2026-CB-019_Plan_File_V1.pdf
PDF 40 MB Posted
- Attached to
- Corridor - Ashaway
- Solicitation number
- TCB26006498
- Issued by
- Providence County, Rhode Island
About this file
This is a Plan File (Design Document) for the Rhode Island Department of Transportation detailing the Highway Corridor Ashaway-Hopkinton project under Rhode Island Contract No. 2026-CB-019 (FAP No. STP3334001). The project encompasses roadway improvements across Potter Hill Road, Laurel Street, Maxson Street, and High Street in the towns of Ashaway, Hopkinton, and Westerly, Rhode Island. The plan file includes comprehensive engineering drawings and specifications covering general plans, location plans, profiles, grading plans, drainage and utility plans, signing and striping plans, traffic control plans, detour plans, and cross-sections. The project involves multiple work locations with varying scope elements including pavement work, drainage improvements, utility relocations, accessibility improvements (wheelchair ramps), erosion control measures, and landscape restoration. The document provides detailed construction baseline data, temporary benchmark information, typical sections, and specifications for various roadway elements and their construction sequencing.
The plan file establishes technical standards and construction requirements for the corridor improvements but does not specify pricing, contract duration, or award information, as these design documents serve as the foundational reference materials for the construction phase. The project incorporates Rhode Island Department of Transportation standard specifications and includes comprehensive notes on general construction requirements, drainage and erosion control, utility coordination, traffic control procedures, and maintenance provisions. Key project features include multiple bridge structures (Bridge No. 005051, 005151, 005251), drainage structures with specified invert elevations and pipe materials, stormwater treatment units, and extensive ADA-compliant accessibility modifications. The design documentation indicates coordination with existing utilities including gas mains requiring relocation and integration with local drainage systems including the Pawcatuck River and Ashaway River.
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Text version
EXISTING NEW
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION STANDARD PLAN SYMBOLS &
STANDARD LEGEND
HIGHWAY
CORRIDOR-ASHAWAY
VOLUME 1 RHODE ISLANDHOPKINTON
DRAINAGE AND EROSION CONTROL NOTES:
STANDARD NOTES - 1
GENERAL NOTES: GENERAL NOTES (CONTINUED):
UTILITY NOTES:
DRAINAGE AND EROSION CONTROL NOTES (CONTINUED):
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
STRUCTURAL NOTES FOR HIGHWAY SIGNS, TRAFFIC SIGNAL NOTES: MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:LANDSCAPE NOTES:
LUMINAIRES AND TRAFFIC SIGNALS:
STANDARD NOTES - 2
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
JOB SPECIFIC PLAN SYMBOLS,
LEGEND & NOTES
JOB SPECIFIC LEGEND:
DRAINAGE AND EROSION CONTROL NOTES
TYPICAL SIGN DESIGNATION SYMBOL
GENERAL NOTES - PAVEMENT MARKINGS:
GENERAL NOTES - SIGNS:
GENERAL NOTES
JOB SPECIFIC LINE LEGEND:
GENERAL NOTES - PAVEMENT, SIDEWALK, AND CURBING
GENERAL NOTES - SURVEY
R.I. ENERGY POLICY REQUIREMENTS:
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON RHODE ISLAND
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
JOB SPECIFIC SIGNING AND STRIPING LEGEND
LANDSCAPE NOTES
F.F.E.=35.2'
LAUREL STREET
LAUREL STREET
LAUREL STREET
STREET
HIGH STREET
PO
TTER
H
ILL R
O
AD
PAWCATUCK
RIVER
MAXSON
ROAD
MILL
STREET
C H
U R
C H
HILLSIDE
PALM
ER
MAXSON STREET
NOOSENECK HILL ROAD (ROUTE 3) HI
G
H
ST
RE
ET
LANE
TURNBULL LANE
ASHAWAY
HIG
H S
TR
EE
T
ST
R
EE
T
M
APLE
LAKE COURT
R
IVERRIVER
STREET
BROOK
CLAY
STR
EET
AVENUE
STREET
ASH
AW
AY
RIVER
KNIGHT
CEMETERY
W
ES
T
CO
URT
0+
5+
210+00
215+00 220+00
221+37
100+00
105+00
110+00
115+00
120+00
125+00 130+00 135+00 140+00
145+00
414+58
400+00
405+00
410+00
300+00
304+75
MAXSON STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
KEY PLAN
LEGEND:
- GENERAL PLAN
- LOCATION PLAN
- DRAINAGE AND UTILITIES PLAN
- GRADING PLAN
- SIGNING AND STRIPING PLAN
BRIDGE NO. 005251
BRIDGE NO. 005151
BRIDGE NO. 005051
6 7
6 7
6 7
MAXSON STREET
STA 101+05 TO STA 103+72
LAUREL STREET
STA 104+94 TO STA 105+25
STA 105+79 TO STA 135+50
STA 137+50 TO STA 139+64
STA 140+37 TO STA 141+50
SCALE: 1" = 4'
LAUREL STREET
STA 135+50 TO STA 137+50
STA 141+50 TO STA 147+22
SCALE: 1" = 4'
MAXSON STREET
STA 400+66 TO STA 414+28
SCALE: 1"=4'
POTTER HILL ROAD
STA 300+88 TO STA 302+48
SCALE: 1" = 4'
TYPICAL SECTIONS
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
PAVEMENT TRANSITION - MILLING OR MICROMILLING TO
EXISTING PAVEMENT
PAVEMENT TRANSITION - FULL DEPTH TO MILL
OR MICROMILL AND OVERLAY
PAVEMENT TRANSITION - FULL DEPTH TO EXISTING
SACK INSERT INLET PROTECTION
COMPOST FILTER SOCK DETAIL
BUMPOUT WIDENING AT ADA OBSTRUCTION
FURNISH AND INSTALL MAILBOX
RIPRAP SCOUR PROTECTION WITH LIVE STAKES
DETAIL
PLAN VIEW - TYPICAL PLANTING PATTERN
LIVE STAKES (ITEM L06.9901)
LIVE STAKE PLANTINGS
SECTION VIEW
MISCELLANEOUS DETAILS
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON/WESTERLY VOLUME: 1
WCR DETAILS NO. 1
WHEELCHAIR RAMP - PARALLEL RAMP
WHEELCHAIR RAMP - SINGLE DIRECTION PERPENDICULAR
GENERAL NOTES:
20+00
STA: 19+50.00
LAUREL STREET
139+00
WCR-1 LAUREL ST 139+32.68 17.00 LT 5.0 5.0 1.3%
17+00LAUREL STREET 142+00
WCR-2 LAUREL ST 141+54.47 19.50 LT 4.0 5.0 3.4%
WCR-3 141+81.95 18.19 LT 4.0 5.0 1.8%LAUREL ST
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON/WESTERLY VOLUME: 1
WCR DETAILS NO. 2
WCR DETAIL A WCR DETAIL B
WHEELCHAIR RAMP DATA - (WCR-1)
WCR#
WCR REFERENCE POINT
WIDTH OF
RAMP
WIDTH OF
SIDEWALK
ROADWAY
GUTTER
SLOPEBASELINE STATION OFFSET
WHEELCHAIR RAMP DATA - (WCR 2 & 3)
WCR#
WCR REFERENCE POINT
WIDTH OF
RAMP
WIDTH OF
SIDEWALK
ROADWAY
GUTTER
SLOPEBASELINE STATION OFFSET
16+00
PC 16+52.93
STA: 16+49.85
STA: 16+40.17
LAUREL STREET
LAKE COURT
PT 142+59.62
11+93 11+93
12+00
STA: 11+98.08
LAU
R
EL STR
EET
HIGH STREET (RT. 216)
147+00
LIMIT OF WORK
WCR-4 142+30.43 16.50 LT 4.0 6.0 2.0%
WCR-5 142+76.88 17.31 LT 4.0 6.0 2.3%
LAUREL ST
LAUREL ST
WCR-6 147+12.43 19.82 RT 4.0 6.0 3.4%
WCR-7 147+09.88 20.21 LT 4.0 6.0 0.4%
LAUREL ST
LAUREL ST
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON/WESTERLY VOLUME: 1
WCR DETAILS NO. 3
WCR DETAIL C WCR DETAIL D
WHEELCHAIR RAMP DATA - (WCR 4 & 5)
WCR#
WCR REFERENCE POINT
WIDTH OF
RAMP
WIDTH OF
SIDEWALK
ROADWAY
GUTTER
SLOPEBASELINE STATION OFFSET
WHEELCHAIR RAMP DATA - (WCR 6 & 7)
WCR#
WCR REFERENCE POINT
WIDTH OF
RAMP
WIDTH OF
SIDEWALK
ROADWAY
14+00
MAXSON STREET
POTTER HILL ROAD
WCR-10 302+40.75 16.00 LT 5.0 5.0 1.5%POTTER HILL RD
WCR-8 145+06.08 17.6 RT 5.0 5.0 0.9%LAUREL ST WCR-9 102+62.89 17.06 LT 5.0 5.0 2.3%LAUREL ST
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON/WESTERLY VOLUME: 1
WCR DETAILS NO. 4
WCR DETAIL E WCR DETAIL F
WCR DETAIL G
WHEELCHAIR RAMP DATA - (WCR-10)
WCR#
WCR REFERENCE POINT
WIDTH OF
RAMP
WIDTH OF
SIDEWALK
ROADWAY
GUTTER
SLOPEBASELINE STATION OFFSET
