A00802-610544.pdf

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Attached to
610544 PEABODY FAP No. CMQ/STP/TAP-0034(034)X Multi-Use Path Construction of Independence Greenway
Solicitation number
BD-27-1030-0H100-0H002-132023
Issued by
Essex County, Massachusetts

About this file

This is a Detail Sheets document for Proposal No. 610544-135966 issued by the Massachusetts Department of Transportation Highway Division for a multi-use path construction project in Peabody, Massachusetts. The project, identified as FAP No. CMQ/STP/TAP-0034(034)X, involves the construction of the Independence Greenway along Route 1/Lowell Street/Peabody Road, spanning from Station 5+17.00 to 15+60.00, with additional work segments extending to Station 35+00.00. The scope encompasses the construction of a shared-use path with a 1.5-inch Superpave surface course over intermediate and gravel base layers, bridge pavement work with exposed concrete decks, and full-depth pavement construction on Route 1 and Lowell Street. Estimated quantities include 12,000 cubic yards of earth excavation, 1,300 cubic yards of loam for roadsides, various quantities of crushed stone and gravel materials, and extensive drainage structure work including catch basins, manholes, and corrugated plastic and reinforced concrete pipes ranging from 12 to 36 inches in diameter. Additional work items include granite curbing and edging, chain link and wood rail fencing, traffic control devices, pavement markings, electrical conduit installation, and signage placement throughout the project corridors.

The document provides detailed location information for all construction items, including station numbers, offsets, and side designations (left, right, or center) for work along Independence Greenway West, Independence Greenway East, Lowell Street, US Route 1, and Peabody Road. The project involves safety features such as guardrails, impact attenuators, and temporary construction fencing with privacy screens, as well as site furnishings including benches, trash receptacles, and interpretive signage. Drainage work is comprehensive, with sediment control measures, masonry plugs, and slot-perforated subdrain pipes specified at multiple locations. The electrical work includes conduit installation in various sizes and types (plastic and galvanized steel), electrical handholes and pull boxes, and connections for solar-powered pedestrian flashing beacons and fire alarm services. Pavement markings, including arrows, legends, and symbols for bike facilities, are detailed with specific station locations, along with traffic sign installation and removal throughout the project area.

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Text version

Massachusetts Department Of Transportation Highway Division Proposal No. 610544-135966

A00802 - 1

DOCUMENT A00802

DETAIL SHEETS

A00802 - 2

THIS PAGE IS INTENTIONALLY LEFT BLANK

A00802 - 3

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

TEN PARK PLAZA – BOSTON, MA

- ESTIMATE OF QUANTITIES – DETAIL SHEETS -

CITY: PEABODY YEAR: 2026

STA. 5+17.00 TO 15+60.00 ROAD: ROUTE 1 / LOWELL STREET /

PEABODY ROAD

Type of Project: MULTI-USE PATH DATE: JUNE 3, 2026

CONSTRUCTION

PROPOSED SHARED USE PATH PAVEMENT

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

INTERMEDIATE : 2 3/4" SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC-

19.0) OVER

BASE : 12" GRAVEL BORROW (TYPE b)

PROPOSED BRIDGE PAVEMENT - ROUTE 1

SURFACE: 7 3/4" - 8 3/4" EXPOSED CONCRETE DECK

Earth Excavation 12,000 CY Loam for Roadsides 1,300 CY Class A Trench Excavation 2 CY Class A Rock Excavation 600 CY Class B Trench Excavation 120 CY Class B Rock Excavation 40 CY Bridge Excavation 170 CY Test Pit for Exploration 360 CY Planting Soil 45 CY 4000 PSI, 1.5 Inch, 565 Cement Concrete 10 CY 4000 PSI, ¾”, 610 Cement Concrete 195 CY Peastone 45 TON

Riprap with Gravel Packed Voids

30 CY

Gravel Borrow 1,800 CY Gravel Borrow for Backfilling Structures & Pipes 105 CY Gravel Borrow for Bridge Foundation

2,200 TON

Crushed Stone 1,300 TON Crushed Stone Bridge Foundations

180 TON

Dense Graded Crushed Stone 110 CY Modified Rockfill 1,250 TON Compost and Seed over Modified Rock

70 CY

Loam and Seed Over Modified Rock

35 CY

Wetland Restoration 175 SY

A00802 - 4

PROPOSED FULL DEPTH PAVEMENT - ROUTE 1

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

INTERMEDIATE: 2 3/4" SUPERPAVE INTERMEDIATE COURSE 19 (SIC - 19)

OVER

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

SUBBASE: 4" DENSE GRADED CRUSHED STONE OVER

8" GRAVEL BORROW (TYPE b)

PROP RESURFACING MILLING & OVERLAY - ROUTE 1

SURFACE: 1 1/2" SUPERPAVE COURSE 12.5 POLYMER (SSC-12.5-P)

OVER

1 1/2" PAVEMENT MICROMILLING TO 3" TAPER

MICROMILLING ADJACENT TO HMA BERM

PROPOSED FULL DEPTH PAVEMENT PATCH - ROUTE 1

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

INTERMEDIATE: 2 3/4" SUPERPAVE INTERMEDIATE COURSE 19 (SIC - 19)

OVER

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

SUBBASE: GRAVEL BORROW IN BACKFILLED TRENCH

PROP RESURFACING MILLING & OVERLAY - LOWELL ST

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

1 1/2" PAVEMENT MICROMILLING

FULL DEPTH PAVEMENT WIDENING (BOX WIDENING) LESS THAN 4 FEET

SURFACE : 1 3/4" SUPERPAVE COURSE 12.5 POLYMER (SSC-12.5-P)

OVER

INTERMEDIATE : 2 1/4" SUPERPAVE INTERMEDIATE COURSE 19.0 (SIC-19.0)

OVER

BASE : 6" HIGH EARLY STRENGTH CONCRETE BASE COURSE

OVER

SUBBASE : 8" GRAVEL BORROW (TYPE b)

A00802 - 5

PROPOSED HMA DRIVEWAY

SURFACE: 1 1/2" HMA SURFACE COURSE OVER

INTERMEDIATE: 2 1/2" HMA INTERMEDIATE COURSE OVER

SUBBASE: 8" GRAVEL BORROW (TYPE b)

PROPOSED HMA DRIVEWAY APRON

SURFACE: 1 1/2" HMA SURFACE COURSE OVER

INTERMEDIATE: 2 1/2" HMA INTERMEDIATE COURSE OVER

SUBBASE: 8" GRAVEL BORROW (TYPE b)

FULL DEPTH PAVEMENT PARKING LOT

SURFACE : 1 1/2" SUPERPAVE COURSE 12.5 (SSC-12.5) OVER

INTERMEDIATE : 3" SUPERPAVE INTERMEDIATE COURSE 19 (SIC-19) OVER

BASE : 3" SUPERPAVE INTERMEDIATE COURSE 19 (SIC-19) OVER

FULL DEPTH GRAVEL PARKING LOT

SURFACE : 18" GRAVEL BORROW (TYPE b)

HOT MIX ASPHALT SIDEWALK

SURFACE : 1 1/4" HMA SURFACE COURSE OVER

INTERMEDIATE : 1 3/4" HMA INTERMEDIATE COURSE OVER

CEMENT CONCRETE SIDEWALK

SURFACE : 4" CEMENT CONCRETE (AIR ENTRAINED 4,000 PSI, 3/4",

610) OVER

SUBBASE : 8" GRAVEL BORROW (TYPE

A00802 - 6

ITEM 101. CLEARING AND GRUBBING

ITEM 102.1 TREE TRIMMING

ITEM 120. EARTH EXCAVATION

The 2 abandoned railroad signal posts at the US Route 1 crossing and related signal equipment will be removed and stacked under item 120.

Earth Excavation. Removed materials will be stacked for MBTA salvage with the Steel Rails and OTM. The Pole will be measured by volume/ CY, and stacked with the rails for removal by Keolis/MBTA.

LOCATION

FROM

STA

TO

STA

SIDE

INDEPENDENCE

GREENWAY WEST 1+11± 1+66± LT

INDEPENDENCE

GREENWAY WEST 2+68± 3+74± LT

INDEPENDENCE

GREENWAY WEST 4+28± 6+73± RT

INDEPENDENCE

GREENWAY WEST 7+01± 8+21± LT

INDEPENDENCE

GREENWAY WEST 8+41± 8+78± RT

INDEPENDENCE

GREENWAY WEST 9+81± 12+87± RT

INDEPENDENCE

GREENWAY WEST 25+75± 27+13±

RT /

LT

INDEPENDENCE

GREENWAY EAST 199+96± 217+53±

RT /

LT

INDEPENDENCE

GREENWAY EAST 217+65± 223+57±

RT /

LT

LOCATION

FROM

STA

TO

GREENWAY WEST 17+33± 18+59± LT

INDEPENDENCE

GREENWAY WEST 18+95± 19+24± LT

GREENWAY LOWELL ST. 504+53± 507+09± RT

A00802 - 7

ITEM 129.5 TRACK EXCAVATION

LOCATION

STA

TO

GREENWAY WEST 8+38 27+04 CNTR

INDEPENDENCE

GREENWAY WEST 17+94 27+04

0’ – 20’

LT

INDEPENDENCE

GREENWAY WEST 29+00 35+00 CNTR

GREENWAY EAST 217+00 223+50 CNTR

ITEM 144. CLASS B ROCK EXCAVATION

The 2 abandoned railroad signal posts at the US Route 1 crossing and related signal equipment will be removed and stacked under item 120. The foundation for the signal will be removed to a depth of 12" below grade and measured by volume for payment under Item 144. Class B Rock.

