A00802-608460.pdf

Massachusetts Department Of Transportation Highway Division Proposal No. 608460-130088

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DOCUMENT A00802

DETAIL SHEETS

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PROJECT NO. 608460

THE COMMONWEALTH OF MASSACHUSETTS

MASSACHUSETTS HIGHWAY DEPARTMENT

TEN PARK PLAZA, BOSTON, MA

-ESTIMATE OF QUANTITIES - DETAIL SHEET-

CITY/TOWN: Hadley YEAR: FFY 2025

CLASS:

TYPE OF PROJECT:

Urban Principal Arterial

Bridge Replacement

ROAD:

DATE:

Bay Road (Route 47)

May 30, 2024

Earth Excavation 150 CY Gravel Borrow 590 CY Pavement Fine Milling 340 SY Sand Borrow 80 CY Gravel Borrow for 74 CY Loam Borrow 255 CY Backfilling Structures and Pipes Ordinary Borrow 740 CY

Class A Rock Excavation 3 CY Class B Trench Excavation 100 CY Test Pit for Exploration 10 CY Class B Rock Excavation 5 CY Crushed Stone 45 TON

PAVEMENT NOTES

PROPOSED FULL DEPTH CONSTRUCTION WITH RECLAIMED BASE

AREA = 1828 SY

SURFACE: 1-1/2" SUPERPAVE BRIDGE SURFACE COURSE – 9.5 (SSC-B-9.5) OVER

INTERMEDIATE: 2” SUPERPAVE INTERMEDIATE COURSE – 12.5 (SIC-12.5) OVER

BASE: 4-1/2” SUPERPAVE BASE COURSE – 37.5 (SBC-37.5) OVER

SUBBASE: VARIES (8” MIN.) RECLAIMED PAVEMENT SUPPLEMENTED WITH GRAVEL

BORROW (TYPE b) AS REQUIRED

PROPOSED FINE MILLING AND OVERLAY

AREA = 340 SY

SURFACE: 1-1/2” SUPERPAVE BRIDGE SURFACE COURSE – 9.5 (SSC-B-9.5) OVER

PREPARATION: 1-1/2” PAVEMENT MICROMILLING

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PAVEMENT NOTES (CONT’D)

PROPOSED HMA WEARING SURFACE FOR BRIDGE

AREA = 476 SY

SURFACE: 1-1/2” SUPERPAVE BRIDGE SURFACE COURSE – 9.5 (SSC-B-9.5) OVER

RS-1H ASPHALT EMULSION FOR TACK COAT OVER

PROTECTIVE: 1-1/2” SUPERPAVE BRIDGE PROTECTIVE COURSE – 9.5 (SPC-B-9.5) OVER

POLYMER MODIFIED TACK COAT OVER

SPRAY APPLIED MEMBRANE WATERPROOFING

PROPOSED HMA FOR DRIVEWAYS

AREA = 39 SY

SURFACE: 1-1/2” SUPERPAVE SURFACE COURSE – 9.5 (SSC-9.5) OVER

INTERMEDIATE: 2-1/2” SUPERPAVE SURFACE COURSE – 12.5 (SSC-12.5) OVER

SUBBASE: 8” GRAVEL BORROW (TYPE b)

PROPOSED CEMENT CONCRETE SIDEWALKS AND WHEELCHAIR RAMPS

AREA = 28 SY

SURFACE: 4” (AIR-ENTRAINED, 4000 PSI, ¾”, 610) CEMENT CONC.

POURED IN ONE COURSE

SUBBASE: 8” GRAVEL BORROW (TYPE b)

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ALL ITEMS NOT COMPLETELY DESCRIBED AND LOCATED ON THE PLANS ARE

TO BE DETAILED AS SHOWN BELOW:

The following shall define the limits between the Bridge Lump Sum items (i.e. Bridge

Excavation) and Highway items (i.e. Earth Excavation):

South Approach Sta. 05+36

North Approach Sta. 06+96

ITEM 101. CLEARING AND GRUBBING

This item shall be used for the following:

• Where shown on the Construction Plans

• Where brush and shrubs are to be removed for proposed slope work along both sides of the bridge

• Contractor access along the west side of the bridge

• Installation of riprap

Elsewhere as required by the Engineer.

ITEM 102.1 TREE TRIMMING

Required for the relocation of UP 4B/74 and UP 61 and accompanying overhead wires.

Station Offset To Station Offset

04+92 ± LT 07+22 ± LT

Elsewhere for work around tree line, as determined by the Engineer.

