massachusetts department of transportation …
TRANSCRIPT
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END OF PROJECT
STA 17+25
N 2971332.9497
E 186803.6243
BEGINNING OF PROJECT
STA 12+00
N 2970863.1738
E 186569.3424
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BRIDGE NO.
L-07-006 (05M)
1
TITLE & INDEX
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DATE DATE
CHIEF ENGINEER DATE
RECOMMENDED FOR APPROVAL
APPROVED
DESIGN DESIGNATION
-
-
6%
-
-
-
158
100
30 MPH
DDHV (2032)
DHV (2032)
T (AVERAGE DAY)
T (PEAK HOUR)
D
K
ADT (2032)
ADT (2007)
DESIGN SPEED
FUNCTIONAL CLASSLOCAL
HIGHWAY ADMINISTRATOR
massDOTMassachusetts
Highway DivisionDepartment Transportationof
DIVISION ADMINISTRATOR
ROARING BROOK ROAD
DATE
DESCRIPTION
REV #
DESCRIPTIONSHEET NO.
INDEX
TITLE & INDEX1
----------------------
500 0 500 1000
LENGTH OF PROJECT = 525 FEET = 0.10 MILES
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION
HIGHWAY DIVISION
PLAN AND PROFILE OF
ROARING BROOK ROAD OVER
IN THE TOWN OF
BERKSHIRE COUNTY
LENOX
SCALE: 1" = 500'
TYPICAL SECTIONS2 - 3
----------------------
CRITICAL PROFILE4
----------------------
PARCEL SUMMARY5
----------------------
LOCATION PLAN6
----------------------
ROARING BROOK
05/10/2019
INITIAL ROW SUBMISSION
0
60
86
36
_R
W (R
CV
01
).D
WG
3/1
9/2
02
1 2
:2
3:2
2 P
M
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MA
LENOX
ROARING BROOK ROAD
- 7
PROJECT FILE NO.608636
PRELIMINARY RIGHT OF WAY PLANS
PRELIMINARY RIGHT OF WAY
12/30/2019
UPDATED DESIGN
1
06/04/2020
REVISIONS FOR DPH
2
09/01/2020
POST-DPH SUBMISSION
3
FEDERAL AID PROJECT NO.
12/23/2020
100% HIGHWAY SUB
4
THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS,
THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT
TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS
AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING,
AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK.
PROPERTY PLAN7
----------------------
03/19/2021
PS&E HIGHWAY SUB
5
STA 12+10± LT TO STA 13+35± LT
STA 15+75± LT TO STA 16+31± LT
STAGE 2
PAVEMENT NOTES
FULL DEPTH PAVEMENT
SURFACE COURSE: 1
1
2
" SUPERPAVE BRIDGE SURFACE COURSE - 12.5 (SSC-B-12.5) OVER
INTERMEDIATE COURSE: 1
3
4
" SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC-12.5) OVER
BASE COURSE: 3
1
4
" SUPERPAVE BASE COURSE - 37.5 (SBC-37.5) OVER
SUBBASE: 12" GRAVEL (TYPE b)
BRIDGE PAVEMENT
SURFACE COURSE: 1
1
2
" SUPERPAVE BRIDGE SURFACE COURSE - 12.5 (SSC-B-12.5) OVER
INTERMEDIATE COURSE: 1
1
2
" SUPERPAVE BRIDGE PROTECTIVE COURSE - 12.5 (SPC-B-12.5)
TEMPORARY PAVEMENT
SURFACE COURSE: 3" SUPERPAVE BRIDGE SURFACE COURSE - 12.5 (SSC-B-12.5) OVER
SUBBASE: 12" GRAVEL (TYPE b)
TACK COAT
ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED ON ALL HMA BASE COURSES,
INTERMEDIATE COURSES, WEDGE JOINTS, AND VERTICAL SURFACES PRIOR TO PAVING IN
ACCORDANCE WITH SECTION 450.
