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Village Inn

Bedford

PH

PH

PH

PH

PH

PH

##

DRIVE, LLC

43 CONSTITUTION

##

INVESTMENTS, LLC

CONSTELLATION

5.77 Ac.–

#

38-1

13-

##

REVOCABLE TRUST

KRISTIN M. PRINCE

##

JOHN J.

FLATLEY,

3.57 Ac.–

8306/1716

23-3

10-

##

LLC

AV BEDFORD,

##

LLC

AV BEDFORD,

##

LLC

AV BEDFORD,

1.56 Ac.–

8306/1716

23-6

10-

1.61 Ac.–

8306/1716

23-5

10-

2.01 Ac.–

8312/2129

23-4

10-

##

INC.

CHILDREN’S CENTER,

BRIGHT HORIZONS

##

DONNA

PETER &

HOLDEN,

1.31 Ac.–

5609/1001

37-2

13-

1.19 Ac.–

7896/61

37-1

13-

9.18 Ac.–

3715/288

35

13-

4.4 Ac.–

8526/1799

32

13-

5.00 Ac.–

5386/1734

41

13-

1.50 Ac.–

6433/1109

42

13-

##

COLLEEN S.

STEPHEN W. &

FOSTER,1.5 Ac.–

7325/1482

43-1

13-

1.5 Ac.–

5464/1494

43-2

13-

##

ROBERT

LOTT,

1.6 Ac.–

8002/2005

43-3

13-

##

MOORE, RICHARD B.

TUFTS-MOORE, SUSAN

3.74 Ac.–

5196/1317

43-4

13-

##

MOORE, RICHARD B.

TUFTS-MOORE, SUSAN

8.4 Ac.–

6845/195

47

13-

1.44 Ac.–

7796/1877

50

13-

1.0 Ac.–

6409/1243

51

13-

1.6 Ac.–

7632/461

12

13-

1.10 Ac.–

7584/959

22

13-

0.70 Ac.–

7904/1085

24

13-

1.0 Ac.–

7904/1085

23

13-

##

& SUSAN

KEITH T.

CHANDONNET,1.2 Ac.–

7546/2882

13-24

13-

4.0 Ac.–

8224/410

8215/810

57

13-

##

& SUSAN K.

STEPHEN D.

ROBINSON,

1 Ac.–

5602/836

29

13-

1.62 Ac.–

7574/1311

11-1

13-

1.10 Ac.–

8128/1748

10

13-

##

SARA L.

&

MICHAEL J.

SONBERG,

1.50 Ac.–

7522/1349

9

13-

3.2 Ac.–

7179/2855

LINE EASE. (APPROX.)

POWER TRANSMISSIOON

LINE EASE. (APPROX.)

POWER TRANSMISSIOON

LINE EASE. (APPROX.)

POWER TRANSMISSIOON

PROJECT P-3783

DRAINAGE EASE.

PROJECT P-3783

DRAINAGE EASE.

PROJECT P-3783

DRAINAGE EASE.

PROJECT P-3783

SLOPE EASE.

PROJECT P-3783

SLOPE/DRAIN. EASE.

PROJECT P-3783

SLOPE/DRAIN. EASE.

(DOT)

OF NH

STATE

##

##

(DOT)

OF NH

STATE

##

##

PLAN 37047

EASEMENTS PER

PLAN 37047

EASEMENTS PER

PROJECT P-3783

DRAINAGE EASE.

PROJECT P-3783

SLOPE EASE.

PROJECT P-3783

DRAINAGE EASE.

PROJECT P-3783

SLOPE EASE.

PROJECT P-3783

SLOPE EASE.

PROJECT P-3783

SLOPE EASE.

PLAN 37047

EASEMENT PER

DRAINAGE

PLAN 15187

##

(DOT)

OF NH

STATE

1.7 Ac.–

5628/1108

8

13-

##

RAMIG, ROBERT L.

RAMIG, MARIE E.

##

NAME

NAME

##

POWER COMPANY

NEW ENGLAND

4.83 Ac.–

#

22

10

2.93 Ac.–

7447/1601

203

45

0.18 Ac.–

6201/350

194

45

##

2000 TRUST

JOSEPH P. CONWAY

##

MATTHEW J.

VINCENT,

JENNIFER R.

