007_606555_Detail Sheets DOC
Earth Excavation 13,900 CY Special Borrow 0 CY Class “A” Rock Excavation 2,100 CY Gravel Sub-Base 3,800 CY Class “B” Rock Excavation 500 CY Gravel for Surfacing 80 CY Class
“B” Trench Excavation 800 CY Dense Graded Crushed Stone 910 CY
PROPOSED FULL DEPTH RECONSTRUCTION TOTAL AREA = 6,900 SY
STA 812+43 TO STA 816+72; STA 100+00 TO STA 104+17; 700+00 TO STA 704+21
(HALF WIDTH) STA 104+17 TO STA 106+84; STA 905+50 TO STA 912+30
SURFACE: 1.75 INCHES SUPERPAVE SURFACE COURSE – 12.5 POLYMER
(SSC-12.5-P)
INTERMEDIATE: 2.25 INCHES SUPERPAVE INTERMEDIATE COURSE – 19.0 (SIC-19.0)
BASE: 4.5 INCHES SUPERPAVE BASE COURSE – 37.5 (SBC-37.5)
SUBBASE: 4 INCHES DENSE GRADED CRUSHED STONE FOR SUB-BASE
OVER 8 INCHES GRAVEL BORROW, TYPE B
TACK: 0.07 GALLONS / SQUARE YARD OVER SUPERPAVE BASE AND SUPERPAVE INTERMEDIATE COURSES
PROPOSED MICROMILL AND OVERLAY TOTAL AREA = 8,900 SY
STA 800+71 TO STA 812+43; STA 899+73 TO STA 905+05
(HALF WIDTH) STA 104+17 TO STA 110+50
SURFACE: 2 INCHES OVERLAY SUPERPAVE SURFACE COURSE – 12.5 POLYMER (SSC-12.5-P)
TACK: 0.08 GALLONS / SQUARE YARD OVER MILLED SURFACES
PROPOSED ROUNDABOUT TRUCK APRON TOTAL AREA = 475 SY
SURFACE: STAMPED AND COLORED CONCRETE
(SEE SPECIAL PROVISIONS)
PROPOSED CEMENT CONCRETE WALK TOTAL AREA = 2,275 SY
SURFACE: 4 INCHES CEMENT CONCRETE
(6 INCHES CEMENT CONCRETE AT DRIVEWAYS)
SUBBASE: 8 INCHES GRAVEL BORROW, TYPE B
PROPOSED HMA DRIVEWAY TOTAL AREA = 1,450 SY
SURFACE: 1.5 INCHES SUPERPAVE SURFACE COURSE – 9.5
INTERMEDIATE: 2 INCHES SUPERPAVE INTERMEDIATE COURSE – 12.5
SUBBASE: 8 INCHES GRAVEL BORROW, TYPE B
PROPOSED GRAVEL DRIVEWAY TOTAL AREA = 550 SY
SURFACE: 4” GRAVEL FOR SURFACING
BASE: 8” GRAVEL BORROW, TYPE B
Plan No's Estimate by: D. Bradshaw; A. Fagnand
Profile No's Checked by: D. Loring
Calc. Book No. 11284 Submitted by: Tighe & Bond, Inc.
ITEM 100. SCHEDULE OF OPERATIONS - FIXED PRICE As directed in the contract documents.
ITEM 101. CLEARING AND GRUBBING As directed on the Drawings.
ITEM 102.001 TREE TRIMMING CREW As directed to provide vertical clearance above the proposed roadway and/or sidewalk.
ITEM 102.51 INDIVIDUAL TREE PROTECTION As directed by the Department and at the following locations:
HATFIELD STREET NORTH KING STREET
812+60 24’ RT - 1 TREE 700+98 25’ RT - 1 TREE
812+64 24’ RT - 1 TREE 910+96 20’ RT - 1 TREE
812+69 24’ RT - 1 TREE 911+20 19’ RT - 1 TREE
813+37 23’ RT - 1 TREE 911+92 35’ RT - 1 TREE
ITEM 102.521 TREE AND PLANT PROTECTION FENCE As directed by the Department and at the following locations:
NORTH KING STREET
STA 911’ RT – 51’
STA 912’ RT – 88’
STA 101’ RT – 126’
Between North King Street and Private Driveway – 586’
ITEM 102.55 ARBORIST As directed with Item 102.001, 102.51, and 102.521 and by the Department.
