A00802-607420.pdf
PDF 206 KB Posted
- Attached to
- 607420 NATICK FAP No. HIP(NGB)-003S(965)X Bridge Replacement, N-03-012, Boden Lane over CSX/MBTA
- Solicitation number
- BD-27-1030-0H100-0H002-133213
- Issued by
- Middlesex County, Massachusetts
About this file
This is a Detail Sheets document prepared by the Massachusetts Department of Transportation Highway Division for Project No. 607420, which involves the replacement of the Boden Lane bridge over CSX/MBTA in Natick, Massachusetts. The project encompasses work on Boden Lane and West Central Street, with construction stations ranging from 10+17.05 to 19+20.80. The scope of work includes extensive excavation (925 cubic yards of unclassified excavation, 2,700 cubic yards of bridge excavation, and various specialized excavation categories), removal and installation of pavement materials including asphalt and concrete surfaces totaling approximately 2,431 square yards, drainage infrastructure modifications including catch basins, manholes, and reinforced concrete pipe installation, utility work including water pipe installation and adjustment, curbing and transition work with granite materials, pavement markings and traffic control features, sediment control measures, and structural elements including steel reinforcement, metal railings, and protective screening. The document provides detailed location specifications by station and offset for all line items, establishing the precise geographic placement of construction activities throughout the project area.
The project is funded as a federally-assisted Federal Aid Project (HIP(NGB)-003S(965)X) with a total estimated value of $12.898 million. Bidders must maintain pre-qualification approval in the BRIDGE-CONSTRUCTION category and hold valid MassDOT vendor codes and Digital IDs with www.bidx.com. Electronic bids are required through www.bidx.com with a deadline of October 27, 2026 at 2:00 p.m.; paper bids are not accepted. A Proposal Guaranty equal to 5% of the bid value is required. The contract includes price adjustment provisions for hot mix asphalt, Portland cement, diesel fuel, gasoline, and structural steel, with adjustment information posted on the MassDOT Highway Division website. The project is subject to prevailing wage requirements, Title VI Civil Rights Act compliance, and Executive Order 11246 minority and female participation goals. Contract awards are made in accordance with Massachusetts General Laws Chapter 30, Section 39M. Interested parties may request contract documents at no charge by contacting MassDOTBidDocuments@dot.state.ma.us.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| A00844-607420.pdf | ||
| A00811-607420.pdf | ||
| A00825-607420.pdf | ||
| 607420 - Bid Tabulations.pdf | ||
| A00814-607420.pdf | ||
| 607420 Bid Items List.txt | TXT text file | |
| A00812-607420.pdf | ||
| NATICK-607420-136650-A-1.pdf | ||
| A00875-607420.pdf | ||
| 607420 - Plan Holders List 10-26-2026.pdf | ||
| A00810-607420.pdf | ||
| A00813-607420.pdf | ||
| 607420 - Notice to Contractors.pdf | ||
| A00801-607420.pdf | ||
| Link to Bid Opening 10-27-2026~1.pdf | ||
| A00807-607420.pdf | ||
| BIDS OPENED - Tuesday - October 27-2026~3.pdf | ||
| NATICK-607420-136650-A-3.pdf | ||
| A00820-607420.pdf | ||
| A00815-607420.pdf | ||
| 607420 - Plan Holders List 10-13-2026.pdf | ||
| NATICK-607420-136650-A-2.pdf | ||
| A00808-607420.pdf |
Show all 23
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Massachusetts Department of Transportation Highway Division Proposal No. 607420-136650
A00802-1
DOCUMENT A00802