WHEELCHAIR RAMP DATA - (WCR-8)
WCR#
WCR REFERENCE POINT
WIDTH OF
RAMP
WIDTH OF
SIDEWALK
ROADWAY
GUTTER
SLOPEBASELINE STATION OFFSET
WHEELCHAIR RAMP DATA - (WCR-9)
WCR#
WCR REFERENCE POINT
WIDTH OF
RAMP
WIDTH OF
SIDEWALK
ROADWAY
6-100
6-101 6-103
6-201
6-200
6-202
6-300 6-301
6-302
6-400
6-401
6-402
6-403
6-305
6-306 6-307
6-308 6-309
6-310 6-311
POTTER HILL ROAD
PAWCATUCK RIVER
R
IV
ER
MAXSON STREET
R O
AD
FLORA
WHITELY
PRESERVE
LIMIT OF WORK
WESTERLY
HOPKINTON
W
ES
TE
R
LY
H
O
PK
IN
TO
N
PROJECT BEGIN
R.I. CONTRACT NO. 2026-DB-019
R.I. FAP NO. STP3334001
POTTER HILL ROAD STA 300+83
SEE WCR DETAIL F
NO. 4 (SHEET NO. 12)
SEE WCR DETAIL G
NO. 4 (SHEET NO. 12)
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 1
POTTER HILL ROAD
M
AT
C H
LI
N
E
TO
G
EN
ER
AL
P
LA
N N
O . 2
6-309
6-310 6-311
6-312
6-313
6-314
6-315
6-316
6-317
6-318
6-319
6-320 6-321 6-322
6-323
6-324
7-100
7-101 7-102
7-103
M
AXSO
N STREET
LAUREL STREET
M
AXSO
N
STR
EET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 2
POTTER HILL ROAD/LAUREL STREET/MAXSON STREET
MATCHLINE TO GENERAL PLAN NO. 1
MATCHLINE TO GENERAL PLAN NO. 10
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
O . 3
PLANT SCHEDULE
SYMBOL SHRUBS QTY SCIENTIFIC NAME COMMON NAME SIZE SPACING
C
LA
Y
ST
R
EE
T
LIMIT OF WORK
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 3
LAUREL STREET
M
AT
C H
LI
N
E
TO
G
EN
ER
AL
P
LA
N N
O . 4
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
4-203
4-2045-100
5-1015-102
5-103
LIMIT OF WORK
LAUREL STREET
CHURCH
STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 4
LAUREL STREET
M
AT
C H
LI
N
E
TO
G
EN
ER
AL
P
LA
N N
O . 5
M
ATCHLINE TO
G
ENERAL PLAN NO
. 3
4-100
4-1014-1024-103
4-1044-105
4-106
4-107 4-108
4-109
4-2004-201 4-202
4-203
4-204
LIMIT OF WORK
LAUREL STREET
HILLSIDE
AVENUE
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 5
LAUREL STREET
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
O . 6M
AT
C
H
LI
N E
TO
G
EN
ER
AL
P
LA
N
N
. 4
2-1102-1112-112 2-1132-114
2-1152-1162-1172-118 2-1192-120
2-1212-122
2-123
2-1242-125
2-126
2-1272-128
2-129
3-101 3-102
3-103
3-100
3-104
3-107 3-108
3-109 3-110
3-200
3-201 3-202 3-203 3-204 3-205 3-206
3-207 3-208 3-209 3-210
LAUREL STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 6
LAUREL STREET
M
AT
C H
LI
N
E
TO
G
EN
ER
AL
P
LA
N N
O . 7
M
AT
C H
LI
N
E
TO
G
EN
ER
AL
P
LA
N N
. 5
2-100 2-1012-1022-103
2-104 2-105
2-106 2-107
2-1082-109
3-210
3-211
LAUREL STREET
SEE WCR DETAIL A
NO. 2 (SHEET NO. 10)
PALMER STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 7
LAUREL STREET
M
AT
C H
LI
N
E
TO
G
EN
ER
AL
P
LA
N N
O . 8
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
. 6
1-100
1-101
1-102
1-200
1-201
1-202
1-300
1-301
1-302
1-400
1-401
1-402
LAUREL STREET
SEE WCR DETAIL A
NO. 2 (SHEET NO. 10)
SEE WCR DETAIL B
NO. 2 (SHEET NO. 10)
SEE WCR DETAIL C
NO. 3 (SHEET NO. 11)
ASHAWAY RIVER
A
A
LAKE COURT
SEE WCR DETAIL E
NO. 4 (SHEET NO. 12)
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 8
LAUREL STREET
M
ATCHLINE TO
G
ENERAL PLAN NO
. 7
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
O . 9
SECTION A-A
LAUREL STREET CONST BASELINE STA 144+33.25
SCALE: 1" = 4'
PLANT SCHEDULE
SYMBOL TREES QTY SCIENTIFIC NAME COMMON NAME SIZE SPACING
SYMBOL SHRUBS QTY SCIENTIFIC NAME COMMON NAME SIZE SPACING
1-5
1-5
1-7
1-7
1-8
1-8
1-8
H
IG
H S
TR
EE
T
PROJECT END
R.I. CONTRACT NO. 2026-CB-019
R.I. FAP NO. STP3334001
LAUREL STREET STA 147+23
LAUREL STREET
SEE WCR DETAIL D
NO. 3 (SHEET NO. 11)
ASHAWAY RIVER
ASHAWAY RIVER
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 9
HIGH STREET/LAUREL STREET
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
. 8
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 10
MAXSON STREET
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
O . 11
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
LIMIT OF WORK
MILE BROOK
NOOSE
NEC
K
HILL
ROAD
(R
T.
3)
OAK STREET
SEE DETAIL A
SEE DETAIL B
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
GENERAL PLAN NO. 11
MAXSON STREET
M
AT
C H
LI
N
E
TO
G
EN
ER
AL
P
LA
N N
O . 1
DETAIL A
SCALE: 1"=4'
DETAIL B
SCALE: 1"=4'
40.00'
40.00' A
SSUMED
.00
' A
SS
UMED
S38°16'03"W
39.86'
20.64'
S36°35'14"W
40.09'
N66°26'16"W
125.84'
N68°13'15"W
112.81'
N83°54'30"W
77.27'
S37°22'00"W
32.55'
S40°02'51"W
27.11'
S43°11'41"W
26.86'
S56°30'44"W31.93'
S63°12'34"W40.32' S60°08'38"W159.03'
N65°50'35"W 124.07'
N68°13'15"W
106.68'
N83°54'30"W
71.76'
33.00' ASSUMED
S60°00'38"W202.58'
N 33°11'34"W
33.89'
N39°32'23"W 15.46'
N48°00'08"W 15.46'
N56°44'38"W 16.48'
N65°45'52"W 16.48'
SHL CURVE DATA
Δ = 69°38'53" R = 172.50' T = 120.00 L = 209.69'
S49°18'38"W
PAWCATUCK RIVER
R
IV
ER
R
O
AD
FLORA
WHITELY
PRESERVE
POTTER HILL ROAD CONSTRUCTION BASELINE DATA
NUMBER
POTTER HILL RD BL L-1
POTTER HILL RD BL C-1
POTTER HILL RD BL L-2
POTTER HILL RD BL C-2
POTTER HILL RD BL L-3
BEGIN
STA 300+00.00
STA 301+01.37
STA 302+06.09
STA 303+98.16
STA 304+61.54
END
STA 301+01.37
STA 302+06.09
STA 303+98.16
STA 304+61.54
STA 304+79.70
RADIUS
350.00'
75.00'
DELTA ANGLE
17°08'37"
48°25'05"
LENGTH
101.37'
104.72'
192.07'
63.38'
18.16'
TANGENT
52.76'
33.72'
LINE/CHORD DIRECTION
S83°50'26.32"E
S75°16'08.03"E
S66°41'49.74"E
S42°29'17.02"E
S18°16'44.31"E
BEGIN NORTHING
120624.6918
120613.8159
120587.2857
120511.3041
120465.9454
BEGIN EASTING
246262.2266
246363.0067
246463.9107
246640.3139
246681.8601
END NORTHING
120613.8159
120587.2857
120511.3041
120465.9454
120448.6993
END EASTING
246363.0067
246463.9107
246640.3139
246681.8601
246687.5567
C.P. NORTHING
120265.8363
120442.4221
C.P. EASTING
246325.4538
246610.6446
P.I. EASTING
246415.4582
246671.2839
P.I. NORTHING
120608.1555
120497.9645
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL C-1
LAUREL ST BL C-2
LAUREL ST BL L-1
BEGIN
STA 100+00.00
STA 101+19.54
STA 102+51.31
END
STA 101+19.54
STA 102+51.31
STA 103+71.07
RADIUS
225.00'
310.00'
DELTA ANGLE
30°26'26"
24°21'17"
LENGTH
119.54'
131.77'
119.75'
TANGENT
61.22'
66.90'
LINE/CHORD DIRECTION
N20°19'59.01"E
N47°43'50.30"E
N59°54'28.83"E
BEGIN NORTHING
120499.1694
120609.9463
120697.9125
BEGIN EASTING
246659.6828
246700.7331
246797.5106
END NORTHING
120609.9463
120697.9125
120757.9564
END EASTING
246700.7331
246797.5106
246901.1250
C.P. NORTHING
120479.1179
120429.6939
C.P. EASTING
246883.7875
246952.9414
P.I. EASTING
246665.1382
246739.6305
P.I. NORTHING
120560.1422
120664.3714
POTTER HILL RD CURB - LT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
POTTER HILL RD CURB - RT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
TEMPORARY BENCHMARK TABLE
TBM #
POTTER HILL ROAD
MAXSON STREET
FLORA
WHITELY
PRESERVE
WESTERLY
HOPKINTON
PROJECT BEGIN
R.I. CONTRACT NO. 2026-CB-019
R.I. FAP NO. STP3334001
POTTER HILL ROAD STA 300+82.62
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 1
POTTER HILL ROAD
M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
0+00 1+00 2+00 3+00 3+46 S08°07'19"E 346.41'
STA: 0+15.10
STA: 0+25.29
0.19' 0.24'
116.90' 87.59'
0.18'
0.51'
87.59'
.8
7'
.8
7'
.1
4'
.1
5'
STA: 1+06.39
STA: 1+15.09
STA: 1+26.39
STA: 1+35.09
STA: 1+31.82
STA: 1+40.52
STA: 1+51.81
STA: 1+60.52
9.
.8
7'
9.
