A00802-610800.pdf
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- Attached to
- 610800 BARNSTABLE FAP No. CRP-003S(984)X Park and Ride Expansion and Improvements at Route 132
- Solicitation number
- BD-27-1030-0H100-0H002-131511
- Issued by
- Barnstable County, Massachusetts
About this file
This is a project description and scope of work document for the Massachusetts Department of Transportation (MassDOT) Park and Ride Expansion and Improvements project at Route 132 in Barnstable, FAP No. CRP-003S(984)X. The project encompasses the expansion and improvement of an existing park and ride facility, including site preparation, construction of additional parking areas, drainage improvements, utility installations, and associated site work. The scope requires coordination with existing transportation infrastructure and adherence to state and federal design standards. Bidders are instructed not to use COMMBUYS to submit bids for this project, indicating an alternative bidding process or portal will be utilized. Specific response dates, site visit requirements, pre-bid conferences, and contract award timelines should be verified through the official project advertisement and bid documents issued by MassDOT.
The project is funded through Massachusetts state transportation capital funds and federal transportation grants administered by MassDOT. Pricing terms will be established through competitive sealed bidding procedures, with payment typically made upon completion of work phases and inspection certification. Bidders must demonstrate qualifications, bonding capacity, and insurance coverage appropriate for transportation infrastructure projects. The contract will include standard MassDOT contract terms, prevailing wage requirements consistent with Massachusetts law, and compliance with environmental and accessibility standards. Incumbent contractor information and specific funding amounts should be referenced in the official bid documents and project specifications available through MassDOT's procurement channels.
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Massachusetts Department Of Transportation Highway Division Proposal No. 610800-135580
A00802 - 1
DOCUMENT A00802
DETAIL SHEETS
A00802 - 2
THIS PAGE IS INTENTIONALLY LEFT BLANK
A00802 - 3
THE COMMONWEALTH OF MASSACHUSETTS
MassDOT - HIGHWAY DIVISION
TEN PARK PLAZA, BOSTON, MA
PRELIMINARY ESTIMATE OF QUANTITIES - DETAIL SHEETS
City/Town: Barnstable Road: ROUTE 132
Station: 305+59.87 to 300+02.17 Class: Park and ride expansion
Date: June 5, 2026
Earth Excavation 31,700 SY Ordinary Borrow 1,900 CY
Class A Rock Excavation 20 CY Loam for Roadsides 570 CY
Class B Trench Excavation 20 CY Pavement Fine Milling 11,700 SY
Gravel Borrow 5,540 CY
PAVEMENT NOTES
SURFACE AREAS
PROPOSED FULL DEPTH PAVEMENT = 11,800 SY
PROPOSED MILLING AND OVERLAY = 11,648 SY
PROPOSED FULL DEPTH CONSTRUCTION (PARKING LOT)
SURFACE: 1 ¾" SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC - 12.5-P) OVER
0.06-0.08 GAL/SY TACK COAT OVER
INTERMEDIATE: 2" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC – 12.5) OVER
0.06-0.08 GAL/SY TACK COAT OVER
BASE: 3 ½” SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5) OVER
SUB-BASE: 12" GRAVEL BORROW (M1.03.0 TYPE b)
PROPOSED FULL DEPTH CONSTRUCTION (BUS LANE)
SURFACE: 1 ¾" SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC - 12.5-P) OVER