DETAIL SHEETS
A00802-2
THIS PAGE INTENTIONALLY LEFT BLANK
A00802-3
THE COMMONWEALTH OF MASSACHUSETTS
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
TEN PARK PLAZA-BOSTON MA
ESTIMATE OF QUANTITIES – DETAIL SHEET
CITY-TOWN: Natick YEAR: 2026 STA: 10+17.05 TO 19+20.80 ROAD: Boden Lane CLASS: Major Collector
TYPE OF PROJECT: West Natick Train Station Bridge Replacement
DATE: September 8th, 2026
Unclassified Excavation 925 CY Old Pavement Excavation 260 CY Class “A” Trench Excavation 50 CY Class “B” Trench Excavation 260CY Class “B” Rock Excavation 10 CY Sand Borrow 40 CY Substructure Removal 450 CY Bridge Excavation 2700 CY Loam for Roadsides 260 CY Dense Graded Crushed Stone For Subbase 320 CY
Ordinary Borrow 100 CY Gravel Borrow 1000 CY Gravel Borrow for Backfilling Structures and Pipes 1350 CY Crushed Stone 525 Tons Controlled Low-Strength Material – Mechanical Excavatable (101-300 PSI)10 CY Native Seed and Establishment 474SY Seeding 1244 SY Expanded Shale Lightweight Aggreate 7160 CY
Massachusetts Department Of Transportation Highway Division
A00802 - 4
Proposed Bridge Surface AREA = 240 SY
Surface Course: 1 1/2” Superpave Bridge Surface Course – 9.5 Polymer (SSC-B – 9.5 – P) over Asphalt Emulsion for Tack Coat (Rs-1h) over
Intermediate Course: 1 1/2” Superpave Bridge Protective Course – 9.5 Polymer (SPC-B – 9.5 –
P) over Spray Applied Membrane Waterproofing
Proposed Full Depth Pavement AREA = 1389 SY
Surface Course: 1 1/2” Superpave Surface Course – 9.5 Polymer (SSC – 9.5-P) over Asphalt Emulsion for Tack Coat (Rs-1h) over 1 3/4" Superpave Surface Course – 12.5 (SSC – 12.5) over Asphalt Emulsion for Tack Coat (RS-1h) over
Intermediate Course: 2” Superpave Intermediate Course – 12.5 (SIC – 12.5) over Asphalt Emulsion for Tack Coat (RS-1h) over
Base Course: 4” Superpave Base Course – 37.5 (SBC – 37.5) over
Subbase: 4” Dense Graded Crushed Stone 8” Gravel Borrow Type b
Proposed HMA Shared Use Path/ HMA Sidewalk AREA = 802 SY
Surface Course: 1 1/2” Superpave Surface Course – 9.5 Polymer (SSC – 9.5-P) over Asphalt Emulsion for Tack Coat (Rs-1h) over
Intermediate Course: 2” Superpave Intermediate Course – 12.5 (SIC – 12.5) over Asphalt Emulsion for Tack Coat (RS-1h) over
Subbase: 8” Gravel Borrow Type b
Cement Concrete Sidewalk/Shared Use Path/ Pedestrian Curb Ramp/Bike Ramp AREA =
1137 SY
Surface: 4” Air-entrained, 4000 psi, ¾”, 610 lb cement concrete over Foundation: 8” Gravel Borrow, Type b*
A00802 - 5
ITEM 101. Clearing and Grubbing
The contractor shall clear and grub the side slopes to the bottom of the proposed slope limits shown on the Construction plans and where required by the Engineer.
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+62.85 52.44 LT 14+79.14 29.63 LT
10+22.49 24.90 RT 14+60.56 15.12 RT
15+40.11 15.11 RT 18+47.61 34.17 RT
15+54.80 30.85 LT 18+62.72 42.37 LT
ITEM 102.511 Tree Protection – Armoring and Pruning
Boden Lane Const BL Station Offset Type
10+47.43 12.00 RT 12” & 21”
11+05.74 18.25 RT 21” RO
11+31.05 21.80 RT 21” RO
11+74.63 27.43 RT 12” RM
12+06.19 27.46 RT 27” RO
13+75.64 41.74 RT 24” RO
14+46.00 32.38 LT 30”
15+32.95 33.44 RT 48”
ITEM 102.521 Tree and Plant Protection Fence
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+52.55 16.52 RT 10+97.24 18.91 RT
12+71.90 35.30 RT 13+73.88 41.64 RT
13+77.39 41.88 RT 14+54.69 28.14 RT
14+32.42 35.77 LT 14+81.68 38.86 LT
15+25.53 36.71 RT 18+16.37 33.16 RT
15+57.89 35.65 LT 18+00.50 32.64 LT
A00802 - 6
ITEM 103. Tree Removed – Diameter Under 24 Inches
As shown on the Construction plans or as required by the Engineer.