.5
9'
39.96'
S08°55'03"E505.00'
505.00'
S60°08'38"W
159.03'
159.03'
S60°08'38"W
S64°41'22"W 11.49'
S60°00'38"W
202.58'
S62°44'06"W 49.01'
19.78'
10.05'
S62°44'06"W 49.01'
11.49' S64°41'22"W N
65°30'57"E
186.82'
0.12'
0.11' N
67°31'52"E 142.71'
N08°07'19"W 346.41'
(TOTAL)
S60°00'38"W
202.58'
10.64'
0.22'
6.88'
S08°55'03"E
2.00'
0.06'
S08°55'03"E701.00'
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL L-1
LAUREL ST BL C-3
LAUREL ST BL C-4
LAUREL ST BL L-2
LAUREL ST BL C-5
BEGIN
STA 102+51.31
STA 103+71.07
STA 104+91.44
STA 106+60.27
STA 108+66.41
END
STA 103+71.07
STA 104+91.44
STA 106+60.27
STA 108+66.41
STA 109+35.59
RADIUS
105.00'
3,400.00'
2,500.00'
DELTA ANGLE
65°41'14"
2°50'42"
1°35'08"
LENGTH
119.75'
120.38'
168.82'
206.14'
69.19'
TANGENT
67.78'
84.43'
34.59'
LINE/CHORD DIRECTION
N59°54'28.83"E
N27°03'52.03"E
N07°12'05.72"W
N08°37'26.67"W
N09°25'00.78"W
BEGIN NORTHING
120697.9125
120757.9564
120859.3775
121026.8525
121230.6609
BEGIN EASTING
246797.5106
246901.1250
246952.9454
246931.7837
246900.8730
END NORTHING
120757.9564
120859.3775
121026.8525
121230.6609
121298.9119
END EASTING
246901.1250
246952.9454
246931.7837
246900.8730
246889.5534
C.P. NORTHING
120848.8046
120517.0198
120855.7839
C.P. EASTING
246848.4791
243570.2259
244429.1393
P.I. EASTING
246959.7705
246944.4440
246895.6854
P.I. NORTHING
120791.9410
120943.3777
121264.8647
MAXSON STREET CONSTRUCTION BASELINE DATA
NUMBER
MAXSON ST BL L-1
MAXSON ST BL C-1
MAXSON ST BL L-2
MAXSON ST BL C-2
BEGIN
STA 400+00.00
STA 400+17.47
STA 400+45.50
STA 401+06.08
END
STA 400+17.47
STA 400+45.50
STA 401+06.08
STA 402+69.08
RADIUS
35.00'
4,000.00'
DELTA ANGLE
45°52'34"
2°20'05"
LENGTH
17.47'
28.02'
60.58'
163.00'
TANGENT
14.81'
81.51'
LINE/CHORD DIRECTION
S68°20'12.91"E
N88°43'30.22"E
N65°47'13.36"E
N66°57'15.94"E
BEGIN NORTHING
120810.0441
120803.5934
120804.2004
120829.0463
BEGIN EASTING
246946.0630
246962.3034
246989.5781
247044.8293
END NORTHING
120803.5934
120804.2004
120829.0463
120892.8495
END EASTING
246962.3034
246989.5781
247044.8293
247194.8083
C.P. NORTHING
120836.1214
117180.9368
C.P. EASTING
246975.2236
248685.3465
P.I. EASTING
246976.0692
247119.1688
P.I. NORTHING
120798.1256
120862.4760
TEMPORARY BENCHMARK TABLE
TBM #
M
AXSO
N STREET
LAUREL STREET
M
AXSO
N
STR
EET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 2
POTTER HILL ROAD/LAUREL STREET/MAXSON STREET
MATCHLINE TO LOCATION PLAN NO. 1
MATCHLINE TO LOCATION PLAN NO. 9
M
ATC
H
LIN
E TO
LO
C
ATIO
N
PLAN
N
0.50'
N08°55'03"W
701.00' N08°55'03"W 65.47'
0.
S14°36'39"W 344.94'
S14°36'39"W 344.94'
S14°36'39"W 282.46'
S08°55'03"E
260.95'
.0
0' A
SS
U
M
ED
.0
0' A
SS
U
M
ED
246895.6854
P.I. NORTHING
120791.9410
120943.3777
121264.8647
P.I. NORTHING
120798.1256
120862.4760
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL C-5
LAUREL ST BL L-3
LAUREL ST BL C-6
LAUREL ST BL L-4
LAUREL ST BL C-7
BEGIN
STA 108+66.41
STA 109+35.59
STA 111+03.45
STA 112+71.72
STA 114+32.31
END
STA 109+35.59
STA 111+03.45
STA 112+71.72
STA 114+32.31
STA 115+12.77
RADIUS
2,500.00'
415.00'
700.00'
DELTA ANGLE
1°35'08"
23°13'53"
6°35'10"
LENGTH
69.19'
167.86'
168.27'
160.59'
80.46'
TANGENT
34.59'
85.31'
40.28'
LINE/CHORD DIRECTION
N09°25'00.78"W
N10°12'34.88"W
N01°24'21.72"E
N13°01'18.33"E
N16°18'53.21"E
BEGIN NORTHING
121230.6609
121298.9119
121464.1155
121631.1830
121787.6416
BEGIN EASTING
246900.8730
246889.5534
246859.7998
246863.9004
246900.0843
END NORTHING
121298.9119
121464.1155
121631.1830
121787.6416
121864.8228
END EASTING
246889.5534
246859.7998
246863.9004
246900.0843
246922.6753
C.P. NORTHING
120855.7839
121537.6747
121629.9169
C.P. EASTING
244429.1393
247268.2285
247582.0835
P.I. EASTING
246895.6854
246844.6792
246909.1594
P.I. NORTHING
121264.8647
121548.0707
121826.8821
TEMPORARY BENCHMARK TABLE
TBM #
LAUREL STREET
C
LAY STR
EET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 3
LAUREL STREET
M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
O . 4
M
ATC
H
LIN
E TO
LO
C
ATIO
N
PLAN
N
0.23'
S39°46'54"W568.96' S40°26'40"W159.26'
S14°36'39"W
344.94'
S14°36'39"W
282.46'
33.00' ASSUM
ED
.0
0' A
SS
U
M
ED
.0
0' A
SS
U
M
ED
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL C-7
LAUREL ST BL C-8
LAUREL ST BL L-5
BEGIN
STA 114+32.31
STA 115+12.77
STA 116+37.57
END
STA 115+12.77
STA 116+37.57
STA 122+89.71
RADIUS
700.00'
350.00'
DELTA ANGLE
6°35'10"
20°25'43"
LENGTH
80.46'
124.79'
652.15'
TANGENT
40.28'
63.07'
LINE/CHORD DIRECTION
N16°18'53.21"E
N29°49'19.79"E
N40°02'11.49"E
BEGIN NORTHING
121787.6416
121864.8228
121972.5164
BEGIN EASTING
246900.0843
246922.6753
246984.4073
END NORTHING
121864.8228
121972.5164
122471.8228
END EASTING
246922.6753
246984.4073
247403.9179
C.P. NORTHING
121629.9169
121747.3698
C.P. EASTING
247582.0835
247252.3794
P.I. EASTING
246909.1594
246943.8388
P.I. NORTHING
121826.8821
121924.2312
TEMPORARY BENCHMARK TABLE
TBM #
LAUREL STREET
CHURCH STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 4
LAUREL STREET
M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
O . 5
M
ATCHLINE TO
LO
CATIO
N PLAN NO
S28°14'47"W
125.00' S19°06'12"W 136.59'0.12'
0.05'
S19°06'12"W
136.59' S21°46'38"W 122.65'0.05'
0.02'
S38°07'20"W 46.20'
S39°46'54"W 568.96' 33
.0 0'
A
SS
U M
ED
.0
0' A
SS
U
M
ED
S31°35'20"W 137.33'
S18°33'13"W 189.42'
S22°57'41"W 93.92'
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL L-5
LAUREL ST BL C-9
LAUREL ST BL C-10
BEGIN
STA 116+37.57
STA 122+89.71
STA 124+49.32
END
STA 122+89.71
STA 124+49.32
STA 127+28.58
RADIUS
530.00'
8,235.00'
DELTA ANGLE
17°15'16"
1°56'35"
LENGTH
652.15'
159.61'
279.26'
TANGENT
80.41'
139.64'
LINE/CHORD DIRECTION
N40°02'11.49"E
N31°24'33.25"E
N21°48'37.71"E
BEGIN NORTHING
121972.5164
122471.8228
122607.5296
BEGIN EASTING
246984.4073
247403.9179
247486.7837
END NORTHING
122471.8228
122607.5296
122866.7831
END EASTING
247403.9179
247486.7837
247590.5327
C.P. NORTHING
122812.7589
125796.3285
C.P. EASTING
246998.1316
239894.2356
P.I. EASTING
247455.6457
247540.8563
P.I. NORTHING
122533.3899
122736.2767
TEMPORARY BENCHMARK TABLE
TBM #
LAUREL STREET
HILLSIDE AVENUE
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 5
LAUREL STREET
M
ATC
H
LIN
E TO
LO
C
ATIO
N
PLAN
N O
. 6M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
S22°57'41"W93.92' S21°20'23"W746.89'
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL C-10
LAUREL ST BL L-6
LAUREL ST BL C-11
LAUREL ST BL L-7
BEGIN
STA 124+49.32
STA 127+28.58
STA 129+69.58
STA 130+93.18
END
STA 127+28.58
STA 129+69.58
STA 130+93.18
STA 135+08.60
RADIUS
8,235.00'
10,000.00'
DELTA ANGLE
1°56'35"
0°42'29"
LENGTH
279.26'
241.00'
123.60'
415.43'
TANGENT
139.64'
61.80'
LINE/CHORD DIRECTION
N21°48'37.71"E
N20°50'20.40"E
N21°11'35.12"E
N21°32'49.83"E
BEGIN NORTHING
122607.5296
122866.7831
123092.0169
123207.2565
BEGIN EASTING
247486.7837
247590.5327
247676.2665
247720.9490
END NORTHING
122866.7831
123092.0169
123207.2565
123593.6527
END EASTING
247590.5327
247676.2665
247720.9490
247873.5221
C.P. NORTHING
125796.3285
119534.5848
C.P. EASTING
239894.2356
257022.1039
P.I. EASTING
247540.8563
247698.2516
P.I. NORTHING
122736.2767
123149.7748
TEMPORARY BENCHMARK TABLE
TBM #
LAUREL STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 6
LAUREL STREET
M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
O . 7
M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
24+00 20+0021+0022+0023+00 24+00
PI 22+97.87
STA: 24+00.00 S21°32'49"W102.13'
STA: 22+96.60 STA: 22+96.14
STA: 21+97.22
S23°07'09"W486.57' STA: 19+50.00
N63°22'32"W 7.52'
S23°07'09"W 346.60'
0.
