The curb ramp maximum running slope shall not require the BEE C ON"I AC T PLANS 12!! MA X I, E (SEE NOTE 3) ramp length to exceed 15 feet tD avoid chasing the slope LEGEND VORNE Indefinitely When Connecting to steep grad When — — SLOPE IN TITHER DIRECTION I DRDRIVEWAY Ewnv RAMP applying the 1 Afoot max. length, the runni slo FEN of the curb ram shall be as flat as leasable C D 31B" EXPANSION JOINT (TYP) 01 iMdyl d' (SEE NOTE 7) O STANDARD PLAN M 7 Pay item does not Include driveway ,fie' O� SECTION 8 See Contract Plans 3 � 'CEMENT CONCRETE DRIVEWAY 'CEMENT CONCRETE DRIVEWAY 16 ET ;A8 �BO(ST8R�0 ENTRANCE TYPE T PAY LIMITS ENTRANCE TYPE T PAY LIMITS 'DNAL DRIVEMY (SEE NOTE 7} (S E N O 7) - , DRIVEWAY ENTRANCE m CL 4000 CONCRETE TYPES 1, 2, & 4 o PER STAN NDD�ARDSEC.U11 PER STANDARD SPEC saes STANDARD PLAN F40.10-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBUCAMON Pasco Bakodych III 08 .09.10 - 1sOMETRICVIEW 26MEMCVIEW AI M °Are am TYPE 1 PAY LIMITS TYPE 2 — PAY LIMITS V W.... °" Mob DgWb — I w " i i GROOMED VARIES - 3W EXPANSION JOINT (TYP) FINISH (TYP) SEE CONTRACT PLANS - SEE STANDARD PLAN F-3010 °! 20% MAX CEMENT MATCH SIDEWALK VMDTN CONCRETE P I MATCH SIDEWALK WIDTH CONTRACT PLANS SIDEWALK -4 -0' MIN SEE CONTRACT PLANS 8' - 0" VARIES - 8' - 0• SEE CONTRACT PLANS - r 313 EXPANSION JOINT (TYP) BROOMED - SEE STANDARD PLAN F-00.10 I FINISH (TYP) A � N a I t Z SEE NOTE 1 2 - W Z-13 CEMENT CONCRETE DRIVEWAY ENTRANCE SEE NOTE 1 CEMENT CONCRETE BUFFER STRIP (lYP) (TYP) (TYP) CURB b GUTTER SIOE SLOPE (TYP) F CURB d GUTTER SEE NOTE 3 SEE NOTE 3 i PLAN VIEW DRIVEWAY ENTRANCE PLAN VIEW Lu TYPE 3 SIDE SLOPE (TYP) TYPE 4 z THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE 4 ag lw R. mm) MATCH SIDEWALK WIDTH SEE CONTRACT PLANS SEE CONTRACT PLANS SEE CONTRACT PLAN3 DRIVEWAY NOTE 7) 20 %MAX. MW ja �1 ROADWAY P GUTTER & CURB 17 R (iYP) I. � �`� OR� O PLANS SIDEWALK DRIVEWAY \ OR SEE CONTRACT PLANS jl DRIVEWAY J DRIVEWAY (SEE NOTE 7) DRIVEWAY 3AT' EXPANSION JOINT (TYP) 1 RAMP DEPRESSED _ RAMP DEPRESSED SEE STANDARD PLAN F411410 CURB 8 GUTTER SECTION F CURB 8 GUTTER SECTION SEE NOTE 3 SEE NOTE 3 OE 3 FEN�r "CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3' PAY LIMB CEMENT CONCRETE DRIVEWAY @ g ENTRANCE TYPE 4" PAY UNIT �o� (SEE NOTE A7) - R B0 13T8 1 `� CI-400000NCRETE DRIVEWAY s /ONAL PER STANDARD SPEC 54183 (SEE NOTE 7) CEMENT CONCRETE CL 4000 CONCRETE 1 DRIVEWAY ENTRANCE PER STANDARD SPEC. 8-08.3 TYPES 1, 2, 8 S< 4 STANDARD PLAN F- 80.10 -01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION ISOMETRIC VIEW ISOMETRIC VIEW Pasc Bakodch N 0 "3 - 10 TYPE 