Boden Lane Const BL Station Offset Type
10+63.78 11.08 RT 9"
10+72.01 16.02 LT 18"
10+76.85 15.62 LT 12"
10+93.88 11.95 LT 12"
10+96.28 15.30 LT 18"
14+22.47 23.35 LT 12"
14+60.93 23.12 LT 21"
14+61.75 18.85 LT 12"
15+38.60 8.34 LT 12"
15+42.15 17.53 LT 18"
15+89.90 13.23 LT 12"
17+02.61 9.96 LT 12"
ITEM 104. Tree Removed – Diameter 24 Inches and Over
As shown on the Construction plans or as required by the Engineer.
Boden Lane Const BL Station Offset Type
15+32.95 33.44 RT 48”
16+16.29 13.04 LT 30"
16+65.39 14.86 LT 24"
16+81.50 14.35 LT 24"
ITEM 129.3 Old Pavement Excavation
For the removal of existing sidewalk pavement below the fill sections and of existing roadway pavement where the profile is being raised.
Boden Lane Const BL Station Ranges
12+00.00 to 14+65.00 15+30.00 to 18+56.15
A00802 - 7
ITEM 146. Drainage Structure Removed
As shown on the Utility Plans or as required by the Engineer.
W Central Street Const BL Station Offset Type
26+65.37 16.76 RT CBCI
26+84.29 13.03 LT DMH
26+85.49 16.60 LT CBCI
27+56.03 16.19 RT CBCI
ITEM 191.6 Test Pit
As needed for the construction of the Permanent Soldier Pile and Lagging Retaining Walls to be installed across the two sewer pipes owned by the MWRA crossing Boden Lane.
Boden Lane Const BL Station Offset
14+24.88 21.19 RT
14+32.97 24.88 LT
16+00.92 21.12 RT
16+18.42 25.89 LT
ITEM 201. Catch Basin
W Central Street Const BL Station Offset
26+65.40 16.76 RT
26+85.49 16.60 LT
27+56.09 16.20 RT
Boden Lane Const BL Station Offset
10+30.60 1.03 LT
11+33.63 7.87 LT
12+87.08 7.87 LT
16+54.13 8.12 LT
17+36.10 9.63 LT
18+20.30 8.04 RT
ITEM 202. Manhole
W Central Street Const BL Station Offset
25+68.70 11.59 LT
24+16.67 9.70 LT
26+79.04 5.00 LT
27+66.19 4.27 RT
27+65.46 26.87 RT
A00802 - 8
ITEM 202. (Continued)
Boden Lane Const BL Station Offset
10+64.06 12.26 LT
10+75.53 6.78 RT
11+29.69 13.01 LT
12+77.31 13.48 LT
16+63.89 13.44 LT
17+39.41 14.74 LT
17+79.98 8.50 LT
18+25.10 1.55 LT
19+00.27 2.78 LT
18+97.98 76.81 LT
ITEM 209. Drop Inlet, Type D
Boden Lane Const BL Station Offset
11+71.65 17.50 RT
17+64.45 15.13 RT
ITEM 222.3 Frame and Grate (or Cover) Municipal Standard
For all new proposed catch basins, drain manhole, gutter inlets, and for adjusted catch basins and manholes as directed by the Engineer. Refer to Utility Plans.
W Central Street Const BL Station Offset
26+65.40 16.76 RT
26+85.49 16.60 LT
27+56.09 16.20 RT
25+68.70 11.59 LT
24+16.67 9.70 LT
26+79.04 5.00 LT
27+66.19 4.27 RT
27+65.46 26.87 RT
A00802 - 9
ITEM 222.3 (Continued)
Boden Lane Const BL Station Offset
10+30.60 1.03 LT
11+33.63 7.87 LT
12+87.08 7.87 LT
16+54.13 8.12 LT
17+36.10 9.63 LT
18+20.30 8.04 RT
10+64.06 12.26 LT
10+75.53 6.78 RT
11+29.69 13.01 LT
12+77.31 13.48 LT
16+63.89 13.44 LT
17+39.41 14.74 LT
17+79.98 8.50 LT
18+25.10 1.55 LT
19+00.27 2.78 LT
18+97.98 76.81 LT
11+71.65 17.50 RT
17+64.45 15.13 RT
ITEM 223.2 Frame and Grate (or Cover) Removed and Discarded
W Central Street Const BL Station Offset
26+65.37 16.76 RT
26+84.29 13.03 LT
26+85.49 16.60 LT
27+56.03 16.19 RT
ITEM 224.12 12 Inch Hood
For all new proposed catch basins and gutter inlets, as directed by the Engineer. Refer to Utility Plans.