0.03'
N
°2 2'
"W
7.
S23°07'09"W 29.35'
S21°33'02"W
102.58'
S21°33'56"W 100.69'
1.35'
S6 6°
'5
1" E
.0
0' 0.
0.08'
0.
'0.05'
N23°07'09"E 346.60'
N23°07'09"E 100.00'
S23°07'09"W100.00'
S6 6°
'5
1" E
.8
0'
0.
0.06'
S21°20'23"W746.89'
S21°40'47"W 717.78'
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL L-7
LAUREL ST BL L-7
LAUREL ST BL C-12
LAUREL ST BL L-8
BEGIN
STA 130+93.18
STA 130+93.18
STA 135+08.60
STA 136+05.03
END
STA 135+08.60
STA 135+08.60
STA 136+05.03
STA 140+58.15
RADIUS
4,000.00'
DELTA ANGLE
1°22'53"
LENGTH
415.43'
415.43'
96.43'
453.12'
TANGENT
48.22'
LINE/CHORD DIRECTION
N21°32'49.83"E
N21°32'49.83"E
N22°14'16.09"E
N22°55'42.36"E
BEGIN NORTHING
123207.2565
123207.2565
123593.6527
123682.9082
BEGIN EASTING
247720.9490
247720.9490
247873.5221
247910.0153
END NORTHING
123593.6527
123593.6527
123682.9082
124100.2246
END EASTING
247873.5221
247873.5221
247910.0153
248086.5407
C.P. NORTHING
122124.5841
C.P. EASTING
251593.9841
P.I. EASTING
247891.2308
P.I. NORTHING
123638.5004
LAUREL ST CURB LT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
TEMPORARY BENCHMARK TABLE
TBM #
LAUREL STREET
PALMER STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 7
LAUREL STREET
M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
O . 8
M
ATC
H
LIN
E TO
LO
C
ATIO
N
PLAN
N
14+0015+0016+0017+00
18+00
19+00
PC 14+50.10PT 15+50.09
PC 16+52.93
PT 18+11.30
S23°07'09"W
486.57'
CURVE DATA
Δ = 20°00'24" R = 453.55' T = 80.00 L = 158.37'
BL
STA: 13+71.47STA: 13+71.68
STA: 14+50.10
STA: 14+50.03STA: 15+70.10
STA: 15+50.09
STA: 16+49.85
STA: 16+40.17
STA: 18+11.30
STA: 18+18.85
STA: 18+36.93
STA: 18+50.00
STA: 19+50.00
S43°07'33"W102.84'
CURVE DATA
Δ = 1°48'25" R = 3170.62' T = 50.00 L = 99.99'
BL
S41°19'08"W200.10'
S43°07'33"W 102.84' S39°28'42"W 194.28'
N 66°52'51"W
16.00'
S23°07'09"W 100.00'
S23°07'09"W
100.00'
S66°52'51"E 13.80'
S23°07'09"W
100.00'
S23°07'09"W 100.00'
N66°52'51"W 12.39'
S23°07'09"W 38.70'
S66°52'51"E
16.00'
0.02' 0.08' N23°07'09"E
346.60'
SHL CURVE DATA
Δ = 22°32'27"
R = 451.63' T = 90.00
L = 177.68'
0.89'
L=0.05'
S21°09'18"W18.09'
L=0.08'
0.13'
SHL CURVE DATA
Δ = 20°00'24" R = 429.55' T = 75.77 L = 149.99'
S23°07'09"W
38.70'
S43°40'26"W 9.68'
S43°40'26"W9.68'
SHL CURVE DATA
Δ = 22°32'27" R = 451.63' T = 90.00 L = 177.68'
0.01'
0.
S43°33'20"W78.41' S43°59'43"W
119.40'
0.02'
0.
S42°43'00"E 2.02'
S4 2°
'0
0" E
2.
S43°33'20"W
78.41'
0.14' 0.
' S42°05'14"W 115.81'
S42°05'14"W115.81'
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL L-8
LAUREL ST BL C-13
LAUREL ST BL L-9
LAUREL ST BL C-14
LAUREL ST BL L-10
BEGIN
STA 136+05.03
STA 140+58.15
STA 142+59.62
STA 144+74.69
STA 145+51.14
END
STA 140+58.15
STA 142+59.62
STA 144+74.69
STA 145+51.14
STA 147+44.00
RADIUS
600.00'
5,000.00'
DELTA ANGLE
19°14'21"
0°52'34"
LENGTH
453.12'
201.47'
215.06'
76.46'
192.85'
TANGENT
101.69'
38.23'
LINE/CHORD DIRECTION
N22°55'42.36"E
N32°32'52.73"E
N42°10'03.10"E
N41°43'46.06"E
N41°17'29.01"E
BEGIN NORTHING
123682.9082
124100.2246
124269.2563
124428.6579
124485.7171
BEGIN EASTING
247910.0153
248086.5407
248194.4250
248338.7969
248389.6875
END NORTHING
124100.2246
124269.2563
124428.6579
124485.7171
124630.6207
END EASTING
248086.5407
248194.4250
248338.7969
248389.6875
248516.9498
C.P. NORTHING
123866.4760
127785.1611
C.P. EASTING
248639.1361
244632.8712
P.I. EASTING
248126.1584
248364.4604
P.I. NORTHING
124193.8830
124456.9930
LAUREL ST CURB LT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
LAUREL ST CURB RT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
LAUREL STREET
ASHAWAY RIVER
LAKE COURT
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 8
LAUREL STREET
M
ATCHLINE TO
LO
CATIO
N PLAN NO
. 7
M
ATC
H
LIN
E TO
LO
C
ATIO
N
PLAN
N
. 9
25.00'
21.85'
25.00'
25.00'
21.48'
PC+21.20'
11+00
11+93
PC 11+50.85
STA. AHEAD = 10+00.50
STA. BACK = 10+00.00
33.61'
25.00'
35.35'(S) 34.85'(R)
11+20
+0
+0
PT
1+
.4
11+9312+0013+00
PI 12+50.00
S41°19'08"W200.10' S41°19'08"W200.10'
S43°18'08"W57.12'
STA: 12+04.69(S)
STA: 12+05.47(R
STA: 12+56.02
STA: 12+55.92
STA: 12+55.71STA: 12+55.67
STA: 11+98.08
N75°24'58"W
247.49'
CURVE DATA
Δ = 40°30'40" R = 82.88' T = 30.59 L = 58.60'
BL
S75°24'58"E
247.49'
STA: 1
1+
.81
STA: 1
1+
.98
STA: 1
1+43.40
STA: 12+08.99(S)
STA: 12+08.56(R)
S43°19'21"W 57.23'
CURVE DATA
Δ = 61°16'58"
R = 39.30' T = 23.28 L = 42.03'
BL
S39°28'42"W 194.28'
S42°05'14"W
N 62°23'12"W 115.81'
N68°56'13"W 52.09'
N46°32'20"W 1.17'S42°05'14"W115.81'
N28°59'13"E
1.17' 0.06'
N
°2 4'
"W
.4
3'
N35°10'37"W 22.01'
.0
7' (S
.8 6'
(R
SHL CURVE DATA
Δ = 69°12'58" R = 29.00' T = 20.01(S) 21.21'(R) L = 35.03'(S) 36.62'(R)
1.28' SHL CURVE DATA
Δ = 69°12'58" R = 29.00' T = 20.01'(S) 21.21'(R) L = 35.03'(S) 36.62'(R)
S41°50'49"W 223.72'
N68°56'13"W
52.09'
N
°5 4'
"W
3.
0.51'
17.24'
(LIN
E EXT.)
H
IG
H S
TR
EE
T
LAUREL ST CURB LT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
LAUREL ST CURB RT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
TEMPORARY BENCHMARK TABLE
TBM #
LAUREL STREET
ASHAWAY RIVER
PROJECT END
R.I. CONTRACT NO. 2026-CB-019
R.I. FAP NO. STP3334001
LAUREL STREET STA 147+22.56
LAUREL STREET CONSTRUCTION BASELINE DATA
NUMBER
LAUREL ST BL L-10
BEGIN
STA 145+51.14
END
STA 147+44.00
RADIUS
DELTA ANGLE
LENGTH
192.85'
TANGENT
LINE/CHORD DIRECTION
N41°17'29.01"E
BEGIN NORTHING
124485.7171
BEGIN EASTING
248389.6875
END NORTHING
124630.6207
END EASTING
248516.9498
C.P. NORTHING
C.P. EASTING
P.I. EASTING
P.I. NORTHING
HIGH STREET CONSTRUCTION BASELINE DATA
NUMBER
HIGH ST BL L-2
HIGH ST BL C-2
HIGH ST BL L-1
HIGH ST BL C-1
BEGIN
STA 209+17.74
STA 211+16.25
STA 212+30.74
STA 213+29.96
END
STA 211+16.25
STA 212+30.74
STA 213+29.96
STA 215+17.66
RADIUS
155.00'
200.00'
DELTA ANGLE
42°19'24"
53°46'15"
LENGTH
198.51'
114.50'
99.22'
187.70'
TANGENT
60.00'
101.40'
LINE/CHORD DIRECTION
N75°40'54.10"W
N54°31'12.29"W
N33°21'30.49"W
N06°28'22.90"W
BEGIN NORTHING
124550.3487
124599.4413
124664.3958
124747.2664
BEGIN EASTING
248770.2689
248577.9276
248486.7972
248432.2403
END NORTHING
124599.4413
124664.3958
124747.2664
124926.9965
END EASTING
248577.9276
248486.7972
248432.2403
248411.8484
C.P. NORTHING
124749.6265
124857.2415
C.P. EASTING
248616.2605
248599.2896
P.I. EASTING
248519.7904
248376.4819
P.I. NORTHING
124614.2801
124831.9620
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 9
HIGH STREET/LAUREL STREET
M
ATC
H
LIN
E TO
G
EN
ER
AL PLAN
N
. 8
33.00' ASSU
M
ED 33
.0
0' A
SS
U
M
ED
.0
0' A
SS
U
M
ED
.0
0' A
SS
U
M
ED
16.50' 16.50'
33.00' ASSU
M
ED
S70°34'36"W59.19' N69°20'23"E
65.00'
0.15'
MAXSON STREET CONSTRUCTION BASELINE DATA
NUMBER
MAXSON ST BL C-2
MAXSON ST BL L-3
MAXSON ST BL C-3
MAXSON ST BL L-4
MAXSON ST BL C-4
BEGIN
STA 401+06.08
STA 402+69.08
STA 404+04.74
STA 405+53.21
STA 407+27.25
END
STA 402+69.08
STA 404+04.74
STA 405+53.21
STA 407+27.25
STA 409+72.31
RADIUS
4,000.00'
1,500.00'
835.00'
DELTA ANGLE
2°20'05"
5°40'16"
16°48'56"
LENGTH
163.00'
135.66'
148.47'
174.04'
245.06'
TANGENT
81.51'
74.30'
123.42'
LINE/CHORD DIRECTION
N66°57'15.94"E
N68°07'18.52"E
N70°57'26.63"E
N73°47'34.74"E
N65°23'06.57"E
BEGIN NORTHING
120829.0463
120892.8495
120943.4023
120991.8243
121040.3992
BEGIN EASTING
247044.8293
247194.8083
247320.7010
247460.9897
247628.1090
END NORTHING
120892.8495
120943.4023
120991.8243
121040.3992
121142.1059
END EASTING
247194.8083
247320.7010
247460.9897
247628.1090
247850.1039
C.P. NORTHING
117180.9368
119551.4351
121842.2159
C.P. EASTING
248685.3465
247879.6528
247395.0533
P.I. EASTING
247119.1688
247389.6462
247746.6229
P.I. NORTHING
120862.4760
120971.0876
121074.8464
TEMPORARY BENCHMARK TABLE
TBM #
MAXSON STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 10
MAXSON STREET
M
ATC
H
LIN
E TO
LO
C
ATIO
N
PLAN
N O
. 11
M
ATC
H
LIN
E TO
LO
C
ATIO
N
PLAN
N
CURVE DATA
Δ = 24°52'36" R = 1178.80' T = 260.00 L = 511.81'
BL
16.50' 16.50'
33.00' ASSU
M
ED
33.00' ASSU
M
ED
.0
0' A
SS
U
M
ED
33.00' ASSU
M
ED
N58°19'05"E
80.88' N61°10'38"E 20.86'
2.