ITEM 103. TREE REMOVED – DIAMETER UNDER 24 INCHES As directed by the Department and at the following locations:
ROUNDABOUT
701+54 41’ LT - 1 TREE
ITEM 104. TREE REMOVED – DIAMETER 24 INCHES AND OVER As directed by the Department and at the following locations:
HATFIELD STREET
810+55 15’ LT - 1 TREE
ITEM 120. EARTH EXCAVATION As directed for the removal of earth to develop the widened roadway footprint, removal of old pavement, removal and disposal of miscellaneous features obstructing
execution of the work, and removal of the abandoned section of Hatfield Street.
ITEM 121. CLASS A ROCK EXCAVATION As directed for removal of ledge and/or boulders during the formation of the roadway subgrade.
ITEM 141.1 TEST PIT FOR EXPLORATION As directed to locate existing utilities at proposed utility crossings and utility pole installation locations.
ITEM 142. CLASS B TRENCH EXCAVATION As directed for the installation of water main in trenches greater than 5 feet in depth not otherwise included by special provision.
ITEM 144. CLASS B ROCK EXCAVATION As directed for removal of ledge and/or boulders obstructing the installation of piping and structures.
ITEM 146. DRAINAGE STRUCTURE REMOVED As directed for the removal of existing drainage structures as directed at the following locations:
STA OFFSET STUCTURE NAME
907+05 25’ LT CB #25
909+39 25’ LT DMH #31
910+24 26’ LT CB #29
910+76 33’ LT DI #30
100+05 20’ LT DI #43
100+15 08’ LT CB #42
100+05 39’ RT CB #39
102+86 23’ RT CB #46
102+95 16’ LT CB #50
103+05 28’ LT DI #51
701+93 50’ LT DI #45
703+53 48’ LT CB #37
ITEM 151. GRAVEL BORROW As directed for the development of base or sub-base and miscellaneous work.
ITEM 156. CRUSHED STONE As directed for the use with Item 309. additional water main fittings.
ITEM 170. FINE GRADING AND COMPACTING As directed for the formation of subgrade beneath gravel borrow.
ITEM 184.1 DISPOSAL OF TREATED WOOD PRODUCTS As directed for the removal of wood rail fence on the existing private driveway.
ITEM 201. CATCH BASIN As directed at the following locations and having deep sumps:
HATFIELD STREET NORTH KING STREET (SOUTH)
816+63 23’ LT - 18 CBCI 901+57 40’ LT - 2 CB
816+34 25’ RT - 28 CBCI 901+96 45’ LT - 4 CB
813+21 14’ LT - 31 CBCI 904+75 15’ LT - 6 CBCI
807+01 13’ RT - 38 CB 907+24 19’ LT - 7 CB
803+98 14’ RT - 39 CB 909+08 16’ LT - 8 CB
910+75 40’ LT - 9 CB
NORTH KING STREET (NORTH) 912+09 22’ LT - 11 CBCI
100+34 25’ LT - 21 CBCI 912+04 17’ RT - 12 CBCI
100+35 29’ RT - 22 CBCI
102+46 19’ LT - 23 CBCI ROUNDABOUT
102+97 27’ RT - 25 CB 704+02 4’ LT -15 CBCI
700+33 3’ LT -16 CBCI
ITEM 202. MANHOLE As directed at the following locations:
HATFIELD STREET NORTH KING STREET (SOUTH)
813+30 13’ LT - 29 DMH 910+74 27’ LT - 9A DMH
813+07 6’ RT - 32 DMH
811+39 1’ RT - 34 DMH NORTH KING STREET (NORTH)
810+17 2’ RT - 35 DMH 102+89 18’ LT - 24 DMH
807+05 3’ RT - 37 DMH
ROUNDABOUT
703+33 5’ LT -13 DMH
