N

LENOX

H

O

U

S

A

T

O

N

IC

R

I

V

E

R

S

E

W

E

R

P

LA

N

T R

D

R

O

A

R

I

N

G

B

R

O

O

K

R

O

A

R

IN

G

B

R

O

O

K

R

O

A

D

END OF PROJECT

STA 17+25

N 2971332.9497

E 186803.6243

BEGINNING OF PROJECT

STA 12+00

N 2970863.1738

E 186569.3424

N

E

W

L

E

N

O

X

R

D

E

N

E

W

L

E

N

O

X

R

D

MIL

L B

RO

OK

N

E

W

L

E

N

O

X

R

D

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