STA 13+35± LT TO STA 13+60± LT
STA 15+50± LT TO STA 15+75± LT
STAGE 2
STA 13+60± LT TO BRIDGE
BRIDGE TO STA 15+50± LT
STAGE 2
STA 12+09± RT TO BRIDGE
BRIDGE TO STA 17+21± RT
STAGE 1
TO
WN
LO
TO
WN
LO
CONSTRUCTION
B
L
12'-9
1
2
" (MAX)
TRAVEL LANE
12'-9
1
2
" (MAX)
TRAVEL LANE
PROP 2"
COMPOST
TOPSOIL
AND SEED
2.0% 2.0%
PROPOSED FULL
DEPTH PAVEMENT
PGL
PROPOSED GRANITE
CURB TYPE VA1
8" REVEAL (TYP)*
2
:
1
(
T
Y
P
)
PROPOSED GUARD
RAIL OR TRANSITION
TO BRIDGE RAIL (TYP)
4
:1
(T
Y
P
)1
.5
:1
(M
A
X
)
PROP 2"
COMPOST
TOPSOIL
AND SEED
PROPOSED PAVEMENT
MILLING MULCH UNDER
GUARD RAIL (TYP)
24" LEVEL
24" LEVEL
BRIDGE APPROACH
(LOOKING UP-STATION)
ROARING BROOK ROAD
* AT TRANSITION TO BRIDGE RAIL ONLY
** PROPOSED RIRAP (18" DEPTH) AT SLOPES STEEPER THAN 2:1
TO
WN
LO
12"
SAWCUT
INCIDENTAL TO
THE PAVING ITEMS
EXIST
PVMT
SLOPE
VARIES
2' MIN
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
TEMP BARRIER OR TEMP
RESTRAINED BARRIER AT BRIDGE
AS NOTED ON BRIDGE PLANS
CONSTRUCTION
B
L
MATCH EXIST
PVMT SLOPE
1:1
PROP TEMP
PAVEMENT
2" PROP COMPOST
TOPSOIL AND SEED*
4:1 (TYP)
1.5:1 (MAX)
VARIES
4' MIN
VARIES
13'-7" TO 18'-8"
TO
WN
LO
SAWCUT
INCIDENTAL TO
THE PAVING ITEMS
12"
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
BRIDGE WORK
ZONE VARIES
EXIST PVMT
SLOPE
CONSTRUCTION
B
L
1:1
PROP TEMP
PAVEMENT
2" COMPOST
TOPSOIL AND SEED
2
:
1
(
M
A
X
)
MATCH EXIST
PVMT SLOPE
VARIES
4' MIN
VARIES
12'-6" TO 16'-6"
SAWCUT
INCIDENTAL TO
THE PAVING ITEMS
FINAL EOP
VARIES 2.0% TO
MATCH EXIST
VARIES 2.0% TO
MATCH EXIST
PROP TEMP
PAVEMENT
2
:
1
(
M
A
X
)
2" COMPOST
TOPSOIL AND SEED
VARIES
3'-9" MIN
TO
WN
LO
LEVEL SHELF
EXTENSION TO
FINAL SLOPE BREAK
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
TEMP BARRIER OR TEMP
RESTRAINED BARRIER AS
NEEDED ON BRIDGE PLANS
VARIES
11'-7" TO 16'-6"
CONSTRUCTION
B
L
TO
WN
LO
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
TEMP BARRIER OR TEMP
RESTRAINED BARRIER AS
NOTED ON BRIDGE PLANS
CONSTRUCTION
B
L
2.0%
PROP FULL DEPTH PVMT
GRANITE CURB TYPE VA1
(8" REVEAL) AT FINAL EOP*
2"
COMPOST
TOPSOIL
AND SEED**
2
:
1
(
T
Y
P
)
4" PAVEMENT
MILLING MULCH
* AT TRANSITION TO BRIDGE RAIL ONLY
VARIES
11'-9" TO 12'-9
1
2
"
PROP GUARD RAIL, TL-2 (SINGLE FACED)
OR TRANSITION TO BRIDGE RAIL
(SEE HWY GRD DETAILS FOR STATIONING)