ITEM 145. DRAINAGE STRUCTURE ABANDONED

LOCATION STA OFFSET SIDE

LOWELL ST 510+48.37 38.1 RT

GREENWAY WEST 5+82.09 133.3 RT

ITEM 201. CATCH BASIN

STRUCTURE STREET

STATI

ON

OFFSET/S

IDE

INDEPENDENCE

GREENWAY WEST 6+00.00, 6.4 RT

9 LOWELL ST 513+00.20, 11.9 RT

12 LOWELL ST 514+50.00, 11.5 RT

37 LOWELL ST 513+22.20, 86.7 RT

40 LOWELL ST 510+41.60, 33.4 RT

A00802 - 8

ITEM 201.6 12 INCH HDPE OUTLET CONTROL STRUCTURE

ON

OFFSET/S

IDE

INDEPENDENCE

GREENWAY WEST 19+32.60, 19.5 LT

INDEPENDENCE

GREENWAY EAST 203+41.20, 12.3 LT

INDEPENDENCE

GREENWAY EAST 221+00.00, 15.0 LT

INDEPENDENCE

GREENWAY EAST 222+74.00, 15.0 LT

INDEPDENCE

GREENWAY EAST 217+85.30, 15.1 LT

ITEM 202. MANHOLE

STRUCTUR

E STREET

STATI

ON

OFFSET/S

IDE

INDEPENDENCE

GREENWAY EAST 202+66.80, 8.0 RT

39 LOWELL ST 513+14.40, 33.9 RT

ITEM 202.2 MANHOLE (9 TO 14 FOOT DEPTH)

ON

OFFSET/S

IDE

INDEPENDENCE

GREENWAY EAST 206+94.50, 49.2 RT

GREENWAY EAST 210+99.80, 2.1 RT

ITEM 203.5 6-FT DIAMETER MANHOLE

ON

OFFSET/S

IDE

GREENWAY WEST 6+50.90, 12.2 RT

A00802 - 9

ITEM 220. DRAINAGE STRUCTURE ADJUSTED

ON

OFFSET/S

IDE

7 LOWELL ST 512+45.90, 23.5 RT

8 LOWELL ST 513+00.80, 23.2 RT

11 LOWELL ST 514+24.40, 19.4 RT

41 LOWELL ST 510+61.10, 33.2 RT

- US ROUTE 1 104+46.16, 14.4 LT

- US ROUTE 1 105+59.23, 86.5 RT

- LOWELL ST 512+32.19, 14.1 RT

- LOWELL ST 512+53.08, 23.5 RT

- LOWELL ST 514+29.44, 10.8 LT

- LOWELL ST 516+11.36, 11.6 LT

- LOWELL ST 517+10.03, 21.8 LT

- LOWELL ST 517+10.06, 24.2 RT

ITEM 220.3 DRAINAGE STRUCTURE CHANGE IN TYPE

ON

OFFSET/S

IDE

10 LOWELL ST 514+24.80, 23.4 RT

ITEM 220.5 DRAINAGE STRUCTURE REMODELED

ON

OFFSET/S

IDE

6 LOWELL ST 512+30.70, 25.6 RT

INDEPENDENCE

GREENWAY EAST 207+76.70, 7.2 RT

- LOWELL ST 511+99.92, 14.4 LT

A00802 - 10

ITEM 220.7 SANITARY STRUCTURE ADJUSTED

ITEM 221. FRAME AND COVER

ON

OFFSET/S

IDE

INDEPENDENCE

GREENWAY EAST 202+66.80, 8.0 RT

INDEPENDENCE

GREENWAY EAST 206+94.50, 49.2 RT

39 LOWELL ST 513+14.40, 33.9 RT

INDEPENDENCE

GREENWAY EAST 210+99.80, 2.1 RT

INDEPENDENCE

GREENWAY WEST 6+50.90, 12.2 RT

10 LOWELL ST 514+24.80, 23.4 RT

LOWELL STREET -

REPLACE F&C 516+11.31, 11.51 LT

ITEM 222.1 FRAME AND COVER – MASSDOT CASCADE TYPE

ON

OFFSET/S

IDE

9 LOWELL ST 513+00.10, 11.9 RT

12 LOWELL ST 514+50.00, 11.5 RT

37 LOWELL ST 513+22.20, 86.7 RT

40 LOWELL ST 510+41.60, 33.4 RT

STREET

ON

OFFSET/S

IDE

US ROUTE 1 103+26.89, 42.3 RT

US ROUTE 1 104+61.57, 10.0 RT

LOWELL ST 517+42.46, 1.1 RT

LOWELL ST 517+88.74, 5.0 RT

INDEPENDENCE

GREENWAY EAST 219+24.62, 9.8 RT

INDEPENDENCE

GREENWAY WEST 3+47.32, 8.4 RT

INDEPENDENCE

GREENWAY WEST 5+59.59, 12.2 LT

GREENWAY WEST 7+98.11, 9.0 LT

A00802 - 11

ITEM 222.5 4-INCH FRAME AND GRATE – MASSDOT DROP INLET

ON

OFFSET/S

IDE

GREENWAY WEST 6+00.00, 6.4 RT

ITEM 223.2 FRAME AND GARTE (OR COVER) – REMOVED AND

DISCARDED

ON

OFFSET/S

IDE

LOWELL STREET 516+11.31; 11.5 LT

LOWELL ST 512+53.13, 28.4 RT

ITEM 227.3 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT

STRUCTUR

E STREET

STATI

ON

OFFSET/S

IDE

EX CB US ROUTE 1 104+46.16, 14.4 LT

EX CB US ROUTE 1 105+59.23, 86.5 RT

EX CB LOWELL ST 514+25.23, 23.9 RT

EX CB LOWELL ST 517+10.03, 21.8 LT

EX CB INDEPENDENCE

GREENWAY EAST 206+94.65, 45.4 RT

EX CB LOWELL ST 512+32.19, 14.1 RT

EX CB LOWELL ST 512+53.08, 23.5 RT

A00802 - 12

ITEM 227.31 REMOVAL OF DRAINAGE PIPE SEDIMENT

STREET FROM

STA.

TO

STA. OFFSET/SIDE

INDEPENDENCE

GREENWAY WEST 17+90± 17+90± 15.1 LT / 17.5

RT

INDEPENDENCE

GREENWAY WEST 27+51± 33+74± 24.9 LT / 92.1

LT

LOWELL ST 510+00± 512+50

12.4 RT / 24.3

RT

LOWELL ST 512+50± 518+39

25.6 RT / 29.3

RT

LOWELL ST 512+32± 516+68

14.1 LT / 56.3

RT

INDEPENDENCE

GREENWAY EAST 206+38± 206+02

25.2 LT / 63.7

LT

INDEPENDENCE

GREENWAY EAST 217+58± 217+58

2.9 LT / 53.8

RT

INDEPENDENCE

GREENWAY EAST 207+47± 212+91

7.6 RT / 123.2

RT

ITEM 227.4 MASONRY PLUG

Where shown on the Drainage Plans and as directed by the Engineer, including at the following locations:

STREET FROM

STA. OFFSET/SIDE

LOWELL ST 510+61.10 34.0 RT

INDEPENDENCE

GREENWAY EAST 205+24.00 44.6 RT

INDEPENDENCE

GREENWAY EAST 207+00.00 45.6 RT

INDEPENDENCE

GREENWAY EAST 207+39.00 42.1 RT

INDEPENDENCE

GREENWAY WEST 5+82.00 132.3 RT

GREENWAY WEST 6+02.00 16.3 LT

A00802 - 13

ITEM 241.12 12 INCH REINFORCED CONCRETE PIPE CLASS III

FR

OM

STR

FROM

OFFSET/S

IDE

TO

ST

R.

TO

OFFSET/S

IDE

LOWELL ST 37 86.7 RT 39 33.9 RT

LOWELL ST 39 33.9 RT 8 23.2 RT

LOWELL ST 9 11.9 RT 8 23.2 RT

LOWELL ST 12 11.5 RT 11 19.4 RT

LOWELL ST 40 33.4 RT 41 33.2 RT

INDEPENDENCE

GREENWAY EAST 17 8.0 RT 18 10.0 LT

GREENWAY EAST 20 45.7 RT 21 49.2 RT

ITEM 241.18 18 INCH REINFORCED CONCRETE PIPE CLASS III

STR.

FROM

OFFSET/SIDE TO

STR.

TO

OFFSE

T/SIDE

INDEPENDENCE

GREENWAY EAST 19 49.2 RT 21 49.2 RT

INDEPENDENCE

GREENWAY EAST 21 49.2 RT 22 41.1 RT

GREENWAY EAST 25 2.9 LT 26 16.8 LT

ITEM 242.18 18 INCH REINFORCED CONCRETE PIPE FLARED END

ON

OFFSET/S

IDE

GREENWAY EAST 217+60.80, 16.8 LT

ITEM 242.24 24 INCH REINFORCED CONCRETE PIPE FLARED END

ON

OFFSET/S

IDE

GREENWAY EAST 201+36.40, 10.6 LT

A00802 - 14

ITEM 244.24 24 INCH REINFORCED CONCRETE PIPE CLASS V

STR.

FROM

OFFSE

T/SIDE

TO

STR.

TO

OFFSET/

SIDE

GREENWAY EAST 13 16.1 RT 14 10.6 LT

ITEM 252.112 12 INCH CORRUGATED PLASTIC PIPE FLARED END

STRUCTURE STREET STATION OFFSET/SIDE

INDEPENDENCE

GREENWAY EAST 203+51.90 10.0 LT

INDEPENDENCE

GREENWAY EAST 221+00.00 29.6 LT

INDEPENDENCE

GREENWAY EAST 222+74.00 29.7 LT

INDEPENDENCE

GREENWAY WEST 19+23.40 19.6 LT

INDEPENDENCE

GREENWAY EAST 203+54.80 13.6 LT

GREENWAY EAST 217+65.28 23.2 LT

ITEM 252.12 12 INCH CORRUGATED PLASTIC PIPE

STR.

FROM

OFFSE

T/SIDE

TO

STR.

TO

OFFSET/

SIDE

INDEPENDENCE

GREENWAY WEST 2 6.4 RT 3 12.2 RT

INDEPENDENCE

GREENWAY WEST 5 19.5 LT 35 19.6 LT

INDEPENDENCE

GREENWAY EAST 28 15.0 LT 30 29.6 LT

GREENWAY EAST 29 15.0 LT 31 29.7 LT

A00802 - 15

ITEM 252.136 36 INCH CORRUGATED PLASTIC PIPE FLARED END

STRUCTURE STREET STATION OFFSET/SIDE

INDEPENDENCE

GREENWAY WEST 6+03.70 138.7 RT

GREENWAY WEST 6+50.90 17.8 LT

ITEM 252.36 36 INCH CORRUGATED PLASTIC PIPE

FR

OM

STR

FROM

OFFSET/S

IDE

TO

ST

R.