ITEM 102.511 TREE PROTECTION – ARMORING AND PRUNING

To be used as a contingency item for the protection of trees, as required by the Engineer.

ITEM 102.521 TREE AND PLANT PROTECTION FENCE

Station Offset

07+50 ± LT

Elsewhere along the treeline as required by the Engineer.

ITEM 120. EARTH EXCAVATION

This item includes:

• Areas of cuts from cross sections

• Remove existing pavement and loam in areas of fill, prior to filling

• Remove and discard all highway guard not designated to be removed and stacked

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This item does not include:

• Cuts as a result of reclaimed pavement for base course operation

ITEM 121. CLASS A ROCK EXCAVATION

To be used as a contingency item.

ITEM 141.1 TEST PIT FOR EXPLORATION

Use to locate underground facilities throughout the project, where directed by the Engineer.

ITEM 146. DRAINAGE STRUCTURE REMOVED

Structure Name Station Offset

CB 05+36 LT

If required by the Engineer, use for the removal of temporary drainage.

ITEM 151. GRAVEL BORROW

Use for the following work:

• As shown in the Pavement Notes

• Temporary pavement transitions, as shown in the Temporary Traffic Control Plans

• Backfill of drainage and water piping trenches if unsuitable material is encountered, as determined by the Engineer

Elsewhere as directed.

ITEM 154. SAND BORROW

Use for bedding under all proposed water main.

ITEM 156. CRUSHED STONE

Use for bedding under proposed drainage pipes and structures if unsuitable subgrade is encountered, as determined by the Engineer.

ITEM 201. CATCH BASIN

Structure Name Station Offset

CBCI-1 05+06 LT

CBCI -2 07+58 LT

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ITEM 202. MANHOLE

Structure Name Station Offset

DMH-2 05+09 RT

ITEM 208. DROP INLET, TYPE C

For use as temporary drainage during construction.

Structure Name Station Offset

TEMP CBCI 05+06 LT

ITEM 221. FRAME AND COVER

For use with all new manholes. Refer to Item 202.

ITEM 222.1 FRAME AND GRATE – MASSDOT CASCADE TYPE

For use with all new catch basins. Refer to Item 201.

ITEM 222.2 FRAME AND GRATE – MASSDOT DROP INLET

For use with all new drop inlets. Refer to Item 208.

ITEM 223.1 FRAME AND GRATE (OR COVER) REMOVED AND STACKED

For use with all existing and temporary drainage structures to be removed. Refer to Item 146.

ITEM 227.3 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT

Use for removal of sediment in existing catch basin structure at Sta 02+89 LT.

ITEM 227.31 REMOVAL OF DRAINAGE PIPE SEDIMENT

Use for removal of sediment in pipes connecting to existing catch basin structure at Sta 02+89 LT.

ITEM 230.12 12 INCH CORRUGATED METAL PIPE

From To Length (FT)

DMH-1 Outfall 44

ITEM 241.12 12 INCH REINFORCED CONCRETE PIPE

From To Length (FT)

CBCI-1 DMH-1 40

CBCI-2 Outfall 12 TEMP. CBCI DMH-1 43 For use as temporary drainage during construction.

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ITEM 258. STONE FOR PIPE ENDS

For use at drainage outfall.

Station Offset Area (SY)

05+54 ± RT 5

07+58 LT 5

ITEM 302.12 12 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET)

Station Offset To Station Offset

03+84 RT 04+37 RT

03+93 RT 03+95 RT

04+37 RT 05+95 LT

04+95 LT 05+20 LT

07+16 LT 07+67 LT

07+67 LT 07+75 LT

07+75 LT 07+89 LT

07+87 LT 07+86 LT

ITEM 303.12 12 INCH DUCTILE IRON WATER PIPE (MECHANICAL JOINT)

Station Offset To Station Offset

05+20 RT 07+16 LT

ITEM 309. DUCTILE IRON FITTINGS FOR WATER PIPE

Station Offset Fitting

03+94 ± RT 12” Tee 03+95 ± RT 12”- 8” Reducer 04+05 ± RT 8” Cap 04+37 ± RT 12”- 45 degree 04+95 ± LT 12”- 45 degree 05+22 ± LT 12”- 45 degree 05+31 ± LT 12”- 45 degree 07+06 ± LT 12”- 45 degree 07+20 ± LT 12”- 45 degree 07+67 ± LT 12”- 45 degree 07+75 ± LT 12”- 45 degree 07+80 ± LT 8” Cap 07+87 ± LT 12” Tee

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ITEM 315.08 8 INCH WATER MAIN REMOVED AND STACKED

Station Offset To Station Offset

04+00 RT 07+80 RT

ITEM 350.12 12 INCH GATE AND GATE BOX

For use at existing 12” water gates where both the gate and gate box are to be replaced.