704+04 13’ LT -14 DMH
702+66 12’ LT -17 DMH
701+25 5’ RT - 19 DMH
702+79 40’ RT - 27 DMH
ITEM 204. GUTTER INLET As directed at the following locations:
HATFIELD STREET
813+17 14’ RT - 33 GI
810+11 9’ RT - 36 GI
ITEM 206.1 DROP INLET, TYPE AF As directed at the following locations:
NORTH KING STREET (NORTH) HATFIELD STREET
100+08 54’ LT - 20 DI 813+24 25’ LT - 30 DI
103+12 32’ LT - 26 DI
ITEM 220. DRAINAGE STRUCTURE ADJUSTED As directed at the following locations:
NORTH KING STREET (NORTH) NORTH KING STREET (SOUTH)
107+22 20’ RT - CB #58 800+90 19’ RT - CB #83
107+27 05’ LT - DMH #55 900+50 18’ RT - CB #81
107+46 20’ RT - CB #57 900+55 24’ LT - CB #80
109+76 18’ LT - CB #71 901+52 08’ RT - DMH #5
109+88 06’ LT - DMH #72 901+54 20’ LT - DMH #4
109+99 11’ LT - DMH #73 901+65 18’ RT - CB #6
110+26 19’ LT - CB #74 901+65 23’ LT - CB #3
903+18 25’ LT - DMH #9
904+53 08’ RT - DHM #12
904+54 34’ LT - DI #14
904+63 18’ RT - CB #11
907+02 18’ RT - CB #18
907+30 02’ RT - DMH #19
907+32 23’ LT - DMH #20
909+04 04’ RT - DMH #25
909+15 18’ RT - CB #26 910+22 23’ RT - CB #28
ITEM 220.2 DRAINAGE STRUCTURE REBUILT As directed for structures found in poor condition.
ITEM 220.3 DRAINAGE STRUCTURE CHANGE IN TYPE As directed at the following locations:
NORTH KING STREET (SOUTH)
901+56 30’ LT - 1 CIT
901+62 33’ LT - 3 CIT
904+54 25’ LT - 5 CIT
912+09 11’ LT - 10 CIT
ITEM 220.5 DRAINAGE STRUCTURE REMODELED As directed at the following locations:
NORTH KING STREET (SOUTH) NORTH KING STREET (NORTH)
908+04 26’ LT - DMH #22 100+09 46’ RT - DMH #38
910+75 01’ RT - DMH #32 101+44 26’ RT - DMH #40
102+87 31’ RT - DMH #47
ITEM 220.6 SANITARY STRUCTURE REBUILT As directed for structures found in poor condition.
ITEM 220.7 SANITARY STRUCTURE ADJUSTED As directed at the following locations:
NORTH KING STREET (SOUTH) NORTH KING STREET (NORTH)
905+24 19’ LT - SMH #15 104+20 14’ LT - SMH #49
908+27 17’ LT - SMH #23 107+21 13’ LF - SMH #56
911+33 41’ RT - SMH #34 110+46 06’ LF - SMH #75
110+48 16’ LF - SMH #76
ITEM 220.8 SANITARY STRUCTURE REMODELED As directed at the following locations:
NORTH KING STREET (SOUTH) NORTH KING STREET (NORTH)
911+24 20’ LT - SMH #33 101+22 17’ LT - SMH #41
ROUNDABOUT
703+51 02’ LT - SMH #44
700+84 25’ LT - SMH #41
ITEM 221. FRAME AND COVER To be used with Items 202. and 220.3, and as directed.
ITEM 222.1 FRAME AND GRATE - MASSDOT CASCADE TYPE To be used with Items 201. and 204., and as directed.
ITEM 222.2 FRAME AND GRATE - MASSDOT DROP INLET To be used with Item 206.1., and as directed.
ITEM 223.1 FRAME AND GRATE (OR COVER) REMOVED AND STACKED To be used with Items 146. and 220.3, and as directed.
ITEM 224.12 12 INCH HOOD To be used with Items 201., 204., and 206.1 where the diameter of the outlet is 12 inches, and as directed.
ITEM 224.15 15 INCH HOOD To be used with Item 206.1 where the diameter of the outlet is 15 inches, and as directed.