TO

OFFSET/S

IDE

INDEPENDENCE

GREENWAY WEST 1 138.7 RT 3 12.2 RT

GREENWAY WEST 3 12.2 RT 4 17.8 LT

ITEM 258. STONE FOR PIPE ENDS

STA. TO STA. OFFSET/SIDE

INDEPENDENCE

GREENWAY WEST 6+45.72 6+56.03 26.5 LT

INDEPENDENCE

GREENWAY WEST 19+03.41 19+06.72 19.4 LT

INDEPENDENCE

GREENWAY EAST 200+17.08 200+23.04 33.7 RT

INDEPENDENCE

GREENWAY EAST 203+53.23 203+60.90 13.1 LT

INDEPENDENCE

GREENWAY EAST 217+57.54 217+64.01 25.2 LT

INDEPENDENCE

GREENWAY EAST 220+98.00 221+02.00 34.1 LT

INDEPENDENCE

GREENWAY EAST 222+72.00 222+76.00 34.2 LT

INDEPENDENCE

GREENWAY EAST 200+40.96 200+62.11 20.6 RT

GREENWAY EAST 200+62.11 200+90.93 19.1 RT

A00802 - 16

ITEM 269.12 12 INCH SLOT-PERFORATED CORRUGATED PLASTIC PIPE

(SUBDRAIN)

STRUCTURE STREET FROM

STA.

TO

STA.

OFFSET/SI

DE

SCM 1

INDEPENDENCE

GREENWAY WEST 19+28.5 21+85.8

20.1 LT /

19.5 LT

SCM 2

INDEPENDENCE

GREENWAY EAST

201+37.8

203+49.

13.5 LT /

13.0 LT

SCM 3, 4, 5

INDEPENDENCE

GREENWAY EAST

217+84.7

223+50.

14.4 LT /

15.0 LT

ITEM 358. GATE BOX ADJUSTED

STREET STA.

OFFSET /

SIDE

US ROUTE 1 103+25.19 138.9 RT

US ROUTE 1 103+25.19 138.9 RT

US ROUTE 1 103+25.19 138.9 RT

LOWELL ST 512+33.96 63.92 RT

ITEM 376.5 HYDRANT - ADJUSTED

OFFSET /

SIDE

US ROUTE 1 103+21.57 106.5 RT

LOWELL ST 512+57.50 52. 5 RT

ITEM 504. GRANITE CURB TYPE VA4 – STRAIGHT

STA.

OFFSET /

SIDE TO STA.

OFFSET /

SIDE

INDEPENDENCE

GREENWAY WEST 32+36.62 13.0 LT 32+69.62 13.0 LT

INDEPENDENCE

GREENWAY WEST 32+36.62 13.0 RT 32+69.62 13.0 RT

INDEPENDENCE

GREENWAY WEST 32+93.62 6.0 LT 33+26.62 6.0 LT

GREENWAY WEST 32+93.62 6.0 RT 33+03.62 13.0 RT

A00802 - 17

ITEM 504. (Continued)

LOWELL ST

510+53.4

5 6.0 LT

511+05.9

4 RT

LOWELL ST

511+11.6

5 22.1 LT

511+26.0

5 41.0 LT

LOWELL ST

511+87.9

5 22.3 LT

512+76.2

5 21.9 LT

LOWELL ST

511+48.6

8 16.9 RT

511+89.7

9 16.1 RT

LOWELL ST

511+60.9

2 92.5 RT

512+30.2

0 67.0 RT

LOWELL ST

512+54.0

7 55.8 RT

512+94.1

7 15.6 RT

LOWELL ST

516+49.7

2 14.3 RT

517+87.7

5 34.9 RT

LOWELL ST

517+42.5

2 21.6 LT

517+73.5

9 32.7 LT

LOWELL ST

517+16.6

1 55.4 RT

517+27.1

6 52.6 RT

LOWELL ST

517+29.4

7 49.4 RT

517+28.5

2 37.4 RT

LOWELL ST

517+30.0

9 35.5 RT

517+82.3

8 32.1 RT

LOWELL ST

517+84.1

7 38.4 RT

517+84.3

3 34.9 RT

LOWELL ST

517+87.7

5 34.9 RT

517+87.7

5 37.2 RT

INDEPENDENCE

GREENWAY EAST

223+62.5

5.0' -14.0'

RT

223+69.5

6 5.0' -9.8' LT

INDEPENDENCE

GREENWAY EAST

224+00.5

5.0' -10.6'

RT

223+93.5

5.0' -10.0'

LT

A00802 - 18

ITEM 504.1 GRANITE CURB TYPE VA4 – CURVED

STA.

OFFSET /

SIDE TO STA.

OFFSET /

SIDE

INDEPENDENCE

GREENWAY WEST

32+36.62

13.0 LT 32+64.62 13.0 LT

INDEPENDENCE

GREENWAY WEST

32+36.62

13.0 LT 32+37.62 13.0 LT

INDEPENDENCE

GREENWAY WEST

32+36.62

13.0 RT 32+64.62 13.0 RT

INDEPENDENCE

GREENWAY WEST

32+36.62

13.0 RT 32+37.62 13.0 RT

INDEPENDENCE

GREENWAY WEST

32+93.62

6.0 LT 32+98.62 6.0 LT

INDEPENDENCE

GREENWAY WEST

33+25.62

6.0 LT 33+26.62 6.0 LT

INDEPENDENCE

GREENWAY WEST

32+93.62

6.0 RT 32+98.62 13.0 RT

LOWELL ST 510+53.45 14.0 RT 511+05.94 39.1 RT

LOWELL ST 510+53.45 14.0 RT 511+05.94 39.1 RT

LOWELL ST 510+53.45 14.0 RT 511+05.94 39.1 RT

LOWELL ST 511+20.05 41.2 LT 511+26.05 41.0 LT

LOWELL ST 511+48.68 14.0 RT 511+89.79 64.7 RT

LOWELL ST 511+48.68 14.0 RT 511+89.79 64.7 RT

LOWELL ST 511+48.68 14.0 RT 511+89.79 64.7 RT

LOWELL ST 511+48.68 14.0 RT 511+89.79 64.7 RT

LOWELL ST 511+48.68 14.0 RT 511+89.79 64.7 RT

LOWELL ST 512+26.82 20.9 RT 512+29.69 22.7 RT

LOWELL ST 511+60.53 92.4 RT 512+30.20 20.7 RT

LOWELL ST 512+02.72 34.1 RT 512+10.84 28.8 RT

LOWELL ST 512+54.07 55.8 RT 512+58.10 58.6 RT

LOWELL ST 512+55.73 20.0 RT 512+63.61 16.0 RT

LOWELL ST 517+66.85 22.0 LT 517+70.43 25.8 LT

LOWELL ST 517+27.28 52.6 RT 517+29.47 49.4 RT

LOWELL ST 517+28.57 37.4 RT 517+30.09 35.5 RT

LOWELL ST 517+82.38 32.1 RT 517+84.17 33.8 RT

LOWELL ST 517+84.33 37.3 RT 517+87.75 37.2 RT

INDEPENDENCE

GREENWAY EAST

223+67.06

5.0 RT/LT 223+69.56 6.8 RT/LT

INDEPENDENCE

GREENWAY EAST

223+66.09

21.0 RT 223+69.54 14.0 RT

INDEPENDENCE

GREENWAY EAST

223+66.41

16.1 LT 223+69.56 9.8 LT

INDEPENDENCE

GREENWAY EAST

223+93.56

7.3 RT/LT 225+95.56 5.0 RT/LT

INDEPENDENCE

GREENWAY EAST

223+93.56

10.6 RT 223+96.81 16.5 RT

INDEPENDENCE

GREENWAY EAST

223+93.56

10.0 RT 223+97.39 16.0 LT

A00802 - 19

ITEM 509. GRANITE TRANSITION CURB FOR PEDESTRIAN CURB

RAMPS - STRAIGHT

STREET PCR

STA.

OFFSET /

SIDE TO STA.

OFFSET /

SIDE

LOWELL ST PCR 1

512+29.9

7 46.8 RT

512+29.8

9 40.3 RT

LOWELL ST PCR 1

512+29.7

8 30.3 RT

512+29.7

0 23.9 RT

LOWELL ST PCR 2

512+53.8

9 40.0 RT

512+53.9

7 47.0 RT

LOWELL ST PCR 2

512+53.7

8 30.0 RT

512+53.7

3 26.1 RT

LOWELL ST PCR 3

511+85.5

3 51.2 RT

511+90.9

0 45.8 RT

LOWELL ST PCR 3

511+98.0

7 38.8 RT

512+02.7

2 34.3 RT

LOWELL ST PCR 6

511+76.9

5 22.3 LT

511+87.9

5 22.5 LT

LOWELL ST PCR 8

511+15.6

5 22.1 LT

511+21.9

7 22.0 LT

LOWELL ST PCR 9

517+47.9

4 17.0 RT

517+56.3

2 17.0 RT

LOWELL ST PCR 9

517+62.2

6 17.0 RT

517+68.6

9 17.0 RT

LOWELL ST PCR 10

517+47.6

0 21.3 LT 517+54.1

4 21.0 LT

LOWELL ST PCR 10

517+60.2

1 20.7 LT

517+60.8

6 20.7 LT

LOWELL ST PCR 11

517+87.7

5 34.8 RT 517+87.7

5 27.9 RT

LOWELL ST PCR 11

517+87.7

5 21.9 RT 517+87.7

5 20.0 RT

ITEM 509. 1 GRANITE TRANSITION CURB FOR PEDESTRIAN CURB

RAMPS - CURVED

STREET PCR

STA.

OFFSET /

SIDE TO STA.

OFFSET /

SIDE

LOWELL ST PCR 2 512+53.73 26.1 RT 512+55.73 20.0 RT

LOWELL ST PCR 7 511+62.49 30.4 LT 511+67.10 38.1 LT

LOWELL ST PCR 8 511+21.32 22.0 LT 511+26.05 26.0 LT

LOWELL ST PCR 10 517+60.21 20.6 LT 517+66.85 22.1 LT

LOWELL ST PCR 11 517+84.74 17.0 RT 517+87.69 19.9 RT

A00802 - 20

ITEM 510. GRANITE EDGING TYPE SA

STA.

OFFSET /

SIDE TO STA.

OFFSET /

SIDE

INDEPENDENCE

GREENWAY WEST 0+86.49 34.7 RT 1+09.86 24.6 RT

INDEPENDENCE

GREENWAY WEST 1+04.22 30.4 LT 1+20.38 35.4 LT

INDEPENDENCE

GREENWAY WEST 1+08.21 4.7 LT 1+48.15 3.3 LT

INDEPENDENCE

GREENWAY WEST 1+60.00 CENTER 1+78.07 0.5 RT

LOWELL ST 508+91.23 24.2 RT 511+00.24 114.1 RT

LOWELL ST 511+27.85 39.5 RT 511+32.83 38.8 RT

US ROUTE 1 (NB) 104+60.63 88.0 RT 106+70.61 89.8 RT

ITEM 510.1 GRANITE EDGING TYPE SA (RADIUS 10 FEET OR LESS)

STA.