W Central Street Const BL Station Offset
26+65.40 16.76 RT
26+85.49 16.60 LT
27+56.09 16.20 RT
A00802 - 10
ITEM 224.12 (Continued) Boden Lane Const BL Station Offset
10+30.60 1.03 LT
11+33.63 7.87 LT
12+87.08 7.87 LT
16+54.13 8.12 LT
17+36.10 9.63 LT
18+20.30 8.04 RT
11+71.65 17.50 RT
17+64.45 15.13 RT
ITEM 244.12 12 Inch Reinforced Concrete Pipe Class V
W Central Street Const BL Start Station Start Offset End Station End Offset
26+79.04 5.00 LT 25+68.70 11.59 LT
25+68.70 11.59 LT 24+16.67 9.70 LT
26+65.40 16.76 RT 26+79.04 5.00 LT
26+79.04 5.00 LT 26+85.49 16.60 LT
27+56.09 16.20 RT 27+65.46 26.87 RT
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+14.09 11.34 LT 10+30.60 1.03 LT
10+14.09 11.34 LT 10+64.06 12.26 LT
10+64.06 12.26 LT 10+75.53 6.78 RT
10+75.53 6.78 RT 11+71.65 17.50 RT
10+64.06 12.26 LT 11+30.04 13.49 LT
11+30.04 13.49 LT 11+33.29 7.55 LT
11+30.04 13.49 LT 12+77.31 13.48 LT
12+77.31 13.48 LT 12+86.75 7.54 LT
16+54.12 7.21 LT 16+63.89 13.44 LT
16+63.89 13.44 LT 17+39.41 14.74 LT
17+39.41 14.74 LT 17+36.09 9.63 LT
17+39.41 14.74 LT 17+79.98 8.50 LT
17+79.98 8.50 LT 17+64.79 15.14 RT
17+79.98 8.50 LT 18+25.10 1.55 LT
18+25.10 1.55 LT 18+20.31 7.70 RT
18+25.10 1.55 LT 19+00.27 2.78 LT
19+00.27 2.78 LT 18+97.98 76.81 LT
18+97.98 76.81 LT 18+79.13 175.68 LT
A00802 - 11
ITEM 244.18 18 Inch Reinforced Concrete Pipe Class V
W Central Street Const BL Start Station Start Offset End Station End Offset
26+79.04 5.00 LT 27+66.19 4.27 RT
27+66.19 4.27 RT 27+65.46 26.87 RT
27+65.46 26.87 RT 27+74.27 37.99 RT
ITEM 271.12 12 Inch and Under Pipe Removed and Stacked
W Central Street Const BL Start Station Start Offset End Station End Offset
26+65.44 15.79 RT 26+84.29 13.03 LT
26+84.29 13.03 LT 26+85.44 15.63 LT
27+56.51 16.90 RT 27+73.90 38.38 RT
ITEM 303.10 10 Inch Ductile Iron Water Pipe (Mechanical Joint)
Boden Lane Const BL Start Station Start Offset End Station End Offset
14+17.92 9.21 RT 16+02.24 6.72 RT
ITEM 350.10 10 Inch Gate and Gate Box
Boden Lane Const BL
Station Offset
16+02.24 6.72 RT
ITEM 358. Gate Box Adjusted
Station Offset
10+31.77 4.19 RT
10+37.01 2.46 RT
11+43.06 4.28 RT
ITEM 373.10 10 Inch Water Pipe Insulation
Start Station Start Offset End Station End Offset
14+60.42 26.49 LT 15+68.65 26.49 LT
A00802 - 12
ITEM 506. Granite Curb Type VB- Straight As shown on the Construction and Curb Tie Plans.