ITEM 227.3 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT To be used for cleaning of existing structures and as directed.
ITEM 227.31 REMOVAL OF DRAINAGE PIPE SEDIMENT To be used for cleaning of existing pipes and as directed.
ITEM 241.12 12 INCH REINFORCED CONCRETE PIPE As directed on the Drawings.
ITEM 241.15 15 INCH REINFORCED CONCRETE PIPE As directed on the Drawings.
ITEM 242.12 12 INCH REINFORCED CONCRETE PIPE FLARED END As directed on the Drawings for use with 12-inch RCP pipe ends.
ITEM 269.06 6 INCH SLOT-PERFORATED CORRUGATED PLASTIC PIPE (SUBDRAIN) For the replacement of existing subdrain at the following locations:
HATFIELD STREET
STA. 812+43 TO STA. 816+72
ROUNDABOUT
STA. 701+20 TO STA. 702+30
NORTH KING STREET
STA. 100+00 TO STA. 103+00
ITEM 302.06 6 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET) As directed on the Drawings.
ITEM 302.08 8 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET) As directed on Drawings.
ITEM 302.10 10 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET) As directed on Drawings.
ITEM 302.12 12 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET) As directed on Drawings.
ITEM 309. DUCTILE IRON FITTINGS FOR WATER PIPE As directed for additional fittings not identified on the drawings.
ITEM 345.61 6 INCH TEMPORARY WATER MAIN As directed for additional fittings not identified on the drawings.
ITEM 347.075 3/4 INCH COPPER TUBING TYPE K As directed for connection to existing water services.
ITEM 347.1 1 INCH COPPER TUBING TYPE K As directed for connection to existing water services.
ITEM 347.15 1-1/2 INCH COPPER TUBING TYPE K As directed for connection to existing water services.
ITEM 350.06 6 INCH GATE AND GATE BOX As directed on the Drawings.
ITEM 350.08 8 INCH GATE AND GATE BOX As directed on the Drawings.
ITEM 350.10 10 INCH GATE AND GATE BOX As directed on the Drawings.
ITEM 350.12 12 INCH GATE AND GATE BOX As directed on the Drawings.
ITEM 358. GATE BOX ADJUSTED As directed for all gate boxes within the limits of work.
ITEM 363.075 3/4 INCH CORPORATION COCK As directed on the Drawings.
ITEM 363.1 1 INCH CORPORATION COCK As directed on the Drawings.
ITEM 363.15 1-1/2 INCH CORPORATION COCK As directed on the Drawings.
ITEM 375.10 10 INCH INSERTION VALVE AND BOX As directed on the Drawings for installation prior to temporary bypass.
ITEM 376. HYDRANT As directed on the Drawings.
ITEM 376.3 HYDRANT - REMOVED AND STACKED As directed on the Drawings. Hydrants to be stacked at City of Northampton DPW yard.
ITEM 381. SERVICE BOX As directed on the Drawings.
ITEM 381.3 SERVICE BOX ADJUSTED As directed for all service boxes within the limits of work.
ITEM 384. CURB STOP As directed where necessary for replacement of inoperable curb stops.
ITEM 402. DENSE GRADED CRUSHED STONE FOR SUBBASE As directed on the drawings for roadway subbase.
ITEM 415. PAVEMENT MICROMILLING As directed on the Drawings.
ITEM 430. CEMENT CONCRETE BASE COURSE As directed for minor widening at the following location:
NORTH KING STREET (NORTH)
STA. 102+95 TO STA. 105+95
ITEM 440. CALCIUM CHLORIDE FOR ROADWAY DUST CONTROL As directed for dust control during construction.
ITEM 443. WATER FOR ROADWAY DUST CONTROL As directed for dust control during construction.
ITEM 450. GRAVEL FOR SURFACING As directed for repair/reconstruction of gravel driveways.
ITEM 450.231 SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC – 12.5 – P) As directed on the Drawings.
ITEM 450.32 SUPERPAVE INTERMEDIATE COURSE – 19.0 (SIC – 19.0) As directed on the Drawings.
ITEM 450.42 SUPERPAVE BASE COURSE – 37.5 (SBC – 37.5) As directed on the Drawings.