OFFSET /

SIDE TO STA.

OFFSET /

SIDE

INDEPENDENCE

GREENWAY WEST +86.49 34.7 RT 1+09.86 24.6 RT

INDEPENDENCE

GREENWAY WEST 1+04.22 30.4 LT 1+20.38 35.4 LT

INDEPENDENCE

GREENWAY WEST 1+60.00 CENTER 1+78.07 0.5 RT

LOWELL ST 511+28.87 36.1 RT 511+31.74 36.1 RT

ITEM 580. CURB REMOVED AND RESET

Item for use to remove and reset curb along Lowell Street as required by the Engineer.

ITEM 582. CURB CORNER REMOVED AND RESET

OFFSET

/ SIDE

LOWELL ST 518+19.50 16.6 LT

ITEM 583. EDGING REMOVED AND RESET

STA.

OFFSET /

SIDE TO STA.

OFFSET /

US ROUTE 1 102+00.20 25.2 LT 104+91.05 16.8 LT

A00802 - 21

ITEM 594. CURB REMOVED AND DISCARDED

STA.

OFFSET /

SIDE

TO

STA.

OFFSET /

SIDE

LOWELL ST 511+64.0

5 22.4 LT

512+76.

25 21.9 LT

LOWELL ST 517+42.5

2 21.6 LT

517+73.

59 32.7 LT

LOWELL ST 516+49.7

2 14.3 RT

517+87.

75 34.9 RT

ITEM 597. EDGING REMOVED AND DISCARDED

STA.

OFFSET /

SIDE

TO

STA.

OFFSET /

SIDE

LOWELL ST 508+91.2

3 21.2 RT

511+00.

24 114.1 RT

LOWELL ST 511+27.8

5 39.5 RT

511+32.

83 39.8 RT

LOWELL ST 510+79.9

8 27.3 RT

511+05.

81 50.3 RT

LOWELL ST 511+48.6

2 26.9 RT

511+76.

76 24.7 RT

ITEM 620.13 GUARDRAIL, TL-3 (SINGLE FACED)

STA. TO STA.

OFFSET /

US ROUTE 1 102+60± 111+00± 36' - 53' LT

Item for use to replace existing guardrail which is determined by the Engineer to be unsuitable.

ITEM 621.13 GUARDRAIL, TL-3 (DOUBLE FACED)

STA.

OFFSET /

SIDE

TO

STA.

OFFSET /

SIDE

US ROUTE 1

103+97.1

8 36.9 RT

105+02

.36 46.4 RT

A00802 - 22

ITEM 627.1 TRAILING ANCHORAGE

STA. OFFSET/SIDE TO STA. OFFSET/SIDE

US ROUTE 1 103+29.42 35.2 LT 103+38.79 35.3 LT

US ROUTE 1 105+98.24 104.3 RT 106+07.61 104.3 RT

LOWELL ST 516+89.41 15.2 RT 516+98.69 15.6 RT

ITEM 628.22 TRANSITION TO RIGID BARRIER (SINGLE FACED)

STA OFFSET/SIDE TO STA OFFSET/SIDE

US ROUTE 1 103+38.79 35.3 LT 103+64.92 35.4 LT

US ROUTE 1 105+72.11 104.4 RT 105+98.24 104.3 RT

LOWELL ST 516+49.72 14.3 RT 516+89.41 15.2 RT

ITEM 628.305 TEMPORARY IMPACT ATTENUATOR, NON-

REDIRECTIVE, TL-3

STREET STA OFFSET SIDE

US ROUTE 1 512+30.41 18.0 RT

US ROUTE 1 102+80.43 90.7 RT

LOWELL ST 105+34.04 21.1 RT

ITEM 628.32 IMPACT ATTENUATOR FOR SHOULDER, CAPABLE OF

REDIRECTION

STA TO STA

OFFSET /

SIDE

US ROUTE 1 104+46.83 104+67.8 35.5 LT

US ROUTE 1 104+69.49 104+90.5 104.8 RT

LOWELL ST 512+77.15 512+94.2 14.8 RT

ITEM 628.4 TEMPORARY IMPACT ATTENUATOR, REMOVED AND RESET

LOWELL ST 512+30.41 18.0 RT

US ROUTE 1 102+80.43 90.7 RT

US ROUTE 1 105+34.04 21.1 RT

A00802 - 23

ITEM 629.2 PRECAST CONCRETE MEDIAN BARRIER – DOUBLE FACED

STA TO STA

OFFSET /

SIDE

US ROUTE 1 103+64.92 104+46.83 35.5 LT

US ROUTE 1 104+90.49 105+72.11 104.8 RT

ITEM 629.4 CAST-IN-PLACE CONCRETE MEDIAN BARRIER – DOUBLE

FACED

STA

OFFSET /

SIDE TO STA

OFFSET /

LOWELL ST 512+94.15 14.8 RT 516+55.61 15.3 RT

ITEM 630. HIGHWAY GUARD REMOVED AND REST

STA

OFFSET /

SIDE TO STA

OFFSET /

SIDE

US ROUTE 1 102+65.80 36.3 RT 103+97.18 36.9 RT

US ROUTE 1 105+02.36 46.4 RT 105+47.42 47.5 RT

US ROUTE 1 104+83.07 23.7 RT 105+58.06 24.5 RT

US ROUTE 1 107+64.97 50.3 RT 108+11.98 50.7 RT

US ROUTE 1 110+03.22 52.4 RT 110+53.22 52.8 RT

GREENWAY EAST 205+19.95 52.8 RT 207+49.43 43.6 RT

ITEM 630.2 HIGHWAY GUARD REMOVED AND DISCARDED

STA

OFFSET

/SIDE TO STA

OFFSET /

SIDE

INDEPENDENCE

GREENWAY LOWELL ST. 513+02.54 25.6 RT 513+41.05 26.2 RT

GREENWAY LOWELL ST. 515+60.48 25.8 RT 516+11.74 24.9 RT

ITEM 645.048 48 INCH CHAIN LINK FENCE (PIPE TOP RAIL)

(LINE POST OPTION)

STA

OFFSET /

SIDE TO STA

OFFSET /

LOWELL ST 512+94.15 14.8 RT 516+55.61 15.3 RT

A00802 - 24

ITEM 645.072 72 INCH CHAIN LINK FENCE (PIPE TOP RAIL)

STA

OFFSET /

SIDE TO STA

OFFSET /

SIDE

INDEPENDENCE

GREENWAY WEST 21+24.59 10.5 RT 22+10.30 10.5 RT

INDEPENDENCE

GREENWAY EAST 200+40.70 9.6 LT 213+82.30 9.1 LT

INDEPENDENCE

GREENWAY EAST 200+13.31 102.0 RT 212+56.20 11.0 RT

US ROUTE 1 103+97.18 36.9 RT 105+02.36 46.4 RT

ITEM 645.096 96 INCH CHAIN LINK FENCE (PIPE TOP RAIL)

STA

OFFSET /

SIDE TO STA

OFFSET /

SIDE

GREENWAY WEST 28+83.30 18.3 RT 30+64.26 13.7 RT

ITEM 652.048 48 INCH CHAINLINK FENCE END POST

LOWELL ST 512+94.15 14.9 RT

LOWELL ST 516+55.61 15.4 RT

ITEM 652.072 72 INCH CHAINLINK FENCE END POST

GREENWAY WEST 21+24.59 10.5 RT

INDEPENDENCE

GREENWAY WEST 22+10.30 10.5 RT

US ROUTE 1 103+97.18 36.9 RT

US ROUTE 1 36.94 RT 46.4 RT

INDEPENDENCE

GREENWAY EAST 200+40.70 9.6 LT

INDEPENDENCE

GREENWAY EAST 213+82.30 9.1 LT

INDEPENDENCE

GREENWAY EAST 200+13.31 11.0 RT

GREENWAY EAST 212+56.20 11.0 RT

A00802 - 25

ITEM 652.096 96 INCH CHAINLINK FENCE END POST

GREENWAY WEST 28+83.30 18.3 RT

GREENWAY WEST 30+64.26 13.7 RT

ITEM 653.072 72 INCH CHAINLINK FENCE CORNER OR INTERMEDIATE

BRACE POST

GREENWAY EAST 203+40.54 16.4 LT

INDEPENDENCE

GREENWAY EAST 203+51.45 40.4 LT

INDEPENDENCE

GREENWAY EAST 204+42.16 23.2 LT

INDEPENDENCE

GREENWAY EAST 205+86.10 23.5 LT

INDEPENDENCE

GREENWAY EAST 211+75.49 11.0 RT

INDEPENDENCE

GREENWAY EAST 212+05.24 16.9 LT

GREENWAY EAST 212+55.53 12.7 LT

ITEM 655.042 42 INCH WOOD RAIL FENCE

STA TO STA SIDE

INDEPENDENCE

GREENWAY WEST 15+50.00 9.00 LT 18+50.00 9.00 LT

INDEPENDENCE

GREENWAY WEST 15+50.00 9.00 RT 25+60.00 9.00 RT

INDEPENDENCE

GREENWAY WEST 21+78.46 9.00 LT 25+60.00 9.00 LT

INDEPENDENCE

GREENWAY WEST 30+35.95

6.00

LT/RT 32+67.92

6.00

LT/RT

GREENWAY WEST 34+78.00 9.00 LT 35+02.00 9.00 LT

A00802 - 26

ITEM 655.042 (Continued)

GREENWAY WEST 33+03.00

9.00

LT/RT 34+78.00

9.00

LT/RT

INDEPENDENCE

GREENWAY

LOWELL ST. 511+77.70

92.49

RT 512+27.13

67.84

RT

INDEPENDENCE

GREENWAY

LOWELL ST. 517+22.00

35.19

RT 517+83.00

30.87

RT

INDEPENDENCE

GREENWAY EAST 200+30.00

10.17

RT 200+99.73

20.76

RT

INDEPENDENCE

GREENWAY EAST 200+51.86 9.00 LT 204+50.00 9.00 LT

INDEPENDENCE

GREENWAY EAST 209+69.25 10.00 LT 212+00.00 10.00 LT

INDEPENDENCE

GREENWAY EAST 213+49.96

8.00

LT/RT 213+86.32

6.00

LT/RT

INDEPENDENCE

GREENWAY EAST 215+70.07

6.00

LT/RT 217+00.00

10.50

LT/RT

ITEM 657.1 TEMPORARY FENCE WITH PRIVACY SCREEN

STA TO STA SIDE

INDEPENDENCE

GREENWAY WEST +97.00 8+30.00

32'

LT/RT

(MAX)

INDEPENDENCE

GREENWAY WEST 29+00.00 35+00.00

42' LT

(MAX)

INDEPENDENCE

GREENWAY WEST 29+00.00 35+00.00

20' RT

(MAX)

INDEPENDENCE

GREENWAY EAST 215+50.00 223+50.00

49' RT

(MAX)

A00802 - 27

ITEM 666. CHAIN LINK FENCE REMOVED AND RESET

STA TO STA SIDE

INDEPENDENCE

GREENWAY WEST 22+60.00 23+10.00 RT

INDEPENDENCE

GREENWAY WEST 25+94.50 26+09.50 RT

US ROUTE 1 102+65.80 103+97.18 RT

US ROUTE 1 105+02.36 105+47.42 47.50 RT

US ROUTE 1 104+83.07 105+58.06 24.48 RT

US ROUTE 1 107+64.97 108+11.98 50.72 RT

US ROUTE 1 110+03.22 110+53.22 52.75 RT

GREENWAY WEST 30+82.33 31+33.80 RT

ITEM 670. FENCE REMOVED AND RESET

Item includes contingency for use to remove and reset existing fencing as required by the Engineer.