3 PAY LIMITS TYPE 4 PAY LIMITS 'm, — a O11E Wmd6pkn Swft O.pmle.nldTwApwwMm 4�A 1 Dimenslom for the parts used to 4 A NOTE /1 NOT base Connections are Intentonagy hown SIGNPOST - 2114 SIGN PANEL Base connections are patented, manufactured E SQUARE, 12 GAGE ; ` products that are m compliance with NCHRP STELTUSE SIGN BRACE, WHEN REQUIRED - SEE 350 crash test L'nterie The base connection 316N POST - 2' OR ' } 370 PIAN G5010 deta4is are only shown on this plan to Illustrate 2114• SQUARE, 12 DRIVE RIVET SIGN POST — r OR s how the parts are assembled GAGE STELITUBE ° OR CORNER J ° 2114' SOUARE,12 J R E p SOLI WITH NUT I N GAGESTEELTUBE ° - uu"ulll� 2RE000TED i SIGNPOST - 21@' 2 For "H1 rater t0 the Sign Spedflcation Sheet tl AND WASHES S C 2 9 m the COrIbaCL - Z "+ 3 SQUARE, 12 GAGE a N _ TOP OF LOWER n - a g STEELTUSE 4 = ee SQUARE TUBE a 7�� - FI NISHE D G w _ I rt F FINISHED �u / J Z TOP Of 516N GROUNROUND w s w FINISHED �d\ µ! GROUND W BOTTOM J r TOP OF LINE m GROUND 1` rr 7i LINE m OF SIGN ,d.. °. SIGN SST f = LINE i � OZ o O b ° TOP OF LOWER ° 6TABILZER FM SQUARE TUBE 'o SOLTSTOP FINISHED m FOR SIGN POST CLEAN'OUi BAR h GROUND a 7A o SIGN POST I ' LOWER SIGN POST ANCHOR LINE ca L_ N SIGN PANEL 'o 3 SUPPORT- 211lSQUARE, LEGANGLE ♦ u i� 12 GAGE STEEL TUBE o c COMPACTED NATIVE C ACTED NATIVE ELEVATION 5 o BACIffILL MATERIAL 1ir TYPE ST -3 SIGN SUPPORT �' BOL ST O a D osr L-J ELEVATION ELEVATION LOWE S IGN 3.7 PO G AGF, SUPP HO T-DIP 2 1/2 _ ' OR Y, 7 AGE, HOT -0IP y o TYPE ST-1 SIGN SUPPORT TYPE ST -2 SIGN SUPPORT GALV ,HEAVYDUTYANCHOR o ° CONCRETE CLASS 3000 12' NYLON WASHER -WHEN DIAM. BOTTOM SIGN FACE WAS TYPE 3 OF SIGN OR 4 SHEETING o o 3/v HEX ELEVATION BrEEL FLAT WASHER 0 HEAD NUT TYPE ST-4 SIGN SUPPORT VFW OA 0 SIB' DWa. - 3112" LANG O o ° 0 0 HD( HEAD BOLT O WASHER OCK SIGN POST 0 0 , 0 0 DETAIL I 9R p a 0 0 0 o tl 0 0 0 0 0 �0�01 SIGN PANEL O SIGN POST 0 0 0 0 0° o o .�0�14 Y �' 0 0 0 0 0 0 F ° j ACA 0 0 WEDGE SIGN POST o 0 0 0 OB 0 0 0 0 ° ° kk r 0 0 ° ° 0 0 0 ° O� ,'� , 5335 SIGN POST 0 0 ® 0 0 0 ® ® 6 r� ° 0 0 ® s,ONAL 9� I 0 0 ° o 0 0 0 0 0 0 STABILIZER FIN °° ° 0 EXPIRES AUGUST 9 2 009 0 ° ° a STEEL SIGN SUPPORT ° o 0 0 l z � LOWER SIGN TYPES ST -1 " ST-4 SIGN POST POST SUPPORT INSTALLATION DETAILS 0 0 LOVER 0 ° SIGNPOST DRIVE RIVET OR STANDARD PLAN &24.50.00 0 ° SUPPORT DRIVE RIVET OR ANCHOR HEX BOLT ITYP) 0 0 HEX BOLT (PIP) LEG ANGLE CLEAN OUT ° SHEET 1 OF 1 SHEET 0 o APPROVED FOR PUBLICATION 0 o BOLT STOP BOLT STOP Pasco BakoHch 111 1 1-"? FOR SHIN POST FOR SIGN POST AW er.re0ewwe MW TYPE ST-1 TYPE ST -2 TYPE ST-3 TYPE ST4 W SM 0$pv% d fTMMpWft%"