ITEM 451. HMA FOR PATCHING As directed for trench patch near the project limits for utility tie-ins.
ITEM 452. ASPHALT EMULSION FOR TACK COAT As directed for use with Items 415., 455.23, 455.32, and 455.42 per the MassDOT SuperPave Specifications.
ITEM 453. HMA JOINT SEALANT As directed for use with paving at all cold joints and longitudinal joints per the MassDOT SuperPave Specifications.
ITEM 472. ASPHALT MIXTURES FOR TEMPORARY WORK As directed for use after installation of subsurface utilities. Temporary trench patch will only be paid prior to establishment of the
pavement base course. After the base course is established, the Contractor will be expected to maintain the base course pavement to the proper widths and depths at no additional cost
to the Contract.
ITEM 482.3 SAWING ASPHALT PAVEMENT To be used for sawing pavement at proposed berm, curb, and edging locations as directed on the plans.
ITEM 506. GRANITE CURB TYPE VB - STRAIGHT As directed on the Drawings.
ITEM 506.1 GRANITE CURB TYPE VB – CURVED As directed on the Drawings.
ITEM 507. GRANITE CURB WITH BEVELED EDGE As directed on the Drawings.
ITEM 509. GRANITE TRANSITION CURB FOR WHEELCHAIR RAMPS - STRAIGHT As directed at ADA sidewalk ramps.
ITEM 509.1 GRANITE TRANSITION CURB FOR WHEELCHAIR RAMPS - CURVED As directed at ADA sidewalk ramps.
ITEM 514. GRANITE CURB INLET - STRAIGHT To be used with items 201. and 204., where a curb inlet is indicated on the drawings.
ITEM 570.2 HOT MIX ASPHALT CURB TYPE 2 As directed on the Drawings.
ITEM 620.13 GUARDRAIL, TL-3 (SINGLE FACED) As directed on the Drawings to replace existing non-compliant guardrail.
ITEM 627.83 GUARDRAIL TANGENT END TREATMENT, TL-3 As directed on the Drawings to replace existing non-compliant guardrail.
ITEM 628.21 TRANSITION TO NCHRP 350 GUARDRAIL As directed on the Drawings to transition from proposed guardrail to existing guardrail.
ITEM 630.1 HIGHWAY GUARD REMOVED AND STACKED As directed on the Drawings where replacement of existing non-compliant guardrail is required.
ITEM 666. CHAIN LINK FENCE REMOVED AND RESET As directed on the Drawings where temporary chain link fence disposition is required for access to proposed improvements.
ITEM 697.1 SILT SACK As directed for use with existing and proposed catch basins, drop inlets, and gutter inlets within the limits of stormwater runoff from the project area.
ITEM 698.4 GEOTEXTILE FABRIC FOR PERMANENT EROSION CONTROL As directed for use in development of grass lined swales when longitudinal slopes exceed 5%.
ITEM 701. CEMENT CONCRETE SIDEWALK As directed on the Drawings.
ITEM 701.1 CEMENT CONCRETE SIDEWALK AT DRIVEWAYS As directed for use at residential driveways which cross the proposed sidewalk. Includes a 6-inch thick section of cement concrete
to better withstand motor vehicle loading and turning movements.
ITEM 701.2 CEMENT CONCRETE WHEELCHAIR RAMP As directed on the Drawings by type at the following locations:
TYPE 1: NORTH KING STREET (SOUTH) TYPE 2: NORTH KING STREET (SOUTH)
STA. 902+20 LT STA. 911+91 LT
STA. 903+19 LT STA. 911+94 RT
NORTH KING STREET (NORTH) NORTH KING STREET (NORTH)
STA. 106+92 LT STA. 100+33 RT
STA. 106+49 LT STA. 100+31 LT
STA. 103+83 RT
STA. 103+82 LT
HATFIELD STREET
STA. 816+40 LT
STA. 816+42 RT
STA. 800+99 RT
STA. 801+00 LT
STA. 807+07 RT
STA. 807+06 LT
ITEM 701.992 STAMPED AND COLORED CONCRETE As directed on the Drawings for the roundabout truck apron.