ITEM 697.1 SILT SACK

STRUCTURE STREET STATION OFFSET

9 LOWELL ST 513+00.10 11.9 RT

INDEPENDENCE

GREENWAY WEST 6+00.00 6.4 RT

9 LOWELL ST 513+00.10 11.9 RT

12 LOWELL ST 514+50.00 11.5 RT

37 LOWELL ST 513+22.20 86.7 RT

EX CB US ROUTE 1 104+46.16 14.44 LT

EX CB US ROUTE 1 105+59.23 86.47 RT

EX CB LOWELL ST 514+25.23 23.89 RT

EX CB LOWELL ST 517+10.03 21.76 LT

EX CB

INDEPENDENCE

GREENWAY EAST 206+94.65 45.38 RT

EX CB LOWELL ST 512+32.19 14.06 RT

EX CB LOWELL ST 512+53.08 23.5 RT

Item includes contingency for use to replace silt sacks as required by the Engineer.

FROM

STA TO STA SIDE

GREENWAY WEST 24+75.00 25+75.00 26.5 LT

A00802 - 28

ITEM 701. CEMENT CONCRETE SIDEWALK

STA TO STA

OFFSET

/ SIDE

INDEPENDENCE

GREENWAY

LOWELL ST.

101+57.89 102+07.33 CENTER

LOWELL ST 516+97.15 518+87.26 28.7 RT

LOWELL ST 510+53.92 511+05.38 14.00 RT

ITEM 701.2 CEMENT CONCRETE PEDESTRIAN CURB RAMP

STREET PCR STA OFFSET / SIDE

LOWELL ST PCR 1 512+29.84 35.30 RT

LOWELL ST PCR 2 512+53.83 35.02 RT

LOWELL ST PCR 3 511+94.48 42.30 RT

LOWELL ST PCR 4 & 5 511+80.49 28.01' - 14.00' RT

LOWELL ST PCR 6 & 7 511+62.47 27.54' - 22.30' RT

LOWELL ST PCR 8 511+26.00 28.08 LT

LOWELL ST PCR 9 517+59.29 17.51 RT

LOWELL ST PCR 10 517+57.21 21.30 LT

LOWELL ST PCR 11 517+87.73 24.86 RT

LOWELL ST PCR 12 518+17.96 21.92 RT

INDEPENDENCE

GREENWAY EAST PCR 13 223+69.56 0.07 LT

GREENWAY EAST PCR 14 223+93.56 CENTER

ITEM 702. HOT MIX ASPHALT SIDEWALK OR DRIVEWAY

STA TO STA OFFSET / SIDE

INDEPENDENCE

GREENWAY WEST 32+69.62 32+93.62 CENTER

INDEPENDENCE

GREENWAY

LOWELL ST. 102+08.33 102+30.33 CENTER

LOWELL ST 511+22.56 511+64.44 35.10 RT

US ROUTE 1 (SB) 102+00.27 104+99.34 25.30' - 21.18 LT

US ROUTE 1 (NB) 104+55.95 106+77.68 88.01' - 95.92' RT

PEABODY ROAD 701+01.03 702+55.55 18.16' - 25.32' LT

PEABODY ROAD 701+09.05 702+91.20 20.59' - 25.61' RT

A00802 - 29

ITEM 707.12 BENCH – 6 FEET

STA

TO

STA SIDE

INDEPENDENCE

GREENWAY WEST 1+16 71.5 LT

INDEPENDENCE

GREENWAY WEST 1+51 30.0 LT

INDEPENDENCE

GREENWAY WEST 1+98 11.7 LT

INDEPENDENCE

GREENWAY WEST 21+37 7.8 LT

INDEPENDENCE

GREENWAY WEST 21+49 7.8 LT

LOWELL ST 516+61 33.3 RT

ITEM 707.2 TRASH RECEPTACLE

STA OFFSET SIDE

GREENWAY WEST 0+90 59.9 LT

ITEM 716.3 INTERPRETIVE SIGN

STA OFFSET SIDE

INDEPENDENCE

GREENWAY WEST 0+91 67.22 LT

GREENWAY WEST 7+46 12.24 LT

ITEM 767.121 SEDIMENT CONTROL BARRIER

STA.

OFFSET

/ SIDE

TO

STA.

OFFSET

/ SIDE

INDEPENDENCE

GREENWAY WEST 0+53±

104.96

RT 6+11± 14.74 RT

INDEPENDENCE

GREENWAY WEST 4+61± 10.95 LT 6+40± 23.14 LT

GREENWAY WEST 6+62± 26.34 LT 20+07± 29.06 LT

A00802 - 30

ITEM 767.121 (Continued)

GREENWAY WEST 9+34± 14.16 RT 11+99± 32.61 RT

INDEPENDENCE

GREENWAY WEST 12+18± 32.57 RT 25+80± 26.56 RT

LOWELL ST 515+66± 32.47 RT 516+83± 47.32 RT

INDEPENDENCE

GREENWAY EAST 200+24± 20.19 RT 213+95± 14.29 RT

INDEPENDENCE

GREENWAY EAST 202+72± 18.80 LT 208+02± 22.66 LT

INDEPENDENCE

GREENWAY EAST 203+44± 33.85 LT 206+76± 34.33 LT

INDEPENDENCE

GREENWAY EAST 207+46± 33.85 LT 214+00± 10.97 LT

INDEPENDENCE

GREENWAY EAST 215+53± 9.76 RT 223+55± 16.02 RT

INDEPENDENCE

GREENWAY EAST 215+59± 13.81 LT 223+51± 80.38 LT

INDEPENDENCE

GREENWAY EAST 224+32±

105.68

LT 224+28± 6.81 LT

GREENWAY EAST 224+07± 7.17 RT 224+18± 68.42 RT

ITEM 801.42 4 INCH ELECTRICAL CONDUIT – TYPE NM (DOUBLE)

STA

TO

STA SIDE

FROM

STR

TO

STR

US ROUTE 1 102+74.56 106+39.62

120.97 RT/94.66

RT UPL-4 UPL-80

US ROUTE 1 106+33.29 105+68.84

94.62 RT/144.63

RT UPL-5

PLMP

HH

US ROUTE 1 105+68.84 107+62.42

144.63

RT/205.85 RT

PMLP

HH

UPL-79-

LOWELL ST 517+61.33 517+37.90

76.99 LT/30.66

RT

UPL-

153-1 HH

LOWELL ST 517+37.90 517+26.44

30.66 RT/28.45

RT HH EHH

A00802 - 31

ITEM 801.44 4 INCH ELECTRICAL CONDUIT – TYPE NM (4 BANK)

STA

TO

STR

TO

STR

US ROUTE 1 102+91.64 106+39.62

118.75 RT/94.66

RT UPL-77 UPL-80

US ROUTE 1 101+56.15 102+66.87

55.21 LT/13.52

LT UPL-1

COMM

MH

US ROUTE 1 102+66.87 105+98.37

13.52 LT/25.62

LT

COMM

MH

UPL-

ITEM 801.46 4 INCH ELECTRICAL CONDUIT – TYPE NM (6 BANK)

STREET FROM STA TO STA OFFSET / SIDE

STR

TO

STR

102+37.10 102+37.10 104+83.78 54.91 LT/25.37 LT

UPL-

318 UPL-3

ITEM 801.62 6 INCH ELECTRICAL CONDUIT – TYPE NM (DOUBLE)

STA

TO

STA OFFSET / SIDE

FROM

STR TO STR

INDEPENDENCE

GREENWAY WEST 24+96.88 25+78.88 19.42 LT/12.11

LT UPL-53 PLMP HH

INDEPENDENCE

GREENWAY WEST 25+78.88 26+07.73 12.11 LT/48.35

RT PLMP HH SWITCH

GEAR

INDEPENDENCE

GREENWAY WEST 26+07.73 25+57.72 48.35 RT/103.56

RT

SWITCH

GEAR UPL-2

INDEPENDENCE

GREENWAY WEST 26+07.73 27+60.33 48.35 RT/48.62

LT

SWITCH

GEAR UPL-320

A00802 - 32

ITEM 804.3 3 INCH ELECTRICAL CONDUIT – TYPE NM – PLASTIC –(UL)