West Central St Const BL Start Station Start Offset End Station End Offset
22+66.29 18.80 LT 22+71.51 18.81 LT
22+98.72 40.86 LT 22+99.34 64.19 LT
23+03.51 30.69 LT 23+07.80 32.45 LT
23+10.84 23.25 LT 23+12.62 27.56 LT
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+62.19 4.00 LT 10+74.02 4.00 LT
10+62.19 12.00 RT 11+00.00 12.00 RT
10+80.02 16.62 LT 17+92.49 20.01 LT
17+98.99 7.41 LT 18+14.84 7.41 LT
18+18.57 9.03 RT 18+28.15 9.53 RT
18+29.09 19.77 RT 18+29.09 10.53 RT
18+39.09 12.54 RT 18+39.09 19.77 RT
18+45.04 22.35 RT 18+50.88 21.73 RT
18+46.10 32.29 RT 18+53.75 31.48 RT
18+53.48 39.26 RT 18+54.53 34.55 RT
18+60.27 20.15 LT 18+60.36 20.37 LT
18+89.94 36.88 RT 18+91.21 32.44 RT
19+11.87 40.64 LT 19+11.39 44.02 LT
ITEM 506.1 Granite Curb Type VB- Curved
As shown on the Construction and Curb Tie Plans.
West Central St Const BL Start Station Start Offset End Station End Offset
22+71.51 18.81 LT 22+74.15 19.17 LT
22+98.72 40.86 LT 22+98.98 36.82 LT
23+02.62 27.70 LT 23+07.82 22.39 LT
23+10.05 31.94 LT 23+11.98 29.96 LT
23+17.99 18.39 LT 23+20.62 18.22 LT
23+79.62 17.96 LT 23+92.28 20.71 LT
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+25.22 0.70 RT 10+32.93 1.49 RT
10+32.93 1.49 RT 10+62.19 12.00 RT
10+38.10 16.13 LT 10+62.19 4.00 LT
18+40.46 11.61 RT 18+51.59 20.15 RT
18+45.35 7.76 LT 18+60.27 20.15 LT
18+54.53 34.55 RT 18+54.86 32.58 RT
19+01.15 16.52 RT 19+04.49 14.10 RT
19+23.46 20.96 LT 19+25.89 19.29 LT
A00802 - 13
ITEM 509. Granite Transition Curbs for Pedestrian Curb Ramps - Straight
Transition from 6-inch reveal (unless noted otherwise on pedestrian curb ramp and driveway tables) to flush reveal at sidewalk and driveways and meet existing ground surface at limits of work.
West Central St Const BL Start Station Start Offset End Station End Offset
24+32.07 18.12 LT 24+35.30 18.11 LT
25+04.22 17.82 LT 25+10.72 17.80 LT
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+74.02 16.62 LT 10+80.02 16.62 LT
10+74.02 4.00 LT 10+80.02 4.00 LT
18+18.57 9.03 RT 18+33.56 9.91 RT
18+31.53 7.41 LT 18+34.09 7.41 LT
18+39.09 7.41 LT 18+41.64 7.41 LT
18+61.20 22.54 LT 18+63.99 29.69 LT
18+65.80 34.35 LT 18+67.87 40.52 LT
ITEM 509.1 Granite Transition Curbs for Pedestrian Curb Ramps - Curved
Transition from 6-inch reveal (unless noted otherwise on pedestrian curb ramp and driveway tables) to flush reveal at sidewalk and driveways.
West Central St Const BL Start Station Start Offset End Station End Offset
22+74.15 19.17 LT 22+81.43 27.75 LT
24+26.53 19.82 LT 24+32.07 18.12 LT
Boden Lane Const BL
Start Station Start Offset End Station End Offset
18+25.09 9.76 LT 18+31.53 7.41 LT
18+38.46 10.91 RT 18+44.43 13.61 RT
18+41.64 7.41 LT 18+48.60 8.66 LT
18+49.48 17.66 RT 18+53.56 23.67 RT
18+54.29 35.64 RT 18+54.88 28.98 RT
18+91.20 32.44 RT 18+93.90 25.44 RT
18+96.60 21.25 RT 19+01.15 16.52 RT
19+11.89 41.81 LT 19+15.33 30.91 LT
19+18.06 26.73 LT 19+22.59 22.06 LT
19+11.87 40.64 LT 19+15.09 30.76 LT
19+17.80 26.56 LT 19+23.46 20.96 LT
A00802 - 14
ITEM 516. Granite Curb Corner Type A
As shown on the Drawings, or as required by the Engineer.
West Central St Const BL Station Offset
23+16.52 19.34 LT
23+09.54 22.09 LT
23+12.71 28.81 LT
23+09.07 32.54 LT
23+02.35 29.40 LT
22+99.95 35.40 LT
Boden Lane Const BL Station Offset
10+33.02 31.93 LT
10+34.02 25.53 LT
18+28.54 10.08 RT
18+39.97 11.72 RT
18+51.10 20.70 RT
18+54.07 32.22 RT
ITEM 580. Curb Removed and Reset
As shown on the Construction and Curb Tie Plans.