* RIPRAP (18" DEPTH) AT
SLOPES STEEPER THAN 2:1
ROUND TOP OF
SLOPE AND
BOTTOM OF SLOPE
PER STANDARD
DETAIL E103.1.0
ROUND TOP OF
SLOPE AND
BOTTOM OF SLOPE
PER STANDARD
DETAIL E103.1.0
ROUND TOP OF
SLOPE AND
BOTTOM OF SLOPE
PER STANDARD
DETAIL E103.1.0
**
*
PROP FULL DEPTH PVMT
2
TYPICAL SECTIONS
60
86
36
_R
W (R
TX
01
).D
WG
2/2
6/2
02
1 3
:2
6:3
2 P
M
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MA
LENOX
ROARING BROOK ROAD
- 7
PROJECT FILE NO.608636
PRELIMINARY RIGHT OF WAY PLANS
STA 12+09± RT TO STA 13+35± RT
STA 15+75± RT TO STA 17+21± RT
STAGE 3
STA 13+35± RT TO STA 13+60± RT
STA 15+50± RT TO STA 15+75± RT
STAGE 3
STA 12+10± LT TO BRIDGE
BRIDGE TO STA 16+31± LT
STAGE 4
STA 13+60± RT TO BRIDGE
BRIDGE TO STA 15+50± RT
STAGE 3
NOTES:
1. AGGREGATE BASE MATERIAL REMAINING AFTER REMOVAL OF TEMPORARY PAVEMENT
SHALL BE LOOSENED TO A DEPTH OF 6" PRIOR TO PLACEMENT OF LOAM OR COMPOST
SOIL AND SEEDING. THIS WORK SHALL BE INCIDENTAL TO THE PAVEMENT REMOVAL
ITEM.
NOTES:
1. AGGREGATE BASE MATERIAL REMAINING AFTER REMOVAL OF TEMPORARY PAVEMENT
SHALL BE LOOSENED TO A DEPTH OF 6" PRIOR TO PLACEMENT OF LOAM OR COMPOST
TOPSOIL AND SEEDING. THIS WORK SHALL BE INCIDENTAL TO THE PAVEMENT REMOVAL
ITEM.
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
CONSTRUCTION
B
L
SAWCUT AT FINAL EOP
INCIDENTAL TO THE
PAVING ITEMS
TEMP PVMT WIDENING
COMPLETED IN STAGE 2
TO
WN
LO
MATCH SIDE SLOPE
OF TEMP PVMT
PROP 2" COMPOST
TOPSOIL AND SEED
REMOVE LAYERS OF
TEMP PVMT BEYOND
FINAL EOP
VARIES
7'-9" TO 15'-6"
VARIES
2' MIN
CONSTRUCTION
B
L
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
BRIDGE WORK ZONE
VARIES
TEMP PVMT WIDENING
COMPLETED IN STAGE 1
PROP 2" COMPOST
TOPSOIL AND SEED
REMOVE LAYERS OF
TEMP PVMT BEYOND
FINAL EOP
SAWCUT AT FINAL EOP
INCIDENTAL TO THE
PAVING ITEMS
EXIST PVMT
SLOPE
VARIES
8'-3" TO 12'-2"
TOWN LO
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
TEMP BARRIER OR TEMP
RESTRAINED BARRIER AS
NOTED ON BRIDGE PLANS
CONSTRUCTION
B
L
VARIES 2.0% TO
MATCH EXIST
SAWCUT AT FINAL EOP
INCIDENTAL TO THE
PAVING ITEMS
TEMP PVMT WIDENING
COMPLETED IN STAGE 1
MATCH SIDE SLOPE
OF TEMP PVMT
MATCH SIDE SLOPE
OF TEMP PVMT
PROP 2" COMPOST
TOPSOIL AND SEED
REMOVE LAYERS OF
TEMP PVMT BEYOND
FINAL EOP
VARIES
8'-9" TO 9'-7"
TOWN LO
ONE-WAY ALT.