0.06-0.08 GAL/SY TACK COAT OVER
INTERMEDIATE: 2" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC – 12.5) OVER
0.06-0.08 GAL/SY TACK COAT OVER
BASE: 3 ½” SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5) OVER
SUB-BASE: 4" DENSE GRADED CRUSHED STONE FOR SUB-BASED PLACED OVER
8" GRAVEL BORROW (M1.03.0 TYPE b)
A00802 - 4
PAVEMENT NOTES (Continued)
PROPOSED FULL DEPTH CONSTRUCTION (PARKING LOT) – WIDENING (LESS THAN 4.0’)
SURFACE: 1 ¾" SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC - 12.5-P) OVER
0.06-0.08 GAL/SY TACK COAT OVER
INTERMEDIATE: 4" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC – 12.5) OVER
0.06-0.08 GAL/SY TACK COAT OVER
BASE: 6” HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE OVER
SUB-BASE: 6" GRAVEL BORROW (M1.03.0 TYPE b)
MILL AND OVERLAY PAVEMENT CONSTRUCTION
SURFACE: 2 ½” SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC - 12.5-P) OVER
0.07-0.09 GAL/SY TACK COAT OVER
2 ½” PAVEMENT FINE MILLING
PROPOSED SHARED USE PATH
SURFACE: 1 ½” SUPERPAVE SURFACE COURSE - 9.5 (SSC - 9.5) OVER
0.06-0.08 GAL/SY TACK COAT OVER
INTERMEDIATE: 2 ½” SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC – 12.5) OVER
0.06-0.08 GAL/SY TACK COAT OVER
FOUNDATION: 12" GRAVEL BORROW (M1.03.0 TYPE b)
PROPOSED CONCRETE SIDEWALK AND PEDESTRIAN CURB RAMPS
SURFACE: 4” CEMENT CONCRETE SIDEWALK (AIR ENTRAINED, 4000 PSI, ¾”, 610)
OVER
SUBBASE: 8" GRAVEL BORROW (M1.03.0 TYPE b)
PROPOSED DRAINAGE BASIN GRAVEL ACCESS ROAD
SURFACE: 12" GRAVEL BORROW (M1.03.0 TYPE b)
A00802 - 5
Item 146. DRAINAGE STRUCTURE REMOVED
STR NO STATION OFFSET
520 503+41.8 104.6' L 601 208+18.3 42.0' R 602 600+04.3 16.1' L 605 600+19.1 143.9' L 629 603+65.4 107.3' R 638 604+72.6 27.5' L
Item 170. FINE GRADING AND COMPACTING – SUBGRADE AREA
For Full Depth Pavement and Cement Concrete Sidewalk.
Item 201. CATCH BASIN
451 604+72.6 24.3 L 452 208+49.2 11.0 R 453 600+11.0 17.9 L 454 600+12.4 144.4 L 455 500+74.9 111.5 L 480 500+92.7 32.3 R 481 502+42.5 32.3 R 483 500+98.1 89.9 L 484 501+86.2 56 L 486 501+86.2 103.1 L 488 503+02.2 56 L 490 503+02.2 103.1 L 625 603+08.6 145.6 R 632 604+26.3 145.6 R 642 604+77.2 32.3 L 643 207+60.0 28.3 R 644 602+78.0 89 R 645 503+47.8 32.3 R 646 503+39.5 14.9 L 647 212+49.8 24.3 R
And as required by the engineer
A00802 - 6
Item 202. MANHOLE
STRUCTURE STATION OFFSET/SIDE
482 500+93.4, 15.3’ RT
485 501+86.2, 74.5’ LT
487 502+38.7, 15.3’ RT
489 503+02.2, 74.5’ LT
623 602+02.6, 163.0’ LT
628 603+58.5, 113.3’ RT
640 207+35.9, 0’
And as required by the engineer
Item 220. DRAINAGE STRUCTURE ADJUSTED
505 500+75.0 123 L 517 502+79.4 113.3 L 518 503+35.7 118.3 L 600 208+70.5 5 L 603 600+11.3 139 L 606 600+36.4 24.5 L 616 600+83.9 72.8 L 618 601+29.3 138.6 L 619 601+41.1 84.8 L 621 601+83.5 32.1 L 622 601+94.0 42.2 L 626 603+08.6 33.3 R 627 603+58.5 77.8 R 630 604+21.4 33.5 R 635 604+54.2 136.3 L 637 604+54.4 45.5 L 639 604+89.3 45.2 L
Item 220.3 DRAINAGE STRUCTURE CHANGE IN TYPE
507 500+76.2 114.3' L 521 503+48.9 1.8' L 607 600+37.6 145.7' L
A00802 - 7
Item 220.5 DRAINAGE STRUCTURE REMODELED
510 501+25.7, 106.7 LT
513 502+02.3, 112.4’ LT
620 601+82.7, 23.6’ LT
Item 227.4 MASONRY PLUG
627 603+58.52, 77.71’ RT
629 603+65.30, 106.65’ RT
Item 228. DRAINAGE PIPE VIDEO INSPECTION
For existing pipes and structures downstream of DMH 505.