STA

OFFSET

/ SIDE TO STA

OFFSET

/ SIDE TO / FROM

511+10 28.0 LT 511+14 29.8 LT

HH - MAST

ARM

LOWELL ST 511+10 27.2 LT 511+80 30.0 LT HH - HH

511+68 33.5 LT 511+80 31.3 LT

PROP POLE -

HH

511+78 27.0 LT 511+80 29.4 LT

HH

LOWELL ST 511+82 29.4 LT 511+82 15.0 RT HH - HH

LOWELL ST 511+70 30.1 RT 511+82 16.9 RT HH - HH

511+65 15.9 RT 511+69 30.5 RT

511+69 31.3 RT 511+73 31.3 RT

HH - PROP

POLE

LOWELL ST 511+69 32.1 RT 511+96 47.2 RT HH - HH

511+97 47.3 RT 512+06 44.4 RT

POLE

511+93 53.5 RT 511+96 48.5 RT

CABINET -

511+92 54.9 RT 512+23 52.7 RT

CABINET -

UPL-6

517+56 31.5 RT 517+69 18.9 RT

517+70 19.8 RT 517+74 28.9 RT

POLE

LOWELL ST 517+71 18.7 RT 518+20 18.8 RT HH - HH

ITEM 806.2 2 INCH ELECTRICAL CONDUIT – TYPE RM – GALVANIZED STEEL

STREET STA

/ SIDE STRUCTURE

US ROUTE 1 105+62.87

152.31

RT UPL 79-1

US ROUTE 1 105+62.87

152.31

RT UPL 79-1

A00802 - 33

ITEM 806.4 4 INCH ELECTRICAL CONDUIT – TYPE RM – GALVANIZED

STEEL

/ SIDE STRUCTURE

US ROUTE 1 101+56.15 55.21 LT UPL-1

US ROUTE 1 101+56.15 55.21 LT UPL-1

US ROUTE 1 102+37.10 54.91 LT UPL-1318

US ROUTE 1 102+37.10 54.91 LT UPL-1318

US ROUTE 1 102+37.10 54.91 LT UPL-1318

US ROUTE 1 104+83.78 25.37 LT UPL-3

US ROUTE 1 104+83.78 25.37 LT UPL-3

US ROUTE 1 104+83.78 25.37 LT UPL-3

US ROUTE 1 105+98.37 25.60 LT UPL-321

US ROUTE 1 105+98.37 25.60 LT UPL-321

US ROUTE 1 102+74.56

120.97

RT UPL-4

US ROUTE 1 102+74.56

120.97

RT UPL-4

US ROUTE 1 102+91.64

118.92

RT UPL-77

US ROUTE 1 106+39.62 94.66 RT UPL-80

US ROUTE 1 106+39.62 94.66 RT UPL-80

US ROUTE 1 106+62.42

205.85

RT UPL 79-2

US ROUTE 1 106+62.42

205.85

RT UPL 79-2

US ROUTE 1 106+33.29 94.62 RT UPL-5

US ROUTE 1 106+33.29 94.62 RT UPL-5

LOWELL ST 517+61.33 76.99 LT UPL-153-1

LOWELL ST 517+61.33 76.99 LT UPL-153-1

ITEM 806.6 6 INCH ELECTRICAL CONDUIT – TYPE

RM – GALVANIZED STEEL

/ SIDE STRUCTURE

US ROUTE 1 102+16.97 54.98 LT UPL-2

US ROUTE 1 102+16.97 54.98 LT UPL-2

US ROUTE 1 104+68.92 25.42 LT UPL-320

US ROUTE 1 104+68.92 25.42 LT UPL-320

A00802 - 34

ITEM 811.10 ELECTRICAL MANHOLE – SD2.010

US ROUTE 1 102+66.87 13.52 LT

ITEM 811.201 ELECTRICAL HANDHOLE – 6FT X 4FT (PLMP - PRIMARY)

/ SIDE

GREENWAY WEST 25+78.88 11.93 LT

ITEM 811.202 ELECTRICAL HANDHOLE – 3FT X 2FT (PLMP - SECONDARY)

/ SIDE

INDEPENDENCE

GREENWAY WEST 105+68.84

144.63

ITEM 811.203 ELECTRICAL HANDHOLE – 3FT X 3FT (VERIZON)

/ SIDE

US ROUTE 1 106+44.11

96.41'

ITEM 811.24 ELECTRICAL HANDHOLE – SD2.024

STREET STA OFFSET

LOWELL ST 517+37.90 30.66 RT

ITEM 811.30 PULL BOX 8 X 23 INCHES - SD2.030

LOWELL ST 511+81.00 30.30 LT

A00802 - 35

ITEM 811.31 PULL BOX 12 X 12 INCHES - SD2.031

LOWELL ST 511+10.00 27.20 LT

LOWELL ST 511+69.00 31.60 RT

LOWELL ST 511+82.00 16.00 RT

LOWELL ST 517+70.00 18.90 RT

ITEM 811.37 ELECTRICAL HANDHOLE ADJUSTED

STREET STA SIDE

INDEPENDENCE GREENWAY

LOWELL ST. 101+70 8.5 LT

INDEPENDENCE GREENWAY

LOWELL ST. 105+90 7.3 RT

INDEPENDENCE GREENWAY

LOWELL ST. 105+90 7.3 RT

INDEPENDENCE GREENWAY

LOWELL ST. 106+04 13.2 RT

INDEPENDENCE GREENWAY

LOWELL ST. 106+04 13.2 RT

INDEPENDENCE GREENWAY

LOWELL ST. 106+21 11.8 RT

INDEPENDENCE GREENWAY

LOWELL ST. 106+04 13.2 RT

INDEPENDENCE GREENWAY

LOWELL ST. 107+07 6.1 LT

INDEPENDENCE GREENWAY

LOWELL ST. 107+09 0.3 RT

LOWELL ST 517+62 27.7 LT

INDEPENDENCE GREENWAY

LOWELL ST. 108+01 2.3 LT

ITEM 812.5 CONCRETE SWITCHGEAR MANHOLE AND

CONCRETE COLLAR (PMLP)

US ROUTE 1 102+89.90 59.04 LT

A00802 - 36

ITEM 813.83 FIRE ALARM SERVICE CONNECTION

STREET

FROM

STA

TO

STA SIDE

CABLE - - -

US ROUTE 1 102+37.10 104+83.78

54.91 LT/25.37

LT

TERMINAL BOX - - -

US ROUTE 1 102+37.10 104+83.78

54.91 LT/25.37

LT

RISERS - - -

US ROUTE 1 102+37.10 104+83.78

54.91 LT/25.37

LT

ITEM 824.11 SOLAR POWERED PEDESTRIAN FLASHING BEACON

/ SIDE

INDEPENDENCE

GREENWAY EAST 223+65.28 10.41 RT

GREENWAY EAST 223+98.93 10.37 LT

ITEM 828.06 OVERHEAD GUIDE SIGN AND SUPPORT (OD-1)

REMOVED AND RESET

US ROUTE 1 110+10.77 42.1 RT

ITEM 829. ROADSIDE GUIDE SIGN (G) - ALUMINUM PANEL (TYPE B)

STREET STA SIDE SIZE DESIGNATION

US ROUTE 1 101+65.07 42.1 RT 90X60 G-1

ITEM 829.01 ROADSIDE GUIDE SIGN (MA-D1-XX) - ALUMINUM

PANEL (TYPE B)

LOWELL ST 510+75.90 19.9 RT 66X72 MA-D1-6-1a LOWELL ST 510+75.90 19.9 RT 66X72 MA-D1-6-1b

A00802 - 37

ITEM 829.06 ROADSIDE GUIDE SIGN AND SUPPORT REMOVED

AND DISCARDED

LOCATION STA OFFSET SIDE

LOWELL ST 510+57.50 50.14 RT

ITEM 832. WARNING-REGULATORY AND ROUTE MARKER –

ALUMINUM PANEL (TYPE A)

GREENWAY EAST 200+14.74 12.38 LT 18x18 R1-1 (B)

INDEPENDENCE

GREENWAY EAST 200+92.72 11.47 LT 18X18 W1-10L

INDEPENDENCE

GREENWAY EAST 223+51.24 12.61 RT 18X18 R1-1 (B)

INDEPENDENCE

GREENWAY EAST 223+51.24 12.61 RT 24X24 R5-3

INDEPENDENCE

GREENWAY EAST 223+56.11 11.21 LT 24X24 R5-3

INDEPENDENCE

GREENWAY EAST 223+64.34 27.14 RT 12X18 R7-1R

INDEPENDENCE

GREENWAY EAST 223+64.11 27.06 LT 12X18 R7-1L

INDEPENDENCE

GREENWAY EAST 224+00.47 27.43 RT 12X18 R7-1L

INDEPENDENCE

GREENWAY EAST 224+00.03 26.98 LT 12X18 R7-1R

INDEPENDENCE

GREENWAY EAST 223+65.28 10.41 RT 30X30 W11-15

INDEPENDENCE

GREENWAY EAST 223+65.28 10.41 RT 24X12 W16-7pL/R

INDEPENDENCE

GREENWAY EAST 223+98.93 10.37 LT 30X30 W11-15

INDEPENDENCE

GREENWAY EAST 223+98.93 10.37 LT 24X12 W16-7pL/R

INDEPENDENCE

GREENWAY WEST +50.12 99.94 RT 18X18 W2-6

INDEPENDENCE

GREENWAY WEST +81.58 69.81 RT 36X12 D1-2b-2

INDEPENDENCE

GREENWAY WEST +83.45 7.65 RT 36X6 D1-1b-3

GREENWAY WEST +83.45 7.65 RT 12X18 R5-1b

A00802 - 38

ITEM 832. (CONTINUED)

GREENWAY WEST +93.16 122.33

LT 18X18 W2-6

INDEPENDENCE

GREENWAY WEST +90.68 25.15 LT 18X9 R1-2 (B)

INDEPENDENCE

GREENWAY WEST +93.08 98.15 LT 36X12 D1-2b-3

INDEPENDENCE

GREENWAY WEST 1+13.17 10.07 LT 18X12 R6-1R (B)

INDEPENDENCE

GREENWAY WEST 1+17.34 43.45 RT 18X9 R1-2 (B)

INDEPENDENCE

GREENWAY WEST 1+25.08 13.06 RT 18X12 R6-1R (B)

INDEPENDENCE

GREENWAY WEST 1+34.56 50.03 LT 36X6 D1-1b-2

INDEPENDENCE

GREENWAY WEST 1+34.56 50.03 LT 12X18 R5-1b

INDEPENDENCE

GREENWAY WEST 1+42.53 11.24 LT 18X12 R6-1R (B)

INDEPENDENCE

GREENWAY WEST 1+67.44 24.89 RT 36X6 D1-1b-4

INDEPENDENCE

GREENWAY WEST 1+67.44 24.89 RT 12X18 R5-1b

INDEPENDENCE

GREENWAY WEST 1+71.77 23.95 LT 18X9 R1-2 (B)

INDEPENDENCE

GREENWAY WEST 2+37.50 13.5 LT 36X12 D1-2b-1

INDEPENDENCE

GREENWAY WEST 2+99.52 13.5 LT 18X18 W2-6

INDEPENDENCE

GREENWAY WEST 26+89.10 11.62 LT 12X36 OM-3R

INDEPENDENCE

GREENWAY WEST 29+08.47 9.31 RT 12X36 OM-3R

INDEPENDENCE

GREENWAY WEST 32+53.76 8.59 LT 24X24 R5-3

INDEPENDENCE

GREENWAY WEST 32+53.75 8.59 RT 24X24 R5-3

INDEPENDENCE

GREENWAY WEST 32+62.03 9.25 LT 12X18 R7-1L

INDEPENDENCE

GREENWAY WEST 33+01.62 9.98 LT 12X18 R7-1R

GREENWAY WEST 33+04.92 8.59 LT 24X24 R5-3

A00802 - 39

ITEM 832. (CONTINUED)