TRAVEL LANE
10'-6" (MIN)
TEMP BARRIER OR TEMP
RESTRAINED BARRIER AS
NOTED ON BRIDGE PLANS
CONSTRUCTION
B
L
MATCH SIDE SLOPE
OF TEMP PVMT
2" COMPOST TOPSOIL
AND TOPSEED**
PAVEMENT
MILLING MULCH
PROP GUARD RAIL, TL-2 (SINGLE FACED)
OR TRANSITION TO BRIDGE RAIL
(SEE HWY GRD DETAILS FOR STATIONING)
TEMP PVMT WIDENING
COMPLETED IN STAGE 1
REMOVE LAYERS OF
TEMP PVMT BEYOND
FINAL EOP
PROP FULL DEPTH PVMT
2.0%
GRANITE CURB TYPE VA1
(8" REVEAL) AT FINAL EOP*
TOWN LO
VARIES
12'-9
1
2
" TO 13'-10"
* AT TRANSITION TO BRIDGE RAIL ONLY
** RIPRAP (18" DEPTH) AT SLOPES STEEPER THAN 2:1
GRADE TO DRAIN,
5% MIN.
ROUND TOP OF SLOPE
AND BOTTOM OF SLOPE
PER STANDARD DETAIL
E103.1.0
*
*
STA 16+25 ± TO STA 17+21 ± RT
GRADE SLOPE TO BLEND WITH
LAWN AREA, LOOSEN THE SOIL AND
CONSTRUCT 4" LOAM AND SEED.
*
*
STA 15+60 ± TO STA 16+31 ± LT
GRADE SLOPE TO BEND WITH LAWN
AREA, LOOSEN THE SOIL AND
CONSTRUCT 4" LOAM AND SEED.
GRADE TO
DRAIN 5.0% MIN
NOTES:
1. AGGREGATE BASE MATERIAL REMAINING AFTER REMOVAL OF TEMPORARY PAVEMENT
SHALL BE LOOSENED PRIOR TO PLACEMENT OF LOAM, OR COMPOST TOPSOIL AND
SEEDING. THIS WORK SHALL BE INCIDENTAL TO THE PAVEMENT REMOVAL ITEM.
PROP FULL DEPTH PVMT
3
TYPICAL SECTIONS
60
86
36
_R
W (R
TX
01
).D
WG
2/2
6/2
02
1 3
:2
7:2
7 P
M
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MA
LENOX
ROARING BROOK ROAD
- 7
PROJECT FILE NO.608636
PRELIMINARY RIGHT OF WAY PLANS
NAVD 88
BASE ELEV
960.00
ROARING BROOK CONST
970
980
990
960
970
980
990
12+00 13+00
975.24
977.11
14+00
978.07
978.05
15+00
977.04
16+00 17+0012+00 13+00 14+00 15+00 16+00 17+0012+00 13+00 14+00 15+00 16+00 17+00
4
.1
5
%
-3
.4
6
%
HIGH POINT ELEV = 978.18
HIGH POINT STA = 14+73.78
PVI STA = 14+65.00
PVI ELEV = 980.01
A.D. = -7.61%
K = 25.48
194' VC
PV
C: 13+
68
ELE
V: 975.98
PV
T: 15+
62
ELE
V: 976.65
238.8' SSD
BEGIN PROFILE
STA 13+35.00
END PROFILE
STA 15+75.00
BR# L-07-006
EXISTING GRADE
PROPOSED GRADE
END PROJECT
STA 17+25.00
N 2971332.9497
E 186803.6243
BEGIN PROJECT
STA 12+00.00
N 2970863.1738
E 186569.3424
PR
OP
G
RA
DE
10050200
HOR. SCALE IN FEET
0 4 10 20
VERT. SCALE IN FEET
4
CRITICAL PROFILE
60
86
36
_R
W (R
PF
01
).D
WG
2/2
4/2
02
1 2
:5
6:4
0 P
M
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MA
LENOX
ROARING BROOK ROAD
- 6
PROJECT FILE NO.608636
PRELIMINARY RIGHT OF WAY PLANS
PARCEL
NO.
PLAN
SHEET
NO.
TITLEHOLDER REMARKS
DEED
BOOK
PAGE
NO.
REMAINING
TITLE REFERENCE
AREA (S.F. +/-)
TAKEN EASEMENT
CITY TYPE AREA
TE-1 1053 825
TOTAL
PROPERTY
AREA
(S.F.)
TOTAL
TAKEN
STATE
LCC
NO.
CERT
NO.
7 2,596TEMP.