Item 242.18 18 INCH REINFORCED CONCRETE PIPE FLARED END
631 208+56.7, 54.7’ RT
641 208+70.5, 49.1’ RT
Item 243.12 12 INCH REINFORCED CONCRETE PIPE CLASS IV
FROM STR TO STR FROM STR TO STR
632 628 646 521 625 628 486 485 644 628 484 485 627 628 488 489 452 600 490 489 451 600 485 489 639 600 483 507 480 482 455 507 481 487 489 603 482 487 628 640 645 521 643 640 487 521 620 622 647 623
A00802 - 8
Item 243.18 18 INCH REINFORCED CONCRETE PIPE CLASS IV
FROM STR TO STR
640 631 600 641
Item 250.04 4 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE
STATION FROM OFFSET TO OFFSET
500+11.97 12.83’ RT 86.96’ RT
500+34.93 15.25’ RT 86.96’ RT
500+61.03 12.16’ RT 86.96’ RT
500+81.99 9.95’ RT 86.96’ RT
501+07.31 9.68’ RT 86.96’ RT
501+32.53 8.02’ RT 86.96’ RT
501+56.20 6.42’ RT 86.96’ RT
501+76.05 5.77’ RT 86.96’ RT
Item 258. STONE FOR PIPE ENDS
To be used for Reinforced Concrete pipe Flared Ends.
Item 402. DENSE GRADED CRUSHED STONE FOR SUB-BASE
Use for full depth pavement at the bus lane.
A00802 - 9
Item 509. GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - STRAIGHT
For pedestrian curb ramps.
RAMP LENGTH RAMP LENGTH
1 3 29 18 2 4 30 10 3 3 31 10 4 4 32 12 5 3 33 18 6 4 35 9 7 3 36 20 8 3 37 8 9 4 38 9
10 3 39 7 11 11 40 8 12 3 41 15 13 4 42 16.5 14 4 43 14 15 7 44 14 16 3 45 16.5 17 8 46 19 18 3 47 13 19 22 48 16.5 20 12 49 14 21 14 50 14 22 4 51 16.5 24 4 52 16 25 3 53 10 26 16 55 23 27 16 56 13
57 6
A00802 - 10
Item 509.1 GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - CURVED
For pedestrian curb ramps.
RAMP LENGTH
1 4 2 4 3 4 4 4 5 4 6 4 7 4 8 4 9 4
10 4 12 4 13 4 14 4 16 4 18 4 22 12 24 4 25 4 30 3 31 3 32 4 34 16 35 4 54 24 57 10
Item 597. EDGING REMOVED AND DISCARDED
For use at all existing median islands with edging.
Item 620.12 GUARDRAIL, TL-2 (SINGLE FACED)
To be installed around perimeter of new section of parking lot; see Construction Plan.
Item 630.2 HIGHWAY GUARD REMOVED AND DISCARDED
Remove and discard existing highway guard around extant parking lot perimeter; see Construction plan.
A00802 - 11
Item 650.036 36 INCH CHAIN LINK GATE WITH GATE POSTS
Proposed gate at drainage basin access road.
Item 707.8 STEEL BOLLARD
For use at relocated EV charging stations.