GREENWAY WEST 33+04.91 8.59 RT 24X24 R5-3

INDEPENDENCE

GREENWAY WEST 34+87.27 10.00 RT 36X12 D1-2b-6

INDEPENDENCE

GREENWAY WEST 35+06.42 20.03 LT 36X12 D1-2b-5

INDEPENDENCE

GREENWAY WEST 35+06.42 20.03 LT 36X12 D1-2b-4

INDEPENDENCE

GREENWAY WEST 35+14.04 13.27 RT 18X18 R1-1 (B)

LOWELL ST 504+97.21 35.11 RT 30X30 R3-7

LOWELL ST 506+56.39 31.78 RT 30X30 R3-7

LOWELL ST 509+05.65 26.00 RT 30X30 R3-7

LOWELL ST 510+63.64 17.00 RT 24X24 OM1-1

LOWELL ST 511+03.28 35.25 RT 36X18 R1-2 (M)

LOWELL ST 511+13.65 29.70 RT 9X15 R10-3eR LOWELL ST 511+15.69 30.20 LT 30X36 R10-11a

LOWELL ST 511+50.63 59.81 RT 24X24 OM1-1

LOWELL ST 511+32.26 188.64

RT 36X24 R5-1a

LOWELL ST 511+03.85 179.19

RT 42X30 R5-1a

LOWELL ST 511+64.64 15.04 RT 9X15 R10-3eR LOWELL ST 511+67.80 33.85 LT 9X15 R10-3eL LOWELL ST 511+74.53 31.31 RT 9X15 R10-3eL LOWELL ST 511+78.01 26.05 LT 9X15 R10-3eR LOWELL ST 512+03.84 44.60 RT 30X36 R10-11a LOWELL ST 512+05.47 44.21 RT 9X15 R10-3eL LOWELL ST 512+38.74 46.76 LT 36X12 D1-2b-8 LOWELL ST 512+41.27 35.63 LT 36X6 D1-1b-1

LOWELL ST 512+57.21 45.06 RT 30X30 R1-1(M)

LOWELL ST 512+57.21 45.06 RT 24X24 R3-2

LOWELL ST 515+52.25 27.37 RT 30X30 R3-8d LOWELL ST 516+17.53 29.31 RT 18X18 W1-10bR LOWELL ST 517+55.11 32.02 RT 9X15 R10-3eR LOWELL ST 517+65.95 34.96 LT 9X15 R10-3eL LOWELL ST 517+73.83 29.50 RT 9X15 R10-3eL LOWELL ST 518+24.28 24.83 RT 9X15 R10-3eR

ITEM 841.91 SUPPORT FOR GUIDE SIGN (MA-D1-6-1A/MA-D1-6-1B) STEEL

STREET STATION OFFSET

LOWELL ST 510+75.90 19.88 RT

A00802 - 40

ITEM 844.101 SUPPORTS FOR GUIDE SIGN (G1) STEEL

STREET STATION OFFSET

US ROUTE 1 101+65.07 42.1 RT

ITEM 847.1 SIGN SUP (N/GUIDE)+RTE MKR W/1 BRKWAY POST

ASSEMBLY - STEEL

STREET STATION OFFSET DESIGNATION

GREENWAY EAST 200+14.74 12.38 LT R1-1 (B)

INDEPENDENCE

GREENWAY EAST 200+92.72 11.47 LT W1-10L

INDEPENDENCE

GREENWAY EAST 223+51.24 12.61 RT R1-1 (B)

INDEPENDENCE

GREENWAY EAST 223+56.11 11.21 RT R5-3

INDEPENDENCE

GREENWAY EAST 223+64.34 27.14 RT R7-1R

INDEPENDENCE

GREENWAY EAST 223+64.11 27.06 LT R7-1L

INDEPENDENCE

GREENWAY EAST 224+00.47 27.43 RT R7-1L

INDEPENDENCE

GREENWAY EAST 224+00.03 26.98 LT R7-1R

INDEPENDENCE

GREENWAY WEST 0+50.12 99.94 RT W2-6

INDEPENDENCE

GREENWAY WEST 0+81.58 69.81 RT D1-2b-2

INDEPENDENCE

GREENWAY WEST 0+83.45 7.65 RT D1-1b-3

INDEPENDENCE

GREENWAY WEST 0+93.08 98.15 LT D1-2b-3

INDEPENDENCE

GREENWAY WEST 0+93.16 122.33 LT W2-6

INDEPENDENCE

GREENWAY WEST 0+90.68 25.15 LT R1-2 (B)

INDEPENDENCE

GREENWAY WEST 1+17.34 43.45 RT R1-2 (B)

INDEPENDENCE

GREENWAY WEST 1+13.17 10.07 LT R6-1R (B)

GREENWAY WEST 1+25.08 13.06 RT R6-1R (B)

A00802 - 41

ITEM 847.1 (CONTINUED)

GREENWAY WEST 1+34.56 50.03 LT D1-1b-2

INDEPENDENCE

GREENWAY WEST 1+42.53 11.24 LT R6-1R (B)

INDEPENDENCE

GREENWAY WEST 1+67.44 24.89 RT D1-1b-4

INDEPENDENCE

GREENWAY WEST 1+71.77 23.95 LT R1-2 (B)

INDEPENDENCE

GREENWAY WEST 2+37.50 13.5 LT D1-2b-1

INDEPENDENCE

GREENWAY WEST 2+99.52 13.5 LT W2-6

INDEPENDENCE

GREENWAY WEST 26+89.10 11.62 LT OM-3R

INDEPENDENCE

GREENWAY WEST 29+08.47 9.31 RT OM-3R

INDEPENDENCE

GREENWAY WEST 32+53.76 8.59 LT R5-3

INDEPENDENCE

GREENWAY WEST 32+53.75 8.59 RT R5-3

INDEPENDENCE

GREENWAY WEST 32+62.03 9.25 LT R7-1L

INDEPENDENCE

GREENWAY WEST 33+01.62 9.98 LT R7-1R

INDEPENDENCE

GREENWAY WEST 33+04.92 8.59 LT R5-3

INDEPENDENCE

GREENWAY WEST 33+04.91 8.59 RT R5-3

INDEPENDENCE

GREENWAY WEST 34+87.27 10.00 RT D1-2b-6

INDEPENDENCE

GREENWAY WEST 35+06.42 20.03 LT D1-2b-5

INDEPENDENCE

GREENWAY WEST 35+14.04 13.27 RT R1-1 (B)

LOWELL ST 504+97.21 35.11 RT R3-7

LOWELL ST 506+56.39 31.78 RT R3-7

LOWELL ST 509+05.65 26.00 RT R3-7

LOWELL ST 510+63.64 17.00 RT OM1-1

LOWELL ST 511+03.28 35.25 RT R1-2 (M)

LOWELL ST 511+50.63 59.81 RT OM1-1

LOWELL ST 511+32.26 188.64 RT R5-1a LOWELL ST 511+03.85 179.19 RT R5-1a LOWELL ST 511+03.85 179.19 RT R5-1a LOWELL ST 512+38.74 46.76 LT D1-2b-8

A00802 - 42

ITEM 847.1 (CONTINUED)

LOWELL ST 512+41.27 35.63 LT D1-1b-1 LOWELL ST 512+57.21 45.06 rt R3-2 LOWELL ST 515+52.25 27.37 RT R3-8d LOWELL ST 516+17.53 29.31 RT W1-10bR

ITEM 854.016 TEMPORARY PAVING MARKINGS – 6 INCH (PAINTED)

STA

TO

STA SIDE

US ROUTE 1 101+98.84 5.4 RT 116+78.82

US ROUTE 1 92+93.53

156.4

RT 106+20.00

LOWELL ST 512+25.00 12.4 RT 517+50.00

ITEM 854.1 PAVEMENT MARKING REMOVAL

STA

TO

STA SIDE

US ROUTE 1 101+98.84 5.4 RT 116+78.82 25.4 RT

US ROUTE 1 92+93.53

156.4

RT 106+20.00 65.7 RT

LOWELL ST 512+25.00 12.4 RT 517+50.00 6.7 RT

LOWELL ST 516+67.00 4.5 RT 517+35.12 2.0 RT

ITEM 864.04 PAVEMENT ARROWS AND LEGENDS REFLECTORIZED

WHITE (THERMOPLASTIC)

/ SIDE LEGEND

LOWELL ST 505+42.42 21.4 RT RT ARROW

LOWELL ST 506+98.03 17.4 RT RT ARROW

LOWELL ST 508+49.48 16.8 RT RT ARROW

LOWELL ST 510+02.83 17.2 RT RT ARROW

LOWELL ST 511+40.56 41.2 RT TL ARROW

LOWELL ST 511+18.48 186.4 RT WRONG

WAY

LOWELL ST 512+19.51 2.9 LT LT ARROW

LOWELL ST 512+35.48 47.3 RT ARROW

LOWELL ST 512+49.06 51.5 RT RT ARROW

LOWELL ST 513+66.84 2.2 LT LT ARROW

A00802 - 43

ITEM 864.04 (Continued)

LOWELL ST 514+72.98 2.2 LT LT ARROW

LOWELL ST 515+89.00 4.3 LT LT ARROW

LOWELL ST 516+38.32 5.4 LT LT ARROW

LOWELL ST 517+20.93 3.7 LT LT ARROW

LOWELL ST 510+93.94 44.5 RT YIELD LINE

ITEM 864.21 LEGENDS FOR BIKE FACILITIES (PF)

/ SIDE LEGEND

INDEPENDENCE

GREENWAY WEST 34+25.65 2.5 RT STOP

INDEPENDENCE

GREENWAY WEST 34+48.08 2.5 RT AHEAD

INDEPENDENCE

GREENWAY EAST 200+66.54 3 LT AHEAD

INDEPENDENCE

GREENWAY EAST 200+88.83 3 LT STOP

INDEPENDENCE

GREENWAY EAST 222+84.58 2.8 RT STOP

GREENWAY EAST 223+07.20 2.8 RT AHEAD

ITEM 864.22 SYMBOLS FOR BIKE FACILITIES (PF)

/ SIDE LEGEND

INDEPENDENCE

GREENWAY WEST 0+98.19 24.2 LT YIELD

INDEPENDENCE

GREENWAY WEST 1+11.04 32 RT YIELD

GREENWAY WEST 1+66.60 12.2 LT YIELD

A00802 - 44

ITEM 866.106 6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)