STEVENS,

0.18 Ac.–

6201/35012.55 Ac.–

#

37-19

13

##

BEDFORD

TOWN OF

##

SARAH

SANCHEZ,

EDWARD C.

ROBINSON,

PROJ.

P-33

72L.

A.R.

O.W.

R.O.W.

EXIST.

PR

OJ.

P-3783

L.

A.

R.

O.

W.

PROJ. P-3372

L.A.R.O.W.

PROJ. P-3783

C.A.R.O.W.

PR

OJ. P-4988

L.

A.

R.

O.

W.

PR

OJ.

P-3783

C.

A.

R.

O.

W.

PR

OJ.

P-3783

R.

O.

W.

PR

OJ.

P-3783

R.

O.

W.

PR

OJ.

P-3783

C.

A.

R.

O.

W.

PR

OJ.

P-3783

C.

A.

R.

O.

W.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXI

ST.

PROJECT P-3783

SLOPE EASE.

PROJECT P-3783

DRAINAGE EASE.

PROJ. P-3783

C.A.R.O.W.

P-2139

R.

O.

W.

P-2139

R.

O.

W.

R.

O.

W.

EXIST.

R.O.W.

EXIST.

PROJECT P-2139

R.O.W.

0.86 Ac.–

7295/2804

5460/1940

49

13-

PROJECT P-2139

SLOPE LINE

PROJECT P-2139

SLOPE LINE

PROJECT P-2139

SLOPE LINE

PROJECT P-2139

SLOPE LINE

PROJECT P-2139

SLOPE LINE

PROJECT P-2139

SLOPE LINE

DRAINAGE

PROJECT P-2139

DRAINAGE

PROJECT P-2139

PROJECT P-3783

DRAINAGE EASE.

PROJ.

P-21

39

R.O.

W.

PROJ.

P-21

39R.O.

W.

PROJ.

P-21

39R.O.

W.

PROJ.

P-21

39R.O.

W.

R.

O.

W.

EXIST.

R.

O.

W.

EXIS

T.

R.

O.

W.

EXIST.

R.

O.

W.

EXIS

T.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXIST.

R.

O.

W.

EXIST.

PROJ. P-

2139R.O.W.

PROJ. P-

2139R.O.W.

PROJ. P-21

39R.O.W.

LINE EASE. (APPROX.)

POWER TRANSMISSIOON

CLASS V CLASS II

STA. 262+00

PROJ. P-2139

RTE. 101 R.O.W.

APPROX. PRE-1951

0.85 Ac.–

2937/77

48

13-

ALONG C.A.R.O.W.

0 POINTS OF ACCESS

OF ACCESS

0 POINTS

OF ACCESS

0 POINTS

ALONG C.A.R.O.W.

0 POINTS OF ACCESS

ALONG C.A.R.O.W.

0 POINTS OF ACCESS

1 POINT OF ACCESS

EXIST.

R.O.

W.

EXIST.

R.O.

W.

EXIST.

R.

O.

W.

EXIST.

R.

O.

W.

EXIS

T.

R.

O.

W.

EXIST.

R.

O.

W.

EXIST.

R.O.W.

EXIST.

R.O.W.

EXIST.

R.O.W.

EXIST.

R.O.W.

EXIST.

R.O.

W.

EXIST.

R.O.

W.

EXIST.

R.O.W.

EXIST. R.

O.

W.

EXIST. R.

O.

W.

EXIST.

R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. C.A.R.O.W.

EXIST. C.A.R.O.W.

EXIST. C.A.R.O.W.

EXIST. R.

O.

W. E

XIST. R.

O.

W.

EXIST. C.A.R.O.W.

EXI

ST.

C.

A.

R.

O.

W.

EXIST. C.A.R.O.W.

EXI

ST.

C.

A.

R.

O.

W.

EXIST. C.A.R.O.W.

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXIS

T.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXIST. C.A.R.O.W.

EXIST. R.O.W.

EXIST.

L.A.

R.O.

W.

EXI

ST.

L.

A.

R.

O.

W.

EXIST. L.A.R.O.W.

EXIST. L.A.R.O.W.

EXIST. L.

A.

R.

O.

W.

EXIS

T.

L.

A.

R.

O.

W.

EXI

ST.

L.

A.

R.

O.

W.

CORPORATION

BOSTON & MAINE

30

37

COMBS-FORTIER, LISA

FORTIER, KEVIN J.