Item 804.2 2 INCH ELECTRICAL CONDUIT TYPE NM – PLASTIC (UL)
For highway lighting and EV charging stations.
Item 804.31 3 INCH ELECTRICAL CONDUIT TYPE NM – PLASTIC (UL) – (LIQUID TIGHT)
For use in the area of the existing leaching basins.
Item 811.01 ELECTRIC HANDHOLE REMOVED AND DISCARDED
STATION OFFSET SIDE
100+77.31 7 RT
101+32.51 11 RT
201+40.06 33 LT
211+11.88 29 LT
212+58.35 28 LT
214+24.87 27 LT
215+10.36 31 RT
301+81.61 17 RT
302+81.57 26 RT
304+09.33 24 RT
304+19.42 42 RT
501+99.20 46 LT
503+26.63 45 LT
600+97.68 29 LT
602+12.36 28 LT
602+83.37 28 LT
603+59.84 27 LT
A00802 - 12
Item 811.22 ELECTRIC HANDHOLE – SD2.022
For highway lighting and EV charging stations.
STATION OFFSET SIDE STATION OFFSET SIDE
101+65.93 14.0 RT 209+34.99 27.0 LT
102+24.27 22.6 LT 211+04.11 27.3 LT
103+34.31 27.3 LT 212+47.47 27.3 LT
104+22.18 27.3 LT 214+14.52 29.3 LT
105+39.07 27.3 LT 215+20.99 28.8 RT
105+60.17 27.3 LT 301+01.58 30.9 RT
200+36.99 15.5 LT 301+19.58 30.8 RT
200+95.14 14.5 LT 301+37.58 30.7 RT
201+35.75 14.5 LT 301+55.58 30.6 RT
201+77.05 15.0 RT 301+73.58 30.5 RT
202+06.42 14.5 LT 303+00.62 68.2 RT
202+57.31 14.5 LT 303+73.87 68.2 RT
203+07.28 14.5 LT 303+84.64 68.9 RT
203+86.26 27.3 LT 602+24.04 27.3 RT
205+29.49 27.3 LT 603+67.47 27.3 RT
207+06.41 27.3 LT 604+85.70 27.3 RT
Item 812.09 LIGHT STANDARD FOUNDATION PRECAST
To be used for street lighting base of light pole, for both removed and reset and new light poles.
STATION OFFSET
101+52.16 49.4’ LT
102+32.22 13.0’ LT
104+16.11 16.8’ LT
105+53.96 16.6’ LT
201+35.72 17.9’ LT
202+54.16 35.3’ LT
203+79.14 39.7’ LT
205+34.80 18.1’ LT
206+61.88 19.4’ LT
209+26.23 21.8’ LT
211+97.64 38.5’ LT
302+95.61 66.5’ RT
303+88.41 68.9’ RT
602+18.72 18.1’ RT
603+74.36 39.3’ RT
604+91.62 37.6’ RT
And as required by the Engineer
A00802 - 13
Item 812.30 STANDARD SIGNAL POST FOUNDATION SD3.030
To be used for EV charging station base.
301+01.60 33.4’ RT
301+19.60 33.3’ RT
301+37.60 33.2’ RT
301+55.60 33.1’ RT
301+73.60 33.0’ RT
Item 813.40 WIRE TYPE 8 NO. 10 DIRECT BURIAL
Wire from luminaire to handhole.
Item 813.41 WIRE TYPE 8 NO. 8 DIRECT BURIAL
Wire from charging stations to handholes.
Item 813.42 WIRE TYPE 8 NO. 6 DIRECT BURIAL
General wire between handholes.
Item 813.43 WIRE TYPE 8 NO. 4 DIRECT BURIAL
Wire from charging stations to handholes.