0.60'
.0
0' A
SS
U
M
ED
MAXSON STREET CONSTRUCTION BASELINE DATA
NUMBER
MAXSON ST BL C-4
MAXSON ST BL L-5
MAXSON ST BL C-5
MAXSON ST BL C-6
MAXSON ST BL C-7
MAXSON ST BL L-6
BEGIN
STA 407+27.25
STA 409+72.31
STA 410+79.14
STA 412+52.14
STA 413+75.23
STA 414+42.85
END
STA 409+72.31
STA 410+79.14
STA 412+52.14
STA 413+75.23
STA 414+42.85
STA 414+58.77
RADIUS
835.00'
850.00'
1,490.00'
100.00'
DELTA ANGLE
16°48'56"
11°39'42"
4°44'00"
38°44'27"
LENGTH
245.06'
106.83'
173.01'
123.09'
67.62'
15.92'
TANGENT
123.42'
86.80'
61.58'
35.16'
LINE/CHORD DIRECTION
N65°23'06.57"E
N56°58'38.40"E
N62°48'29.64"E
N66°16'20.92"E
N83°16'34.57"E
S77°21'11.81"E
BEGIN NORTHING
121040.3992
121142.1059
121200.3227
121279.2450
121328.7615
121336.5281
BEGIN EASTING
247628.1090
247850.1039
247939.6723
248093.2928
248205.9474
248271.8261
END NORTHING
121142.1059
121200.3227
121279.2450
121328.7615
121336.5281
121333.0423
END EASTING
247850.1039
247939.6723
248093.2928
248205.9474
248271.8261
248287.3613
C.P. NORTHING
121842.2159
120487.6359
122666.8892
121238.9543
C.P. EASTING
247395.0533
248402.8975
247550.5740
248249.9322
P.I. EASTING
247746.6229
248012.4527
248150.6433
248237.5215
P.I. NORTHING
121074.8464
121247.6278
121301.6753
121344.2255
TEMPORARY BENCHMARK TABLE
TBM #
MAXSON STREET
NOOSE
NEC
K
HILL
ROAD
(R
T.
3)
OAK STREET
MAXSON ST CURB LT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
MAXSON ST CURB RT DATA
NUMBER RADIUS DELTA ANGLE LENGTH TANGENT LINE/CHORD DIRECTION C.P. NORTHING C.P. EASTING
LIMIT OF WORK
STA 414+28
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
LOCATION PLAN NO. 11
MAXSON STREET
M
AT
C H
LI
N
E
TO
L O
C
AT
IO
N
P
LA
N N
O . 1
PR
P.
.1
301+00
.0
.8
302+00
.5
.1
303+00
.8
.4
304+00
.8
LIMIT OF WORK
LIMIT OF WORK
POTTER HILL ROAD PROFILE
STA 300+75 TO STA 304+55
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 1
MAXSON STREET PROFILE
STA 400+00 TO STA 406+00
PR
O
P.
.7
.3
401+00
.2
.7
402+00
.1
.6
403+00
.4
.2
404+00
.0
.1
405+00
.9
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 2
P.
.2
.3
407+00
.6
.3
408+00
.3
.7
409+00
.6
.9
410+00
.3
.6
411+00
.0
MAXSON STREET PROFILE
STA 406+00 TO STA 412+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 3
P.
.4
.8
413+00
.6
.7
414+00
.5
415+00 416+00 417+00
LIMIT OF WORK
MAXSON STREET PROFILE
STA 412+00 TO STA 413+75.30
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 4
P.
.1
.6
101+00
.0
.4
102+00
.8
.2
103+00
.6
.1
104+00
.5
.3
105+00
.5
LIMIT OF WORK
MAXSON STREET/LAUREL STREET PROFILE
STA 100+10 TO STA 106+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 5
P.
.0
.3
107+00
.6
.0
108+00
.9
.1
109+00
.4
.6
110+00
.5
.7
111+00
.3
LAUREL STREET PROFILE
STA 106+00 TO STA 112+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 6
P.
.1
.5
113+00
.9
.3
114+00
.8
.1
115+00
.3
.3
116+00
.5
.1
117+00
.7
LAUREL STREET PROFILE
STA 112+00 TO STA 118+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 7
P.
.9
.2
119+00
.5
.8
120+00
.0
.3
121+00
.6
.9
122+00
.2
.5
123+00
.7
LAUREL STREET PROFILE
STA 118+00 TO STA 124+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 8
P.
.3
.6
125+00
.9
.2
126+00
.4
.4
127+00
.0
.4
128+00
.8
.4
129+00
.4
LAUREL STREET PROFILE
STA 124+00 TO STA 130+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 9
P.
.6
.6
131+00
.7
.8
132+00
.9
.0
133+00
.0
.1
134+00
.2
.3
135+00
.9
LAUREL STREET PROFILE
STA 130+00 TO STA 136+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 10
P.
.2
.4
137+00
.3
.0
138+00
.5
.1
139+00
.5
.5
140+00
.0
.4
141+00
.2
LAUREL STREET PROFILE
STA 136+00 TO STA 142+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 11
P.
.8
.8
143+00
.8
.5
144+00
.0
.2
145+00
.4
.6
146+00
.9
.1
147+00
LIMIT OF WORK
LAUREL STREET PROFILE
STA 142+00 TO STA 147+00
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
PROFILES NO. 12
POTTER HILL ROAD
M
AX
SO
N
ST
RE
ET
RIVER RO
AD
PA
W
CA
TU
CK
R
IV
ER
W
ES
TE
RL
Y
HO
PK
IN
TO
N
W
ES
TE
R
LY
H
O
PK
IN
TO
N
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
ABBREVIATIONS NOTE:
GRADING PLAN NO. 1
POTTER HILL ROAD & RIVER ROAD
MAXSON STREET
LA
UR
EL
S
TR
EE
T
PA
W
CA
TU
CK
R
IV
ER
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
ABBREVIATIONS NOTE:
GRADING PLAN NO. 2
MAXSON STREET & LAUREL STREET
CHURCH STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
ABBREVIATIONS NOTE:
GRADING PLAN NO. 3
LAUREL STREET AND CHURCH STREET
HILLSIDE AVENUE
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
ABBREVIATIONS NOTE:
GRADING PLAN NO. 4
LAUREL STREET AND HILLSIDE AVENUE
6-100
6-101 6-103
6-201
6-200
6-202
6-300 6-301
6-302
6-400
6-401
6-402
6-403
6-305
6-306 6-307
6-308 6-309
6-310 6-311
POTTER HILL ROAD
PAWCATUCK RIVER
R
IV
ER
MAXSON STREET
R O
AD
194 Potter Hill Road
196 Potter Hill Road
193 Potter Hill Road
FLORA
WHITELY
PRESERVE
PAWCATUCK RIVER
LIMIT OF WORK
WESTERLY
HOPKINTON
W
ES
TE
R
LY
H
O
PK
IN
TO
N
DRAINAGE & UTILITY PLAN NO. 1
POTTER HILL ROAD
M
AT
C H
LI
N
E
TO
D R
AI
N
AG
E
U
TI
LI
TY
P
LA
N
N O
. 2
NOTES:
1. THE EXISTING GAS MAIN SHALL BE RELOCATED FROM THE EXISTING
BRIDGE TO A TEMPORARY UTILITY BRIDGE TO ALLOW FOR
CONSTRUCTION OF THE NEW BRIDGE. ONCE THE NEW BRIDGE HAS
BEEN CONSTRUCTED, THE GAS MAIN SHALL BE RELOCATED FROM THE
TEMPORARY UTILITY BRIDGE TO THE NEW BRIDGE STRUCTURE.
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
HOPKINTON/WESTERLY
6-309
6-310 6-311
6-312
6-313
6-314
6-315
6-316
6-317
6-318
6-319
6-320 6-321 6-322
6-323
6-324
7-100
7-101 7-102
7-103
M
AXSO
N STREET
LAUREL STREET
M
AXSO
N
STR
EET
M
ILE BRO
O K
PAWCATUCK
RIVER
T.E.B.