Boden Lane Const BL Start Station Start Offset End Station End Offset
11+06.61 27.42 LT 12+82.13 37.27 LT
West Central St Const BL Start Station Start Offset End Station End Offset
23+14.59 18.80 LT 23+79.86 18.53 LT
24+51.65 18.80 LT 25+10.08 17.55 LT
ITEM 630.2 Highway Guard Removed and Discarded
As shown on the Construction Plans and where required by the Engineer.
Boden Lane Const BL Start Station Start Offset End Station End Offset
11+35.93 7.11 LT 14+62.02 5.82 LT
11+33.28 12.46 RT 14+52.20 14.58 RT
15+41.40 12.95 RT 18+01.92 9.09 RT
15+36.50 6.80 LT 18+38.78 36.59 LT
A00802 - 15
ITEM 665. Chain Link Fence Removed and Stacked
As shown on the Construction Plans and where required by the Engineer.
Boden Lane Const BL Start Station Start Offset End Station End Offset
11+33.87 20.90 LT 14+55.75 34.89 LT
ITEM 666. Chain Link Fence Removed and Reset
As shown on the Construction Plans and where required by the Engineer.
Boden Lane Const BL Start Station Start Offset End Station End Offset
12+82.96 25.28 LT 14+55.75 34.89 LT
ITEM 673. Access Gate Removed and Stacked
As shown on the Construction Plans and where required by the Engineer.
Boden Lane Const BL
Station Offset
11+35.12 4.34 RT
17+93.30 1.31 LT
ITEM 698.3 Geotextile Fabric for Separation
To be used to separate the slope surface in Modified Rockfill Slope and to separate the existing grade and lightweight aggregate fill along the Soldier Pile Lagging Retaining Walls.
Modified Rockfill Centroid Station:
Boden Lane Const BL
13+00, RT
16+50, RT
Soldier Pile Lagging Retaining Walls Station Range:
Boden Lane Const BL 10+69 LT to 14+53 LT 11+71 RT to 14+39 RT 15+78 LT to 18+00 LT 15+73 RT to 17+66 RT
A00802 - 16
ITEM 701.3 Trapezoidal Delineator
As shown on the Construction Plans and where required by the Engineer.
West Central St Const BL Start Station Start Offset End Station End Offset
23+05.76 37.40 LT 23+21.37 39.50 LT
24+04.15 31.39 LT 23+91.88 64.57 LT
Boden Lane Const BL Start Station Start Offset End Station End Offset
17+92.48 20.51 LT 18+28.54 17.41 LT
ITEM 767.121 Sediment Control Barrier
Throughout project on side slopes as shown on the Construction Plans. Additional locations as directed by the Engineer.
Boden Lane Const BL Start Station Start Offset End Station End Offset
12+40.15 32.69 RT 14+51.37 38.98 RT
14+27.24 36.53 LT 14+81.92 37.53 LT
15+22.84 43.57 RT 16+76.78 35.10 RT
15+54.78 42.80 LT 17+03.35 36.69 LT
ITEM 811.37 Electric Handhole Adjusted
If and where necessary as directed by the Engineer.
West Central St Const BL
23+24.75 22.18 LT
ITEM 816. Traffic Signal Removed and Reset
As shown on the Construction Plans and where required by the Engineer.
West Central St Const BL
23+20.61 28.00 LT
A00802 - 17
ITEM 864.12 Symbols (PF)
Pavement markings for bike rider symbols and other legends as shown on the Sign and Pavement Marking Plans.
Boden Lane Const BL
Station Offset Description 11+08.73 9.46 LT Bike Symbol 11+53.82 13.95 LT Bike Symbol 12+14.49 9.16 LT Bike Symbol 12+89.74 14.02 LT Bike Symbol 13+71.39 9.32 LT Bike Symbol 14+52.39 13.90 LT Bike Symbol 15+57.28 9.45 LT Bike Symbol 16+41.70 13.77 LT Bike Symbol 17+22.18 9.20 LT Bike Symbol 17+87.43 17.19 LT Bike Symbol
ITEM 864.13 Arrows (PF)
Pavement markings for bike rider symbols and other legends as shown on the Sign and Pavement Marking Plans.