COMMONWEALTH OF MASSACHUSETTS DIVISION OF
FISHERIES AND WILDLIFE
TE-3 1463 9197 19GENERAL ELECTRIC COMPANY
TE-4 TEMP. 1,975 GRADING, CLEARING, GRUBBING & TREE TRIMMING FOR UTILITIES7
TE-5 1096 683 TEMP. 2,535 CLEARING, GRUBBING & TREE TRIMMING FOR UTILITIES7
COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
TE-2 ARLINE B. CALLAN AND JAMES R. CALLAN 1787 327 TEMP. 909 GRADING, EROSION CONTROL, CLEARING & GRUBBING7
SHAYNE A. DAGGETT, JR. 6263 2757PUE-1-T 34PERM.
TE-6 TEMP. 134 GRADING, CLEARING, GRUBBING & TREE TRIMMING FOR UTILITIES7
138,136
TEMP. GRADING, EROSION CONTROL, CLEARING & GRUBBING
GRADING, EROSION CONTROL, CLEARING & GRUBBING
UTILITY POLE GUY WIRE ANCHOR
SHAYNE A. DAGGETT, JR. 6263 275
SHAYNE A. DAGGETT, JR. 6263 275
5
PARCEL SUMMARY
60
86
36
_R
W (R
PS
01
).D
WG
3/1
9/2
02
1 2
:2
7:0
7 P
M
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MA
LENOX
ROARING BROOK ROAD
- 7
PROJECT FILE NO.608636
PRELIMINARY RIGHT OF WAY PLANS
13
14
15
16
1718
19+00
TOWN LO
TOWN LO
R
O
A
R
I
N
G
B
R
O
O
K
ROARING BROOK ROAD
PUE-1-T
160±
670±
145±
663±
SHAYNE A. DAGGETT, JR.
BK 6263 PG 275
TOTAL AREA = 143,312 SF
RO
AR
IN
G B
RO
OK
270±
292±
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
0
SCALE: 1" = 40'
40 160100
6
LOCATION PLAN
60
86
36
_R
W (R
LP
01
).D
WG
3/1
9/2
02
1 2
:2
9:5
6 P
M
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MA
LENOX
ROARING BROOK ROAD
- 7
PROJECT FILE NO.608636
PRELIMINARY RIGHT OF WAY PLANS
N
N
A
D
8
3
1
1
RET
PROP OHW
(BY OTHERS)
1
1
12
13
14
15
16
17
2021 TOWN LAYOUT LINE
PROJECT BEGIN
STA 12+00
N2970863.1738
E186569.3424
PROJECT END
STA 17+25
N2971332.9497
E186803.6243
PARCEL TE-1
COMMONWEALTH OF MASSACHUSETTS
DIVISION OF FISHERIES AND WILDLIFE
APPROX AREA = 2,596 SF
PARCEL TE-2
ARLINE B. CALLAN
AND JAMES R. CALLAN
APPROX AREA = 909 SF
PROP 2021 TOWN LAYOUT LINE
PARCEL TE-3
GENERAL ELECTRIC COMPANY
APPROX AREA = 19 SF
6
'
±
7'±
PARCEL TE-4
SHAYNE A. DAGGETT, JR.
APPROX AREA = 1,975 SF
1
6
'±
6'±
P
R
O
P
2021 T
O
W
N
LA
Y
O
U
T LIN
E
PARCEL TE-5
COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
APPROX AREA = 2,535 SF
45'±
7
'
±
1
7
'±
61'±
2
3
'
±
93'±
4'±
67'±
2
0
'
±
245'±
PARCEL PUE-1-T
SHAYNE A. DAGGETT, JR.
APPROX AREA = 34 SF
PROP 2021 TOWN LAYOUT LINE
PARCEL TE-6
SHAYNE A. DAGGETT, JR.