P.G.B.
T.E.B.
P.A.B.
T.E.B.
DRAINAGE & UTILITY PLAN NO. 2
POTTER HILL ROAD/LAUREL STREET/MAXSON STREET
MATCHLINE TO DRAINAGE & UTILITY PLAN NO. 1
MATCHLINE TO DRAINAGE & UTILITY PLAN NO. 10
M
ATC
H
LIN
E TO
D
R
AIN
AG
E & U
TILITY PLAN
N
O . 3
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
CORRIDOR - ASHAWAY
HOPKINTON/WESTERLY
NOTE:
1. THE EXISTING GAS MAIN SHALL BE RELOCATED FROM ADJACENT TO THE
EXISTING BRIDGE CULVERT TO A TEMPORARY LOCATION OUTSIDE THE
FOOTPRINT OF THE PROPOSED BRIDGE CULVERT. ONCE THE NEW BRIDGE
CULVERT HAS BEEN CONSTRUCTED, THE GAS MAIN SHALL BE RELOCATED
FROM THE TEMPORARY LOCATION TO UNDER LAUREL STREET.
LAY STR
EET
DRAINAGE & UTILITY PLAN NO. 3
LAUREL STREET
M
AT
C H
LI
N
E
TO
D R
AI
N
AG
E
U
TI
LI
TY
P
LA
N
N O
. 4
M
ATC
H
LIN
E TO
D
R
AIN
AG
E & U
TILITY PLAN
N
O . 2
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
4-203
4-2045-100
5-1015-102
5-103
LAUREL STREET
CHURCH STREET
DRAINAGE & UTILITY PLAN NO. 4
LAUREL STREET
M
AT
C H
LI
N
E
TO
D R
AI
N
AG
E
U
TI
LI
TY
P
LA
N
N O
. 5
M
ATCHLINE TO
DRAINAG
E & UTILITY PLAN NO
. 3
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
4-100
4-1014-1024-103
4-1044-105
4-106
4-107 4-108
4-109
4-2004-201 4-202
4-203
4-204
LAUREL STREET
HILLSIDE AVENUE
DRAINAGE & UTILITY PLAN NO. 5
LAUREL STREET
M
ATC
H
LIN
E TO
D
R
AIN
AG
E & U
TILITY PLAN
N
O . 6M
AT
C
H
LI
N E
TO
D
R
AI
N
AG
E
U
TI
LI
TY
P
LA
N N
O . 4
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
2-1102-1112-112 2-1132-114
2-1152-1162-1172-118 2-1192-120
2-1212-122
2-123
2-1242-125
2-126
2-1272-128
2-129
3-101 3-102
3-103
3-100
3-104
3-107 3-108
3-109 3-110
3-200
3-201 3-202 3-203 3-204 3-205 3-206
3-207 3-208 3-209 3-210
LAUREL STREET
DRAINAGE & UTILITY PLAN NO. 6
LAUREL STREET
M
AT
C H
LI
N
E
TO
D R
AI
N
AG
E
U
TI
LI
TY
P
LA
N
N O
. 7
M
AT
C H
LI
N
E
TO
D R
AI
N
AG
E
U
TI
LI
TY
P
LA
N
N O
. 5
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
2-100 2-1012-1022-103
2-104 2-105
2-106 2-107
2-1082-109
3-210
3-211
LAUREL STREET
PALMER STREET
DRAINAGE & UTILITY PLAN NO. 7
LAUREL STREET
M
AT
C H
LI
N
E
TO
D R
AI
N
AG
E
U
TI
LI
TY
P
LA
N
N O
. 8
M
ATC
H
LIN
E TO
D
R
AIN
AG
E & U
TILITY PLAN
N
O . 6
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
1-100
1-101
1-102
1-200
1-201
1-202
1-300
1-301
1-302
1-400
1-401
1-402
DRAINAGE STRUCTURE TABLE
STR. #
CB-1
CB-2
CB-3
HW-1
MH-1
MH-2
MH-3
STU-A3
STATION & OFFSET
STA. 141+15, 15' RT.
STA. 141+08, -13' LT.
STA. 141+24, -16' LT.
STA. 140+77, -32' LT.
STA. 141+15, 3' RT.
STA. 141+11, -19' LT.
STA. 144+48, 2' RT.
STA. 140+93, -26' LT.
RIM ELEVATION
RIM=36.00
RIM=36.08
RIM=36.50
RIM=31.91
RIM=36.23
RIM=36.62
RIM=40.96
RIM=34.62
INVERTS
INV.(OUT)=30.91
INV.(IN-E)=30.32
INV.(OUT)=30.12
INV.(OUT)=30.19
INV.(IN-NE)=29.70
INV.(IN-SE)=30.69
INV.(OUT)=30.49
INV.(IN-SE)=30.07
INV.(IN-NE)=30.07
INV.(OUT)=30.07
INV.(IN-NE)=29.87
INV.(OUT)=29.87
PIPE TABLE
PIPE NAME
CB-2 to MH-1
HW-1 to STU-A3
MH-1 to CB-1
MH-2 to CB-2
MH-2 to CB-3
STU-A3 to MH-2
LENGTH (C-C)
18'
18'
12'
8'
15'
20'
SIZE
18"
18"
12"
18"
12"
18"
MATERIAL
CL IV RCP
CL IV RCP
CL IV RCP
CL IV RCP
CL IV RCP
CL IV RCP
SLOPE
0.96%
1.00%
1.92%
0.71%
0.83%
1.01%
LAUREL STREET
LAKE COURT
ASHAW
AY RIVER
INV.(IN-NE)=MATCH EX.
INV.(OUT)=MATCH EX.
DRAINAGE & UTILITY PLAN NO. 8
LAUREL STREET
M
ATCHLINE TO
DRAINAG
E & UTILITY PLAN NO
. 7
M
ATC
H
LIN
E TO
D
R
AIN
AG
E & U
TILITY PLAN
N
O . 9
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
1-500 1-501
1-600
1-602
1-700
1-701
1-702
1-800
1-801 1-802
ASHAW
AY RIVER
ASHAW
AY RIVER
ASHAW
AY RIVER
HIGH STREET
LAU
R
EL STR
EET
WEST STREET
DRAINAGE & UTILITY PLAN NO. 9
HIGH STREET/LAUREL STREET
MATCHLINE TO DRAINAGE & UTILITY PLAN NO. 8
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
DRAINAGE & UTILITY PLAN NO. 10
MAXSON STREET
M
ATC
H
LIN
E TO
D
R
AIN
AG
E & U
TILITY PLAN
N
O . 11
M
ATC
H
LIN
E TO
D
R
AIN
AG
E & U
TILITY PLAN
N
O . 2
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
NOOSE
NEC
K
HILL
R
OAD
(R
OUTE
3)
LIMIT OF WORK
DRAINAGE & UTILITY PLAN NO. 11
MAXSON STREET
M
AT
C H
LI
N
E
TO
D R
AI
N
AG
E
U
TI
LI
TY
P
LA
N
N O
. 1
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
DRAINAGE DETAILS
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
100 Jefferson Blvd, Suite 200 | Warwick, Rhode Island 02888
CROSSMAN ENGINEERING
RHODE ISLAND
CORRIDOR - ASHAWAY
HOPKINTON/WESTERLY
DUST CONTROL NOTES
INSPECTION/MAINTENANCE NOTES
GENERAL PROJECT WIDE NOTES
SOIL EROSION AND SEDIMENT CONTROL NOTES
SECTION C-C
SECTION B-B
TYPICAL LAYOUT OF RIP-RAP OUTLET PROTECTION
AT FLARED END SECTIONS and CONCRETE HEADWALLS
SECTION A-A
STORMWATER TREATMENT UNIT CONSTRUCTION NOTES
NOTE:
COMPOST FILTER SOCK DETAIL
COMPOST FILTER SOCK PAVEMENT OPTION
COMPOST FILTER SOCK SECTION
NOTE
CCB, CMH, AND CFP NOTE:
TYPICAL OUTFALL PROTECTIONHEADWALL FLARED END
TYPICAL INFILTRATION TRENCH
STORMWATER TREATMENT UNITS A2 AND M1 DETAIL
(STU A3)
PERMEABLE GRASS PAVER DETAIL
TYPICAL LINED SAND FILTER TRENCH
STORMWATER TREATMENT UNITS P1 AND A1 DETAIL
POTTER HILL ROAD
PAWCATUCK RIVER
MAXSON STREET
STOP
STOP
R1-1 30"x30"
24.2.0
01-2
STOP
LIMIT OF WORK
P otte r H i l l RdD3-1 42"x12"
24.6.1
01-1
D3-1 30"x12"
24.6.1
01-3
R ive r Rd
Pawtucket River
OM3-R
12"x36"
24.2.0
01-4
OM3-L 12"x36"
24.2.0
01-5
OM3-L12"x36"
24.2.0
01-6
OM3-R 12"x36"
24.2.0
01-7
W1-7 24"x12"
24.2.0
01-8
WESTERLY
HOPKINTON
WESTERLY
HOPKIN
TON
PROJECT BEGIN
POTTER HILL ROAD STA 300+82.62
R O
AD
R
IV
ER
52.5"X30" SP-1
01-9Cau t ion Falling Debris
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 1
POTTER HILL ROAD
M
AT
C H
LI
N
E
TO
S
IG
N
IN
G
S
TR
IP
IN
G P
LA
N
N O
. 2
2.