A00802 - 14
Item 821.101 HIGHWAY LIGHTING POLE (ANCHOR BASE) 1 FOOT BRACKET
ALIGNMENT STATION OFFSET
DWY_1 101+49.72 10’ RT
DWY_3 301+46.65 47’ RT
Item 821.201 HIGHWAY LIGHTING POLE (ANCHOR BASE) TWIN 1 FOOT BRACKET
ALIGNMENT STATION OFFSET
DWY_2 206+19.44 19’ LT
DWY_2 205+34.80 18’ LT
DWY_2 203+79.14 40’ LT
DWY_2 202+54.16 35’ LT
DWY_2 208+11.49 22’ LT
DWY_2 201+35.75 18’ LT
DWY_2 209+26.23 22’ LT
DWY_2 210+97.64 39’ LT
DWY_2 212+52.81 18’ LT
DWY_2 214+09.34 38’ LT
DWY_2 215+17.44 33’ RT
AISLE_2 603+74.36 39’ RT
AISLE_2 602+18.72 18’ RT
DWY_1 105+53.96 17’ LT
DWY_1 104+16.11 17’ LT
DWY_1 102+32.22 13’ LT
DWY_3 303+88.41 69’ RT
DWY_3 302+95.61 66’ RT
Item 823.01 AREA LIGHTING LUMINAIRE 105 WATT
See item 821.101 and 821.201.
Item 823.60 HIGHWAY LIGHTING LOAD CENTER
Sta 303+92.16; o/s 17.2’ RT
Item 823.63 STEP DOWN TRANSFORMER
Sta 303+92.16; o/s 17.2’ RT
A00802 - 15
Item 823.72 HIGHWAY LIGHTING POLE AND LUMINAIRE REMOVED AND DISCARDED
101+42.26 11.5’ RT
201+56.68 41.2’ LT
211+07.38 28.7’ LT
212+53.72 28.6’ LT
214+98.28 26.9’ LT
215.20.99 28.8’ RT
501+89.22 46.2’ LT
503+37.51 45.4’ LT
602+16.91 27.7’ LT
603+64.25 27.6’ LT
Item 825.10 LEVEL 2 CHARGER REMOVED AND RESET
To be used for EV charging stations.
301+01.60 33.4’ RT
301+19.60 33.3’ RT
301+37.60 33.2’ RT
301+55.60 33.1’ RT
301+73.60 33.0’ RT
Item 874.2 TRAFFIC SIGN REMOVED AND RESET
100+15.38 32.9’ RT
103+93.48 27.0’ RT
104+83.94 26.8’ RT
204+34.77 32.1’ RT
205+69.40 33.3’ RT
207+97.79 13.3’ RT
208+78.40 15.1’ RT
212+43.06 31.8’ RT
213+35.48 31.8’ RT
A00802 - 16
Item 874.41 TRAFFIC SIGN ASSEMBLY REMOVED AND DISCARDED
See Signage and Pavement Marking plan.
100+88.53 14.7’ RT
200+97.70 33.9’ RT
200+99.60 34.0’ LT
201+01.95 34.1’ RT
201+07.10 19.1’ LT
201+34.63 27.5’ RT
201+49.45 31.0’ LT
212+42.81 28.7’ RT
213+38.54 28.4’ RT
214+52.26 26.5’ RT
300+19.03 33.8’ RT
302+76.83 31.5’ RT
302+91.85 17.1’ RT
303+05.65 17.1’ RT
303+14.47 17.1’ RT
303+32.10 17.1’ RT
303+40.70 17.1’ RT
303+54.74 17.9’ RT
303+63.89 17.2’ RT
303+76.37 17.9’ RT
304+22.89 28.7’ RT
304+88.06 35.3’ RT
305+32.71 23.6’ RT
306+27.65 35.6’ RT
501+96.39 2.6’ RT
502+70.46 2.5’ RT
602+36.76 71.5’ RT
603+40.88 70.8’ RT
Item 904. 4000 PSI, ¾ INCH, 610 CEMENT CONCRETE
Use for the foundations of the proposed bicycle racks and trash receptacles.
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