STA

OFFSET

/ SIDE TO STA

OFFSET

/ SIDE

LOWELL ST 508+46.98 20.7 LT 511+20.32 20.8 LT

LOWELL ST 508+46.98 11.5 LT 50971.78 10.3 LT

LOWELL ST 508+48.10 22.5 RT 510+98.73 131.1 RT

LOWELL ST 510+55.00 12.0 RT 511+08.00 12.0 RT

LOWELL ST 511+08.00 12.0 RT 511+08.00 46.6 RT

LOWELL ST 511+46.19 66.3 RT 511+47.77 13.0 RT

LOWELL ST 511+47.77 13.0 RT 511+61.74 12.00 RT

LOWELL ST 511+53.07 66.2 RT 511+74.74 36.4 RT

LOWELL ST 511+58.51 91.7 RT 511+85.92 47.9 RT

LOWELL ST 511+81.74 12.0 RT 511+99.76 12.0 RT

LOWELL ST 511+89.06 22.4 RT 511+99.76 12.0 RT

LOWELL ST 511+92.95 21.4 LT 515+67.45 23.1 LT

LOWELL ST 511+92.88 10.4 LT 514+08.76 9.8 LT

LOWELL ST 512+00.24 33.9 RT 512+25.91 19.1 RT

LOWELL ST 512+62.30 12.9 RT 517+49.32 15.0 RT

LOWELL ST 514+19.77 9.8 LT 515+57.39 10.2 LT

LOWELL ST 515+16.33 1.0 RT 515+72.17 1.0 RT

LOWELL ST 515+74.49 1.0 RT 517+48.65 4.0 RT

LOWELL ST 516+43.91 23.5 LT 517+52.12 20.2 LT

INDEPENDENCE

GREENWAY EAST 223+69.56 54.1 LT 223+70.56 10.9 LT

INDEPENDENCE

GREENWAY EAST 223+69.12 55.1 RT 223+70.55 11.0 RT

INDEPENDENCE

GREENWAY EAST 223+92.56 10.7 LT 223+99.15 51.1 LT

INDEPENDENCE

GREENWAY EAST 223+92.56 11.3 RT 223+97.09 53.6 RT

US ROUTE 1 102+00.10 17.3 LT 106+01.76 6.1 LT

US ROUTE 1 104+04.50 74.1 RT 106+77.74 77.8 RT

US ROUTE 1 101+99.83 5.3 RT 106+01.76 5.9 RT

US ROUTE 1 101+99.98 6.5 LT 103+63.03 6.3 LT

INDEPENDENCE

GREENWAY WEST +97.41 0.8 RT 1+14.57 24.7 RT

INDEPENDENCE

GREENWAY WEST 1+00.79 17.7 LT 1+24.60 34.0 LT

INDEPENDENCE

GREENWAY WEST 1+56.29 9.6 RT 1+58.51 10.3 LT

GREENWAY WEST 32+36.45 11.0 LT 33+26.45 11.9 LT

A00802 - 45

ITEM 866.112 12 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)

STA

OFFSET

/ SIDE TO STA

OFFSET

/ SIDE

INDEPENDENCE

GREENWAY WEST 32+69.62 CENTER 3293.62 CENTER

INDEPENDENCE

GREENWAY WEST 35+14.19 CENTER 35+14.19 10.0 RT

LOWELL ST 504+95.74 19.5 RT 508+96.28 12.0 RT

LOWELL ST 510+60.52 42.0 RT 511+03.02 90.0 RT

LOWELL ST 509+03.94 12.0 RT 510+55.42 12.0 RT

LOWELL ST 510+96.46 0.6 RT 510+96.46 12.0 RT

LOWELL ST 511+26.02 28.6 LT 511+62.48 28.3 LT

LOWELL ST 511+26.05 40.1 LT 511+44.17 36.1 LT

LOWELL ST 511+34.08 37.9 RT 511+47.16 37.8 RT

LOWELL ST 511+42.77 101.1 RT 511+52.00 66.2 RT

LOWELL ST 511+71.00 14.0 RT 511+71.00 22.2 LT

LOWELL ST 511+80.65 38.9 RT 511+94.62 42.2 RT

LOWELL ST 511+73.35 35.0 RT 511+87.34 49.3 RT

LOWELL ST 511+92.81 1.1 RT 511+92.95 21.1 LT

LOWELL ST 512+29.84 35.3 RT 512+53.83 35.0 RT

LOWELL ST 512+41.45 45.2 RT 512+53.95 45.0 RT

LOWELL ST 517+47.94 7.5 LT 517+49.44 17.0 RT

LOWELL ST 517+56.72 20.8 LT 517+59.29 17.0 RT

LOWELL ST 517+87.77 25.4 RT 518+17.82 23.3 RT

LOWELL ST 518+31.00 29.7 LT 518+31.00 16.3 RT

LOWELL ST 518+02.48 33.3 RT 518+16.62 32.8 RT

INDEPENDENCE

GREENWAY EAST 223+69.56 CENTER 223+93.56 CENTER

INDEPENDENCE

GREENWAY EAST 223+50.92 3.5 RT 223+50.92 8.0 RT

GREENWAY EAST 224+09.08 1.6 LT 224+09.08 6.0 LT

A00802 - 46

ITEM 867.106 6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)

STA

OFFSET

/ SIDE TO STA

OFFSET

/ SIDE

LOWELL ST 508+47.48 0.5 LT 509+77.97 0.4 RT

LOWELL ST 509+77.97 0.4 RT 511+02.04 5.6 LT

LOWELL ST 510+47.58 0.5 RT 510+78.16 0.5 RT

LOWELL ST 510+47.58 10.5 LT 510+78.16 10.5 LT

LOWELL ST 511+92.81 0.6 RT 512+29.89 0.7 RT

LOWELL ST 512+53.60 0.8 RT 516+04.52 10.3 LR

LOWELL ST 516+30.32 9.2 LT 517+48.00 7.0 LT

LOWELL ST 510+56.10 20.5 RT 511+07.59 46.5 RT

LOWELL ST 511+24.74 61.5 RT 511+25.94 39.4 RT

LOWELL ST 511+25.94 39.4 RT 511+34.03 39.6 RT

LOWELL ST 511+31.98 80.9 RT 511+34.03 39.6 RT

LOWELL ST 511+53.07 66.2 RT 511+74.74 36.4 RT

LOWELL ST 511+26.30 16.3 RT 511+64.61 CENTER

LOWELL ST 512+00.24 33.9 RT 512+25.91 19.1 RT

LOWELL ST 512+41.45 45.2 RT 512+41.45 60.2 RT

LOWELL ST 512+30.89 1.3 RT 512+52.79 1.3 RT

LOWELL ST 516+30.30 9.2 LT 517+47.95 7.0 LT

ITEM 867.112 12 INCH REFLECTORIZED YELLOW LINE

(THERMOPLASTIC)

STA

OFFSET

/ SIDE TO STA

OFFSET

/ SIDE

LOWELL ST 509+91.69 1.5 LT 510+86.21 5.0 LT

LOWELL ST 511+30.10 16.1 RT 511+30.30 26.0 RT

ITEM 867.204 4 INCH REFLECTORIZED YELLOW LINE

(POLYUREA) (RECESSED)

STA

OFFSET

/ SIDE TO STA

OFFSET

/ SIDE

INDEPENDENCE

GREENWAY WEST +57.85 79.6 RT +97.41 0.8 RT

INDEPENDENCE

GREENWAY WEST +68.12 63.7 RT 1+14.57 24.7 RT

GREENWAY WEST 1+00.79 17.7 LT 1+01.28 124.7 LT

A00802 - 47

ITEM 867.204 (Continued)

GREENWAY WEST 1+01.02 82.7 LT 1+24.60 34.0 LT

INDEPENDENCE

GREENWAY WEST 1+56.29 9.6 RT 2+44.69 CENTER

INDEPENDENCE

GREENWAY WEST 1+58.50 10.3 LT 2+00.00 CENTER

INDEPENDENCE

GREENWAY WEST 2+53.75 CENTER 32+67.12 CENTER

INDEPENDENCE

GREENWAY WEST 32+96.12 CENTER 34+34.93 CENTER

INDEPENDENCE

GREENWAY WEST 34+43.90 CENTER 35+14.19 CENTER

LOWELL ST 103+01.25 CENTER 105+85.12 CENTER

LOWELL ST 103+92.81 CENTER 106+61.00 CENTER

LOWELL ST 106+61.00 CENTER 106+83.64 10.3 RT

INDEPENDENCE

GREENWAY EAST 200+82.00 CENTER 222+71.00 CENTER

INDEPENDENCE

GREENWAY EAST 200+23.00 CENTER 200+73.00 CENTER

INDEPENDENCE

GREENWAY EAST 222+80.25 CENTER 223+16.43 CENTER

GREENWAY EAST 223+16.43 CENTER 223+54.42 CENTER

ITEM 874.2 TRAFFIC SIGN REMOVED AND RESET

LOWELL ST 504+58.64 35.3 RT

LOWELL ST 511+56.36 39.6 RT

LOWELL ST 511+53.70 25.4 RT

LOWELL ST 511+52.11 53.9 RT

LOWELL ST 511+92.57 48.2 RT

LOWELL ST 512+13.24 27.5 LT

LOWELL ST 512+91.42 27.5 RT

LOWELL ST 513+35.85 26.8 RT

GREENWAY EAST 224+00.04 7.8 LT

A00802 - 48

ITEM 874.4 TRAFFIC SIGN REMOVED AND RESET

LOWELL ST 510+86.26 30.3 RT

LOWELL ST 511+51.00 51.3 RT

LOWELL ST 511+71.00 29.1 RT

LOWELL ST 511+91.19 49.1 RT

LOWELL ST 512+30.95 30.5 LT

LOWELL ST 512+44.00 28.4 RT

LOWELL ST 512+45.00 46.7 RT

LOWELL ST 513+21.77 28.9 RT

LOWELL ST 514+71.76 27.5 LT

LOWELL ST 516+70.00 27.3 RT

LOWELL ST 517+85.66 36 RT

ITEM 988.01 SEDIMENT FOREBAY PAVING

STA TO STA SIDE

INDEPENDENCE

GREENWAY WEST 21+87.90 22+08.08 LT

GREENWAY EAST 200+21.99 200+40.76 RT

A00802-1 - Detail Shts

File details come from the government source that posted it. Updated .