SP-1
Black Top Border, Lemon Yellow Background;
"Caution" Black, Helvetica Medium;
"Falling Debris" Black, Helvetica Medium;
10.5 36
52.5
Caution Falling Debris
PO
TTER HILL RO
AD
M
AXSO
N
STR
EET
M
ILE BRO
O
K
STOP
SLOW
CHILDREN
AT PLAY
R1-1 30"x30"
24.2.0
02-3
STOP
D3-1 30"x12"
24.6.1
02-2
M axon St
N O
TRUCKS
THRUD5-2b 24"x30"
24.3.0
02-1
N O
TRUCKS
THRU
M axo n St
N O
TRUCKS
THRU
N O
TRUCKS
THRU D5-2b24"x30"
24.3.0
02-4
OM3-R 12"x36"
24.2.0
02-6
OM3-L12"x36"
24.2.0
02-5
OM3-R 12"x36"
24.2.0
02-6 OM3-L 12"x36"
24.2.0
02-5
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 2
POTTER HILL ROAD/LAUREL STREET/MAXSON STREET
MATCHLINE TO SIGNING & STRIPING PLAN NO. 1
MATCHLINE TO SIGNING & STRIPING PLAN NO. 10
M
ATC
H
LIN
E TO
SIG
N
IN
G
& STR
IPIN
G
PLAN
N
O . 3
4" DASHED DOUBLE YELLOW INTERSECTION
GUIDE LINE MARKING DETAIL
LAY STR
EET STOP
LIMIT OF WORK
C l ay St
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 3
LAUREL STREET
M
AT
C H
LI
N
E
TO
S
IG
N
IN
G
S
TR
IP
IN
G P
LA
N
N O
. 4
M
ATC
H
LIN
E TO
SIG
N
IN
G
& STR
IPIN
G
PLAN
N
CHURCH STREET
STOP
LIMIT OF WORK C h u rch St
R2-124"x30"
24.3.0
04-1
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 4
LAUREL STREET
M
AT
C H
LI
N
E
TO
S
IG
N
IN
G
S
TR
IP
IN
G P
LA
N
N O
. 5
M
ATCHLINE TO
SIG
NING
& STRIPING
PLAN NO
HILLSIDE AVENUE
STOPLIMIT OF WORK
H l i l l s i d e Ave
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 5
LAUREL STREET
M
ATC
H
LIN
E TO
SIG
N
IN
G
& STR
IPIN
G
PLAN
N
O . 6M
AT
C
H
LI
N E
TO
S
IG
N
IN
G
S
TR
IP
IN
G
P
LA
N N
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 6
LAUREL STREET
M
AT
C H
LI
N
E
TO
S
IG
N
IN
G
S
TR
IP
IN
G P
LA
N
N O
. 7
M
AT
C H
LI
N
E
TO
S
IG
N
IN
G
S
TR
IP
IN
G P
LA
N
N
STOP
StPa lme r
R2-1 24"x30"
24.3.0
07-1
Ashaway River
PALM
ER STREET
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 7
LAUREL STREET
M
AT
C H
LI
N
E
TO
S
IG
N
IN
G
S
TR
IP
IN
G P
LA
N
N O
. 8
M
ATC
H
LIN
E TO
SIG
N
IN
G
& STR
IPIN
G
PLAN
N
LAKE COURT
ASHAW
AY RIVER
Ashaway River
Ashaway
River
OM3-L 12"x36"
24.2.0
08-3
OM3-R 12"x36"
24.2.0
08-5
OM3-L 12"x36"
24.2.0
08-4
OM3-R 12"x36"
24.2.0
08-2
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 8
LAUREL STREET
M
ATCHLINE TO
SIG
NING
& STRIPING
PLAN NO
. 7
M
ATC
H
LIN
E TO
SIG
N
IN
G
& STR
IPIN
G
PLAN
N
ASHAW
AY RIVER
ASHAWAY
RIVER
ASHAW
AY RIVER
ASHAW
AY RIVER
HIGH STREET
LAU
R
EL STR
EET
WEST STREET
STOP
EMERGENCY
VEHICLES
WEIGHT LIMIT
SINGLE AXLE 17T
TANDEM 26T
GROSS 36T
HIGH STREET
BRIDGE
ASHAWAY
RIVER
R.I.
PROJECT END
HIGH STREET STA 211+85.78
La u re l St
R1-1 30"x30"
24.2.0
9-2
STOP
Laurel St D3-1 42"x12"
24.6.1
9-1
1.
4.61 14.36
2.
3.42
4.61 2.
2.
1.00" Radius, 0.38" Border, White on Green;
"Laurel", D 2K; "St", D 2K;
La u re l St
D3-1;
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 9
HIGH STREET/LAUREL STREET
MATCHLINE TO SIGNING & STRIPING PLAN NO. 8
W3-1 30"x30"
24.6.1
10-1
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 10
MAXSON STREET
M
ATC
H
LIN
E TO
SIG
N
IN
G
& STR
IPIN
G
PLAN
N
O . 11
M
ATC
H
LIN
E TO
SIG
N
IN
G
& STR
IPIN
G
PLAN
N
NOOSENECK H
ILL
R
OAD (R
OUTE
3)
STOP
PROJECT END
MAXSON STREET STA 414+28.44
M axon St
SLOW
CHILDREN
N O
TRUCKS
THRU
BLIND
DRIVE
R1-1 30"x30"
24.2.0
11-2
STOP
D3-1 42"x12"
24.6.1
11-1
M axo n St
W3-1 30"x30"
24.6.1
11-3
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
SIGNING & STRIPING PLAN NO. 11
MAXSON STREET
M
AT
C H
LI
N
E
TO
S
IG
N
IN
G
S
TR
IP
IN
G P
LA
N
N
TRAFFIC CONTROL PLAN NO. 1
MINIMUM ADVANCE WARNING SIGN SPACING
POSTED SPEED LIMIT
DISTANCE BETWEEN SIGNS (FEET)
A B C
30 MPH OR LESS URBAN
OR RURAL AREA 100 100 100
TEMPORARY CONSTRUCTION
SIGN. TYPE NOTED
POLYETHYLENE DRUM,
R.I. STD. 26.2.0
LEGEND
TRAFFIC LANE DURING CONSTRUCTION
WORK AREAA A
WORK
ROAD
AHEAD
W20-1
36"
36"
G20-2
36"
18"
TRAFFIC CONTROL GENERAL NOTES:
TAPER AND BUFFER LENGTHS
SPEED LIMIT TAPER LENGTH
(L) FEET
BUFFER SPACE*
FEET
25 MPH 125 155
WORK AREABUFFER
ZONE
A L/3 A
11' MIN.
G20-2
36"
SHOULDER TAPER
G20-2
36"
18"WORK
ROAD
AHEAD
18"
W20-1
36"
36"
WORK
ROAD
AHEAD
W20-1
36"
36"
SEE GENERAL
NOTE 1
PLASTIC PIPE TYPE III BARRICADE
R.I. STD. 26.3.0
FLAGGER
FLOURESCENT TRAFFIC CONE,
R.I. STD. 26.1.0
JOB SPECIFIC TRAFFIC CONTROL LEGEND
WORK AREA
ROADWAY SEGMENT POSTED SPEED LIMIT
POSTED
SPEED LIMIT ROADWAY SEGMENT CITY
25 MPH
- HIGH STREET (ROUTE 216)
- LAUREL STREET
- MAXSON STREET
- POTTER HILL ROAD
ASHAWAY
WESTERLY NUMBER OF
LANES VARIES
NUMBER OF
LANES VARIES
RHODE ISLAND
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
W20-1 W20-7a
36"
36"
36"
36"
11' MIN.
G20-2
36"
18"
100' TAPER
W20-4
100' TAPERC
G20-2
36"
18"
WORK
ROAD
AHEAD
W20-1
36"
36"
WORK
ROAD
AHEAD
ROAD
ONE LANE
AHEAD
36"
36"
W20-4
ROAD
ONE LANE
AHEAD
36"
36"
W20-7a
36"
36"
B A A B C
SEE GENERAL
NOTE 1
SEE GENERAL
NOTE 1
POLICE OFFICER WITH CRUISER &
FLASHING LIGHTS
TRUCK MOUNTED ATTENUATOR
WITH FLASHING ARROW
TRAFFIC CONTROL PLAN NO. 2
DEPARTMENT OF TRANSPORTATION
RHODE ISLAND
HIGHWAY
CORRIDOR - ASHAWAY
HOPKINTON
WORK AREABUFFER
ZONE
A L/3 A
11' MIN.
26.3.0
24"
18"
R9-11L R9-9 24"
12"
26.3.0
R9-9 24"
12"
26.3.0
R9-9 24"
12"
26.3.0
MAINLINE
CROSSWALK
CLOSEST TO
WORK ZONE
MAINLINE
CROSSWALK
CLOSEST TO
WORK ZONE
SHOULDER TAPER
WORK
ROAD
AHEAD
W20-1
36"
36"
W20-1
36"
36"
WORK
ROAD
AHEAD
G20-2
36"
18"
G20-2
36"
18"
26.3.0
24"
18"
R9-11R
SIDEWALK
CLOSED
SIDEWALK
CLOSED
SIDEWALK
CLOSED
SEE GENERAL
NOTE 1
NOTES:
1. CURB RAMPS SHALL BE 60" MINIMUM WIDTH WITH A FIRM, STABLE AND NON-SLIP SURFACE.
2. PROTECTIVE EDGING WITH A 2" MINIMUM HEIGHT SHALL BE INSTALLED WHEN THE CURB RAMP OR LANDING PLATFORM HAS A VERTICAL
DROP OF 6" OR GREATER OR HAS A SIDE APRON SLOPE STEEPER THAN 1:3 (33%). PROTECTIVE EDGING SHOULD BE CONSIDERED WHEN
THE CURB RAMPS OR LANDING PLATFORMS HAVE A VERTICAL DROP OF 3" OR MORE.
3. DETECTABLE EDGING WITH 6" MINIMUM HEIGHT AND CONTRASTING COLOR SHALL BE INSTALLED ON ALL CURB RAMP LANDINGS WHERE
THE WALKWAY CHANGES DIRECTION (TURNS).
4. THE CURB RAMP WALKWAY AND LANDING AREA SURFACE SHALL BE OF A SOLID CONTINUOUS CONTRASTING COLOR (YELLOW NON-SLIP
SURFACE) ABUTTING UP TO THE EXISTING SIDEWALK.
5. CURB RAMPS AND LANDINGS SHOULD HAVE A 1:50 (2%) MAX CROSS-SLOPE.
6. CLEAR SPACE OF 48"x48" MINIMUM SHALL BE PROVIDED ABOVE AND BELOW THE CURB RAMP.
7. THE CURB RAMP WALKWAY EDGE SHALL BE MARKED WITH A CONTRASTING COLOR 2" TO 4" WIDE MARKING. THE MARKING IS OPTIONAL
WHERE COLOR CONTRASTING EDGING IS USED.