ITEM 703. HOT MIX ASPHALT DRIVEWAY As directed on the Drawings for construction of driveways.
ITEM 710.3 BOUND – LETTERED GRANITE As directed on the Drawings for the establishment of State right-of-way monumentation. All monuments to be set by a Professional Land Surveyor.
ITEM 710.4 BOUND – PLAIN GRANITE As directed on the Drawings for the establishment of City right-of-way monumentation. Bounds to be set flush to finish grade. Monuments to be set
by a Professional Land Surveyor.
ITEM 711. BOUND REMOVED AND RESET As directed on the Drawings for the re-establishment of right-of-way monumentation with existing granite bounds. Bounds to be set flush to finish
grade. Monuments to be set by a Professional Land Surveyor.
ITEM 715.1 MAIL BOX REMOVED AND RESET As directed on the Drawings at the following locations:
NORTH KING STREET (SOUTH) NORTH KING STREET (NORTH)
STA. 912+30 RT STA. 103+20 RT
ITEM 734. SIGN REMOVED AND RESET As directed for re-establishment of commercial signs within the project limits including all landscape features, lighting, wiring, and hardware required
to reset sign in existing condition.
ITEM 740. ENGINEERS FIELD OFFICE AND EQUIPMENT (TYPE A) As directed in the contract documents for the duration of the project.
ITEM 748. MOBILIZATION As directed in the contract documents, but not to exceed 3% of the total bid value per MassDOT.
ITEM 751. LOAM BORROW To be used for all disturbed areas which are not otherwise stabilized and as directed by the Department.
ITEM 756. NPDES STORMWATER POLLUTION PREVENTION PLAN As directed in the Contract documents and in compliance with Federal Clean Water Act standards.
ITEM 765. SEEDING As directed for use with Item 751 for the stabilization of disturbed areas and restoration of lawn areas.
ITEM 767.121 SEDIMENT CONTROL BARRIER As directed on the drawings for sediment control barrier.
ITEM 804.15 1-1/2 INCH ELECTRICAL CONDUIT TYPE NM – PLASTIC – (UL) To be used with Item 813.30, and as directed.
ITEM 804.3 3 INCH ELECTRICAL CONDUIT TYPE NM – PLASTIC – (UL) To be used to connect utility pole to Lighting Load Center.
ITEM 806.3 3 INCH ELECTRICAL CONDUIT TYPE NM – GALVINIZED STEEL – (UL) To be used for utility pole riser.
ITEM 811.22 ELECRIC HANDHOLE – SD2.022 To be used as directed.
ITEM 812.09 LIGHT STANDARD FOUNDATION PRECAST To be used with Item 821.01, as directed.
ITEM 813.30 WIRE TYPE 7 NO. 10 GENERAL PURPOSE As directed on the Drawings.
ITEM 813.81 SERVICE CONNECTION (UNDERGROUND) For use with Item 823.60.
ITEM 821.01 14 FOOT ORNAMENTAL LIGHT POLE W/ BASE (BLACK) As directed on the Drawings.
ITEM 823.01 70-WATT EQUIV. LED LUMINAIRE W/ DECR. HOUSING As directed on the Drawings.
ITEM 823.60 HIGHWAY LIGHTING LOAD CENTER As directed on the Drawings for control of roundabout lighting. Load Center includes wiring, circuitry, enclosure, photocell, and timeclock.
ITEM 824.01 RECTANGULAR RAPID FLASHING BEACON (RRFB) As directed on the Drawings for midblock crossing locations on Hatfield Street and North King Street. RRFB includes all components
required for a complete system including two-directional beacon, power supply, push button, pole, foundation, and wiring. Each crosswalk location (a pair of RRFBs), not each pole location,
will be measured for payment.
ITEM 832. WARNING-REGULATORY AND ROUTE MARKER – ALUM. PANEL (TYPE A) As directed on the Sign Summary Sheet and Sign & Pavement Marking Plan.
ITEM 847.1 SIGN SUPPORT (N/GUIDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY-STEEL As directed on the Sign Summary Sheet.
ITEM 851.1 TRAFFIC CONES FOR TRAFFIC MANAGEMENT As directed on the Drawings and required for the safety of the construction operations.