Boden Lane Const BL Station Offset Description 11+08.73 9.46 LT Bike Arrow 11+53.82 13.95 LT Bike Arrow 12+14.49 9.16 LT Bike Arrow 12+89.74 14.02 LT Bike Arrow 13+71.39 9.32 LT Bike Arrow 14+52.39 13.90 LT Bike Arrow 15+57.28 9.45 LT Bike Arrow 16+41.70 13.77 LT Bike Arrow 17+22.18 9.20 LT Bike Arrow 17+87.43 17.19 LT Bike Arrow
ITEM 866.106 6 Inch Reflectorized White Line (Thermoplastic)
Start Station Start Offset End Station End Offset
10+36.66 11.55 LT 17+91.27 3.41 LT
10+99.74 6.62 LT 17+97.27 10.03 LT
A00802 - 18
ITEM 866.112 12 Inch Reflectorized White Line (Thermoplastic)
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+16.17 5.63 LT 10+30.82 37.84 LT
10+17.30 1.93 RT 10+18.09 2.20 RT
10+18.26 0.91 RT 10+21.95 0.34 RT
10+19.23 3.76 LT 10+28.11 0.74 LT
10+20.19 6.60 LT 10+29.66 3.38 LT
10+21.16 9.44 LT 10+30.63 6.22 LT
10+22.12 12.28 LT 10+31.59 9.06 LT
10+23.09 15.12 LT 10+32.55 11.90 LT
10+24.05 17.96 LT 10+33.52 14.74 LT
10+25.01 20.80 LT 10+34.48 17.59 LT
10+25.98 23.64 LT 10+34.74 20.67 LT
10+26.94 26.48 LT 10+33.86 24.13 LT
10+27.91 29.32 LT 10+32.88 27.64 LT
10+28.70 0.56 LT 10+35.44 20.42 LT
10+28.87 32.16 LT 10+32.35 30.98 LT
10+29.84 35.00 LT 10+32.19 34.20 LT
10+32.38 1.07 LT 10+38.18 16.02 LT
18+29.09 9.59 LT 18+29.09 7.41 LT
18+29.09 5.80 LT 18+39.09 5.80 LT
18+29.09 2.80 LT 18+39.09 2.80 LT
18+29.09 3.20 RT 18+39.09 3.20 RT
18+29.09 6.20 RT 18+39.09 6.20 RT
18+29.09 3.20 RT 18+39.09 3.20 RT
18+29.09 0.20 RT 18+39.09 0.20 RT
18+39.09 7.41 RT 18+39.09 11.11 RT
18+52.50 21.55 LT 19+10.03 24.12 LT
18+54.95 31.35 RT 18+92.99 27.31 RT
18+57.30 21.04 RT 18+58.36 30.99 RT
18+60.28 20.73 RT 18+61.34 30.67 RT
18+62.91 26.92 LT 19+10.03 24.12 LT
18+63.27 20.41 RT 18+64.32 30.35 RT
18+66.25 20.09 RT 18+67.31 30.04 RT
18+66.60 36.72 LT 19+13.98 33.91 LT
18+67.91 40.65 LT 18+90.53 39.31 LT
18+68.50 26.59 LT 18+69.10 36.57 LT
18+69.23 19.78 RT 18+70.29 29.72 RT
18+71.50 26.41 LT 18+72.09 36.39 LT
18+72.21 19.46 RT 18+73.27 29.40 RT
18+74.39 33.31 RT 18+91.48 31.49 RT
18+74.49 26.23 LT 18+75.09 36.22 LT
18+75.20 19.14 RT 18+76.26 29.08 RT
18+77.49 26.06 LT 18+78.08 36.04 LT
18+78.18 18.82 RT 18+79.24 28.77 RT
18+80.48 25.88 LT 18+81.07 35.86 LT
A00802 - 19
ITEM 866.112 (Continued)
Boden Lane Const BL Start Station Start Offset End Station End Offset
18+81.16 18.51 RT 18+82.22 28.45 RT
18+83.48 25.70 LT 18+84.07 35.68 LT
18+84.15 18.19 RT 18+85.20 28.13 RT
18+86.47 25.52 LT 18+87.06 35.51 LT
18+87.13 17.87 RT 18+88.19 27.82 RT
18+89.47 25.35 LT 18+90.06 35.33 LT
18+90.11 17.56 RT 18+91.17 27.50 RT
18+92.05 15.80 RT 18+98.71 18.80 RT
18+92.46 25.17 LT 18+93.05 35.15 LT
18+93.28 13.06 RT 19+01.08 16.58 RT
18+94.51 10.33 RT 19+03.63 14.44 RT
18+95.46 24.99 LT 18+96.05 34.97 LT
18+95.74 7.59 RT 19+04.86 11.70 RT