8. WATER FLOW IN THE GUTTER SYSTEM SHALL HAVE MINIMAL RESTRICTION.
9. LATERAL JOINTS OR GAPS BETWEEN SURFACES SHALL BE LESS THAN 0.5" WIDTH.
10. CHANGES BETWEEN SURFACE HEIGHTS SHOULD NOT EXCEED 0.5". LATERAL EDGES SHOULD BE VERTICAL UP TO 0.25" HIGH, AND
BEVELED AT 1:2 BETWEEN 0.25" AND 0.5" HEIGHT.
11. IF A TEMPORARY PEDESTRIAN RAMP LEADS TO A CROSSWALK, THEN A DETECTABLE WARNING PAD MUST BE ADHERED TO THE BASE OF
THE RAMP. IF IT LEADS TO A PROTECTED PEDESTRIAN BYPASS THAT DOES NOT CONFLICT WITH VEHICULAR TRAFFIC, THEN A PAD SHALL
NOT BE INSTALLED ON THE RAMP.
1"
12" MIN
2-4" WIDE CONTRAST EDGE MARKING
YELLOW NON-SLIP PROTECTION (TYP)
CURB
6" REVEAL (TYP)
CLEAR SPACE
DETECTABLE WARNING PANEL
PROTECTIVE EDGING
2" MIN HEIGHT
DETECTABLE EDGING
6" MIN HEIGHT
60"x60" MIN
TURNING AREA
JOINT/GAP TREATMENT
2.0% SLOPE MAX
12" MIN
1"
YELLOW NON-SLIP
PROTECTION (TYP)
2-4" WIDE CONTRAST EDGE MARKING
PROTECTIVE EDGING
2" MIN HEIGHT
CURB
6" REVEAL (TYP)
2" MIN.
JOINT/GAP TREATMENT
DETECTABLE WARNING PANEL
NUMBER
OF LANES
VARIES
panelStyle:regulatory.ssipanelName:R11-4panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:STD.:60x30constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
ROAD
CLOSED
R11-2
ROAD CLOSED
XX MILES AHEAD
LOCAL TRAFFIC ONLY
R11-3a M4-10L
DETOUR
M4-9V
± 200 FT
(±60m)
ROAD
CLOSED
500'
W20-3
ROAD
CLOSED
1000'
W20-3
DETOUR
XXX
W20-2
DETOUR
DETOUR
M4-9L
M4-9ALB
A
DETOUR
1000'
500'
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
ROAD
CLOSED
ROAD
CLOSED
ROAD
CLOSED
R11-2 48"X30"
MOUNTED ON TYPE III BARRICADE
R11-2 48"X30"
MOUNTED ON TYPE III BARRICADE
R11-2 48"X30"
MOUNTED ON TYPE III BARRICADE
RIV
ER
R
OAD
POTTER HILL ROAD
LAUREL STREET
PO
TTER
H
ILL R
O
AD PAWCATUCK RIVER
R11-4 60"X30"
MOUNTED ON TYPE III BARRICADE
ROAD CLOSED
TO
THRU TRAFFI C
ROAD
C LOSE D
500 FT
1 0 00 FT
ROAD
C LOS ED
R20-3 (500 FT)
36"X36"
LOCATED 500 FT IN ADVANCE OF ROAD CLOSURE
R20-3 (1000 FT)
36"X36"
LOCATED 500 FT IN ADVANCE OF ROAD CLOSURE
GRAVEL AREA AVAILABLE FOR VEHICLE TURNAROUND
MAINTAIN ACCESS TO PRIVATE DRIVEWAY
MAINTAIN ACCESS TO PRIVATE DRIVEWAY
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
INTERSECTION TO BE REOPENED OUTSIDE OF WORKING HOURS
MAINTAIN ACCESS TO PRIVATE DRIVEWAY
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
ROUTE 3
RIVER ROAD
R11-3a 60"X30" M4-10L 48"X18"
MOUNTED ON TYPE III BARRICADE
(TO BE COVERED OR REMOVED
OUTSIDE OF WORKING HOURS)
ROAD CLOSED
1/2 M I LE AH EAD
LOCAL TRAFFI C O N LY
DETOUR
HOPKINTON RHODE ISLAND
LEGEND
TYPE III BARRICADE
WORK ZONE
DURING WORKING HOURS OUTSIDE OF WORKING HOURS
POTTER HILL ROAD OVER PAWCATUCK RIVER
TRAFFIC CONTROL PLAN NO. 3
POTTER HILL RD
PAW
CATU
CK
RIV
ER
RIVER ROAD
ROUTE 3
H
IS
C O
X R
O A
D
POTTER HILL ROAD
POTTER HILL ROAD
CHASE HILL
ROAD
POTTERHILLRD
LAUREL STREET
MAXSON
STREET
BROOKDALE
DRIVE
CHURCH STREET
OLD HOPKINTON
CEMETERY ROAD
O A
K
STR
EET
ROUTE 3
ROUTE 3
FO
RR
ES
TA
L
DR
IV
E
SARATOGA AVENUE
MID
W
AY
AVE
NUE
CHASE HILL
ROAD
SEE DETAIL ON SHEET 76
M4-8 24" x 12" M4-5 24" x 12" M3-1 24" x 12"
M1-5 24" x 24"
ROUTE 3
M4-8a 24"X18"
END
DETOUR
NORTH
TO
DETOUR
R. I .
Potter Hi l l Rd
DETOUR M4-9R
30" x 24"
SP-1
54" x 12"
M4-8 24" x 12" M4-5 24" x 12" M3-1 24" x 12"
M1-5 24" x 24"
NORTH
TO
DETOUR
R. I .
Potter Hi l l Rd
DETOURM4-9R
30" x 24"
SP-1
54" x 12"
M4-8 24" x 12" M4-5 24" x 12" M3-1 24" x 12"
M1-5 24" x 24"
NORTH
TO
DETOUR
R. I .
M6-3 21" x 15"
M6-1L 21" x 15"
M6-1L 21" x 15"
Potter Hi l l Rd
M4-9L 30" x 24"
SP-1
54" x 12"
DETOUR
END
DETOUR
M4-8a 24" x 18"
M4-8 24" x 12" M4-5 24" x 12" M3-1 24" x 12"
M1-5 24" x 24"
NORTH
TO
DETOUR
R. I .
M4-8 24" x 12" M4-5 24" x 12" M3-1 24" x 12"
M1-5 24" x 24"
NORTH
TO
DETOUR
R. I .
M5-1L 21" x 15"
M6-3 21" x 15"
Potter Hi l l Rd
M4-9L 30" x 24"
SP-1
54" x 12"
DETOUR
Potter Hi l l Rd
M4-9R 30" x 24"
SP-1
54" x 12"
DETOUR
M4-8 24" x 12"
M4-5 24" x 12"
M3-1 24" x 12"
M1-5 24" x 24"
NORTH
TO
DETOUR
R. I .
M5-1L
21" x 15"
M4-8 24" x 12"
M4-5 24" x 12"
M3-1 24" x 12"
M1-5 24" x 24"
NORTH
TO
DETOUR
R. I .
M6-1R
21" x 15"
Potter Hi l l Rd
M4-9V 30" x 24"
SP-1
54" x 12"
DETOUR
Potter Hi l l Rd
M4-9V 30" x 24"
SP-1
54" x 12"
DETOUR
SEE DETAIL ON SHEET 76
HOPKINTON RHODE ISLAND
LEGEND
DIRECTION OF TRAVEL
DETOUR ROUTE
WORK ZONE
TYPE III BARRICADE
2.
5.28 20.7 2 10.68
4.
4.5 5.56 5.28
3.
3.
1.50" Radius, 0.50" Border, 0.38" Indent, Black on Fluorescent Orange;
"Potter Hill", D 2K; "Rd", D 2K;
SP-1
Potte r H i l l Rd
DETOUR
N O RTH
TO
DETOUR
R. I .
DETOUR
EN D
D ETO U R
ROAD
CLOSED
DETOUR
Potte r H i l l Rd
ROAD C LOS E D
TO
TH R U TRAFF I C
POTTER HILL ROAD OVER PAWCATUCK RIVER
DETOUR PLAN NO. 1
BROOKDALE
DRIVE
CHURCH STREET
HILLSIDE
AVENUE
O A
K
STR
EET
ELM
STR
EET
ROUTE 3
ROUTE 3
LAUREL
STREET
PALM
ER
STREET
KNIGHTSTREET
HIG
H
STREET
CEMETERY LANE
BRIDGE CLOSED
LOCAL TRAFFIC ONLY
SP-2
48" x 30"
MOUNTED ON TYPE III BARRICADEDETOURM4-9R
30" x 24"
M4-9L 30" x 24"
DETOUR
M4-9L 30" x 24"
DETOUR
M4-9V 30" x 24"
DETOUR
DETOUR M4-9R
30" x 24"
BRI DGE
CLOSED
R11-2b 48" x 30"
HOPKINTON RHODE ISLAND
LEGEND
DIRECTION OF TRAVEL
DETOUR ROUTE
WORK ZONE
TYPE III BARRICADE
5.
19.11 9.78
4 17.56 3.31
19.13
4 12.08 1.5
1.5
9.92
19.11
5.
SP-3;
1.88" Radius, 0.75" Border, 0.50" Indent, Black on White;
"BRIDGE CLOSED", C 2K specified length;
"LOCAL TRAFFIC ONLY", C 2K specified length;
BR I DGE CLOSED
LOCAL TRAFFIC ONLY
DETOUR
DETOUR
BR I DGE CLOSED
LOCAL TRAFFIC ONLY
DETOUR
BR I D G E
C LOSED
LAUREL STREET OVER PAWCATUCK RIVER
DETOUR PLAN NO. 2
POTTER HILL RD
PAW
CATU
CK
RIV
ER
RIVER ROAD
POTTERHILLRD
LAUREL STREET
MAXSON
STREET
BROOKDALE
DRIVE
CHURCH STREET
HILLSIDE
AVENUE
O A
K
STR
EET
ELM
STR
EET
ROUTE 3
ROUTE 3
ROUTE 3
LAUREL
STREET
PALM
ER
STREET
KNIGHTSTREET
M4-9L 30" x…
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