APPROX AREA = 134 SF
6'±
6'±
5'±
49'±
49'±
154'±
166'±
BO
S
BO
S
TOS
BOS
B
O
S
BO
S
TOS
TOS
RET
R&D
R
E
T
R&D
RET
R&R
RET
R
E
T
RET
ROARING
BROOK ROAD
R
O
A
R
IN
G
B
R
O
O
K
R
O
A
R
I
N
G
B
R
O
O
K
ROARING BROOK ROAD
PROP EOP (TYP)
MAINTAIN ACCESS TO
PUBLIC FOOT PATH
PROP EOP (TYP)
PROP SEDIMENT
CONTROL BARRIER (TYP)
PROP FULL DEPTH PVMT
PROP FULL DEPTH PVMT
SAWCUT AND
MEET EXIST PVMT
SAWCUT AND
MEET EXIST PVMT
SAWCUT TEMP PVMT AT
JOINT WITH EXIST PVMT
SAWCUT TEMP PVMT AT
JOINT WITH EXIST PVMT
SAWCUT TEMP PVMT AT
JOINT WITH EXIST PVMT
LIMIT OF TEMP
PVMT (TYP)
LIMIT OF TEMP PVMT (TYP)
PROP SEDIMENT
CONTROL BARRIER (TYP)
R&D RUSTED
BARBED WIRE
R&R UPL 14
(BY OTHERS)
R&R UPL 13 (BY OTHERS)
PROP CLEARING LIMIT
PROP CLEARING LIMIT
+09.49
PROP GRAN CURB TYPE VA1 (8" REVEAL)
PROP GRAN CURB TYPE VA1
(8" REVEAL)
RET
RET
ORDINARY HIGH WATER
ORDINARY HIGH WATER
PROP UPL 12 WITH 12'
GUY (BY OTHERS)
PROP 10' GUY (BY OTHERS)
EXIST MIDSPAN
TELEPHONE LINE TO
BE RELOCATED TO
UPL 12 (BY OTHERS)
RET
RET
SAWCUT TEMP PVMT AT
JOINT WITH EXIST PVMT
LIMIT OF CLEARING
FOR OHW
LIMIT OF CLEARING FOR OHW
RET
LIMIT OF TRIMMING FOR OHW
AT EASEMENT BOUNDARY
LIMIT OF TRIMMING FOR OHW
AT EASEMENT BOUNDARY
PROP 6' GRAN
TRANS CURB
PROP 6' GRAN TRANS CURB
PROP OHW (BY OTHERS)
PROP 18"
RIPRAP
REM TEMP PVMT
PROP 4" LOAM &
SEED
REM TEMP PVMT
PROP 4" LOAM & SEED
BRIDGE
NO. L-07-006
(SEE BRIDGE PLANS)
PROP SEDIMENT
CONTROL BARRIER
(TYP)
NOTES:
1. BENCHMARK AT UPL 12 SHALL BE RE-ESTABLISHED AT AN
ALTERNATIVE LOCATION IN COORDINATION WITH MASSDOT
PRIOR TO UTILITY WORK COMMENCING
2. ANY ADDITIONAL TRIMMING DEEMED NECESSARY BY THE
UTILITY BEYOND THE PROPOSED TEMPORARY EASEMENTS
WILL NEED TO BE APPROVED BY THE PROPERTY OWNER(S)
PROP GRAN CURB TYPE VA1
(8" REVEAL)
PROP 6' GRAN TRANS CURB
PROP GRAN CURB TYPE VA1
(8" REVEAL)
PROP 6' GRAN
TRANS CURB
REM TEMP PVMT
PROP 2" COMPOST
TOPSOIL & SEED
REM TEMP PVMT
PROP 2" COMPOST TOPSOIL & SEED
PROP 2" COMPOST
TOPSOILPROP 2" COMPOST
TOPSOIL
PR
OP
236'±
262'±
23'±
5
'±
171'±
43'±
8
'±
18
RET
PROP OHW
(BY OTHERS)
20
SCALE: 1" = 20'
0 50 100
7
PROPERTY PLAN
60
86
36
_R
W (R
PP
01
).D
WG
3/1
9/2
02
1 2
:3
1:0
5 P
M
FED. AID PROJ. NO.
SHEET
NO.
TOTAL
SHEETS
STATE
MA
LENOX
ROARING BROOK ROAD
- 7
PROJECT FILE NO.608636
PRELIMINARY RIGHT OF WAY PLANS
INSET A
SCALE 1" = 20'
INSET B
SCALE 1" = 20'
CONT. IN
INSET B
ABOVE
CONT. IN
INSET A
ABOVE
N
N
A
D
8
3