18+96.98 4.86 RT 19+06.09 8.97 RT
18+98.21 2.12 RT 19+07.33 6.23 RT
18+98.45 24.81 LT 18+99.04 34.79 LT
18+99.44 0.61 RT 19+08.56 3.50 RT
19+00.67 3.35 RT 19+09.79 0.76 RT
19+01.44 24.63 LT 19+02.04 34.62 LT
ITEM 866.112 (Continued)
Boden Lane Const BL Start Station Start Offset End Station End Offset
19+01.90 6.08 LT 19+11.02 1.98 LT
19+03.14 8.82 LT 19+12.25 4.71 LT
19+03.48 14.76 LT 19+20.80 23.67 LT
19+04.37 11.55 LT 19+13.49 7.45 LT
19+04.44 24.46 LT 19+05.03 34.44 LT
19+05.60 14.29 LT 19+14.72 10.18 LT
19+06.83 17.02 LT 19+15.95 12.92 LT
19+07.43 24.28 LT 19+08.03 34.26 LT
19+08.07 19.76 LT 19+17.18 15.65 LT
19+09.30 22.49 LT 19+18.42 18.39 LT
ITEM 867.106 6 Inch Reflectorized Yellow Line (Thermoplastic)
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+33.08 1.01 LT 18+27.53 6.59 RT
Broken Yellow Line - estimate quantity to be one quarter of the total length of Bike Lane Start Station Start Offset End Station End Offset
10+99.74 11.62 LT 17+91.27 15.03 LT
A00802 - 20
ITEM 874.2 Traffic Sign Removed and Reset
As shown on the Sign and Pavement Plans.
West Central St Const BL Station Offset
23+73.92 25.89 LT
ITEM 874.4 Traffic Sign Removed and Stacked
For removal and stacking of traffic signs as shown on the Sign and Pavement Marking Plans.
Boden Lane Const BL Station Offset
10+16.85 27.89 RT
10+26.88 17.22 RT
10+33.49 14.94 RT
10+44.65 23.98 LT
10+52.15 16.66 LT
18+36.75 23.37 LT
ITEM 904.3 5000 PSI, 3/4 IN, 685 HP Cement Concrete ITEM 910.1 Steel Reinforcement for Structures – Epoxy Coated
For the moment slab and the S3-MTL4 stem at approach slab.
Boden Lane Const BL Start Station Start Offset End Station End Offset
11+21.05 5.00 LT 14+68.62 5.00 LT
15+43.35 5.00 LT 17+44.06 5.00 LT
ITEM 945.011 30 Inch Utility Pole Caisson
As specified in the Utility Plans or as directed by the Engineer.
Boden Lane Const BL Station Offset
14+09.01 19.00 RT
15+92.20 19.00 RT
ITEM 975.1 Metal Bridge Railings (3 Rail), Steel (Type S3-MTL4)
For quantities being proposed off Bridge No. N-03-012.
Boden Lane Const BL Start Station Start Offset End Station End Offset
11+23.63 4.67 LT 14+68.62 5.30 LT
15+43.35 5.00 LT 17+41.47 6.07 LT
A00802 - 21
ITEM 975.12 Metal Pedestrian Railing (2 Rail) Aluminum
For quantities being proposed off Bridge No. N-03-012.
Boden Lane Const BL Start Station Start Offset End Station End Offset
10+69.40 23.54 LT 14+75.00 24.54 LT
15+55.33 24.54 LT 17+99.36 26.94 LT
ITEM 975.3 Protective Screen Type 1
For quantities being proposed off Bridge No. N-03-012.
Boden Lane Const BL Start Station Start Offset End Station End Offset
11+23.63 4.67 LT 14+68.62 5.30 LT
15+43.35 5.00 LT 17+41.47 6.07 LT
A00802 - 22
This page is left intentionally blank
File details come from the government source that posted it. Updated .