ITEM 357.08 8 INCH GATE BOX

For use at existing 8” water gates where only the gate box is to be replaced.

ITEM 357.12 12 INCH GATE BOX

For use at existing 12” water gates where only the gate box is to be replaced.

ITEM 371.12 12 INCH COUPLING

1 expansion coupling required at each bridge abutment.

ITEM 373.12 12 INCH WATER PIPE INSULATION

Required for above ground section of water main at bridge crossing.

Station Offset To Station Offset

05+20 LT 07+16 LT

ITEM 379.075 3/4 INCH AIR RELEASE VALVE

1 required at high point of water main bridge crossing.

ITEM 472. TEMPORARY ASPHALT PATCHING

For use as temporary HMA trench patching for water main and drainage pipe installation prior to full depth construction.

Elsewhere as required for miscellaneous ramping, as determined by the Engineer.

ITEM 504. GRANITE CURB TYPE VA4 – STRAIGHT

Station Offset To Station Offset

02+90 LT 05+03 LT

05+09 LT 05+33 LT

05+10 RT 05+28 RT

06+99 LT 07+55 LT

07+11 RT 07+50 RT

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ITEM 504.2 GRANITE CURB TYPE VA4 – SPLAYED END

Required at each corner of bridge to match bridge curb.

Station Offset To Station Offset

05+33 LT 05+39 LT

05+46 RT 05+51 RT

06+81 RT 06+86 RT

06+93 LT 06+99 LT

ITEM 509. GRANITE TRANSITION CURB FOR WHEELCHAIR RAMPS –

STRAIGHT

WCR# High-Side Transition (FT) Low-Side Transition (FT)

N/A 10 - N/A 10 - 1 6.5 6.5 2 14 6.5 N/A 6 - N/A 6 -

ITEM 514. GRANITE CURB INLET - STRAIGHT

Structure Name Station Side

CBCI-1 05+06 LT

CBCI-2 07+58 LT

ITEM 594. CURB REMOVED AND DISCARDED

Contingency item, use if existing curb is encountered within project limits during construction.

ITEM 595. CURB INLET REMOVED AND DISCARDED

Use where existing catch basins are to be removed. Refer to Item 146.

ITEM 620.13 GUARDRAIL, TL-3 (SINGLE FACED)

Station Offset To Station Offset

02+92 LT 05+06 LT

04+81 RT 05+06 RT

07+25 LT 07+67 LT

08+38 LT 09+64 LT

07+25 RT 09+60 RT

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ITEM 627.83 GUARDRAIL TANGENT END TREATMENT, TL-3

Station From Offset

02+80 LT

04+69 RT

07+79 LT

08+26 LT

09+72 RT

09+76 LT

ITEM 628.24 TRANSITION TO BRIDGE RAIL

Station From Offset

05+40 LT

05+40 RT

06+91 LT

06+91 RT

ITEM 630.1 HIGHWAY GUARD REMOVED AND STACKED

Station Offset To Station Offset

02+80 ± LT 05+26 ± LT

06+80 ± LT 07+58 ± LT

ITEM 657. TEMPORARY FENCE

For use as required during construction to protect the public from the work zone, as shown on the

Temporary Traffic Control Plans and as determined by the Engineer.

ITEM 657.5 TEMPORARY FENCE REMOVED AND RESET

Temporary fence shall be removed and reset between each stage of construction, as shown on the

Temporary Traffic Control Plans.

ITEM 751.7 COMPOST BLANKET

To be used in wetland mitigation areas.

ITEM 765.555 WETLAND MIX – PART SHADE

To be used in wetland mitigation areas.

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ITEM 901. 4000 PSI, 1.5 INCH, 565 CEMENT CONCRETE

Use for the following work:

• Drainage outflow headwall, in accordance with MassDOT Construction Standards E206.4.0 and E206.4.1

• Thrust blocks at bends and pipe ends in water pipe

ITEM 910. STEEL REINFORCEMENT FOR STRUCTURES

For use in drainage outflow headwall in accordance with MassDOT Construction Standards

E206.4.0 and E206.4.1

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