ITEM 852. SAFETY SIGNING FOR TRAFFIC MANAGEMENT As directed on the TTCP Sign Summary and required for the safety of the construction operations.
ITEM 853.1 PORTABLE BREAKAWAY BARRICADE TYPE III As directed on the Drawings and required for the safety of the construction operations.
ITEM 853.2 TEMPORARY BARRIER (TL-2) As directed on the Drawings and required for the safety of the construction operations.
ITEM 853.21 TEMPORARY CONCRETE BARRIER REMOVED AND RESET As directed on the Drawings and required for the safety of the construction operations.
ITEM 853.41 TEMP. IMP. ATTENUATOR FOR SHLDR, INCAPABLE OF REDIRECTION As directed on the Drawings and required for the safety of the construction operations.
ITEM 853.411 TEMP. IMP. ATTENUATOR FOR SHLDR, INCAPABLE OF REDIRECTION R&R As directed on the Drawings and required for the safety of the construction operations.
ITEM 854.016 TEMPORARY PAVING MARKINGS – 6 INCH (PAINTED) As directed by the Department on the intermediate pavement surface prior to finish paving.
ITEM 854.036 TEMPORARY PAVING MARKINGS – 6 INCH (TAPE) As directed by the Department to comply with Temporary Traffic Control Plans and Construction Phasing, and as directed.
ITEM 856. ARROW BOARD As directed by the Department to assist with traffic operations during construction.
ITEM 856.12 PORTABLE CHANGEABLE MESSAGE SIGN As directed by the Department to assist with traffic operations during construction.
ITEM 859. REFLECTORIZED DRUM As directed on the Drawings and required for the safety of the construction operations.
ITEM 864.01 PAVEMENT ARROW AND LEGENDS REFL. WHITE – INLAY TAPE As directed on the pavement marking plans.
ITEM 866.206 6 INCH WET REFL. WHITE LINE (POLYUREA)(RECESSED) As directed on the pavement marking plans.
ITEM 866.212 12 INCH WET REFL. WHITE LINE (POLYUREA)(RECESSED) As directed on the pavement marking plans.
ITEM 867.206 6 INCH WET REFL. YELLOW LINE (POLYUREA)(RECESSED) As directed on the pavement marking plans.
ITEM 867.212 12 INCH WET REFL. YELLOW LINE (POLYUREA)(RECESSED) As directed on the pavement marking plans.
ITEM 874. STREET NAME SIGN As directed on the Sign Summary sheet.
ITEM 874.2 TRAFFIC SIGN REMOVED AND RESET As directed on the Drawings.
ITEM 874.4 TRAFFIC SIGN REMOVED AND STACKED As directed on the Drawings. Signed to be stacked at the City of Northampton DPW yard.
ITEM 904. 4000 PSI, 3/4 IN., 610 CEMENT CONCRETE As directed on the Drawings for the development of cement concrete splitter islands.
ITEM 986.2 MODIFIED ROCKFILL As directed on the Drawings for the development of check dams in the drainage swales at 100-foot intervals.
J:\N\N0890 Northampton\_PSE Submittal\Estimate\PSE Estimate of Quantities-Detail Sheet.doc
Massachusetts Department of Transportation Highway Division
Project No. 606555
—Preliminary Estimate of Quantities — Detail Sheet— Page 19 of 20
City : Northampton Intersection Improvements to Year 2019 North King Street (RTE 5/10) & Hatfield Street Date November
A00802 - 19
Massachusetts Department of Transportation Highway Division
Project No. 606555
Order No._____________ Page 1 Of 20
THE COMMONWEALTH OF MASSACHUSETTS
MassDOT HIGHWAY DIVISION
TEN PARK PLAZA - BOSTON, MA
—Preliminary Estimate of Quantities — Detail Sheet—
CITY: Northampton YEAR: 2019
STA.: 899+73 to 912+30; 100+00 to 110+50; ROAD: North King Street (Route 5/10)
800+71 to 816+72; 700+00 to 704+21
PROJ. TYPE: Intersection Improvement DATE: November
A00802 - 1