38

KATHERINE M.

HANNA,

2.04 Ac.–

8459/198

11

13-

HERE

EASE.

UTIL.

# Ac.–

589/63

61

13-

p/o

41

NANCY K.

LUONGO,

42

REVOCABLE TRUST

RICHARD W. PEASE

REVOCABLE TRUST

PAULA R. PEASE

43

MANESSA R.

LINS,

45

CORPORATION

& MAINE

BOSTON

# Ac.–

589/63

##

13-

46

AMELIA E.

JENKINS,

47

REVOCABLE TRUST OF 2005

ROLAND G. PRUD’HOMME

49

CORPORATION

& MAINE

BOSTON

48

ELINORE J.

DUNHAM,

50

& LORI

STEVEN

CONNORS,

# Ac.–

859/151++

##

13

51

CORPORATION

& MAINE

BOSTON

# Ac.–

589/189

##

13-

# Ac.–

589/189

##

13-

39

CORPORATION

& MAINE

BOSTON

##

ELSA M.

SULLIVAN,

EXIST.

R.O.

W.

EXIST. R.O.W.

53

NEEDS TRUST

SUPPLEMENTAL

THE THOMAS LUKE

and

LUKE, LIANE A.

54

& SUSAN

KEITH T.

CHANDONNET,

55

COMPANY

MANAGEMENT

BEDFORD

57

ASSOCIATES

POND HAVEN

58

DRIVE, LLC

CONSTITUTION

ONE

ON CONSTITUTION DR.

ALONG C.A.R.O.W.

0 POINTS OF ACCESS

PR

OJ.

P-3783

C.

A.

R.

O.

W.

PROJ. P-2139

R.O.W.

59

EAST, ACA

FARM CREDIT

##

LLC

REAL ESTATE,

BEDFORD HILLS

EXIST. C.A.R.O.W.

60

BEDFORD

TOWN OF

C.A.R.O.W.

ACCESS ALONG

0 POINTS OF

PROJ. P-3783

C.A.R.O.W.

P-2139

R.O.W.

NOT DISCONTINUED)(UNRECLASSIFIED &

# Ac.–

1968/391

##

13

44

KISTLER, KAREN

IBARRA, DAVID

# Ac.–

589/63&189

##

13-

0 POINTS OF ACCESS

0 POINTS OF ACCESS

OF ACCESS

0 POINTS

P-3783

PROJ.

C.A.R.O.W.

PROJ. P-

2139R.O.W.

(NOT HELD)

ON P-3783 PLAN

C.A.R.O.W. AS SHOWN

R.O.W.EXIST.

R.O.W.EXIST.

P-3783

PATH EASE.

RECREATIONAL

P-2139

R.O.W.1552/

430 R.O.W.

PER DEED 1552/430.

P-2139 CONSTRUCTION LINE,

75’ OFFSET FROM THE

THIS LINE IS A

56

LLC

MCQUADE BROOK,

EXI

ST.

R.

O.

W.

9.22 Ac.–

8162/1598

73

13-

1.69 Ac.–

7409/1

37-6

13-

0.01 Ac.–

1583/413

##

##

# Ac.–

1818/440

##

##7.48 Ac.–

8306/1680

23-1

10-

1.06 Ac.–

2253/124

37-4

13-

2.31 Ac.–

5471/699

37-5

13-

2.26 Ac.–

7382/2678

37-15

13-

13.2 Ac.–

7874/2067

53

13-

3.4 Ac.–

5667/1809

60-1

13-

7.9 Ac.–

8454/1303

58

13-

39

39

-1

44

CHRISTOPHER

BLUE,

-1

51

& SOPHY

VICHIRA

HENG,

-1

56

HOLDINGS, LTD

CARNEVALE

52

HENRY JR.

WHEELER,

EASEMENTS

ACCESS

PLAN 37048

EASEMENT PER

DRAINAGE

& 37048

PLANs 37047

EASEMENTS PER

PLAN 37048

EASEMENT PER

DRAINAGE

40

WOODBURY, DAVID

STONE, GRACE W.

SPENCER, CHARLOTTE W.

MARTHA W.D. MORFORD

ESTATE OF

12" d.i.

16" d.i.

12" d.i.

16" d.i.

16" d.i.

16" d.i.

16" d.i.

12" d.i.

mh

s

mh

s

pb

pb

pb

pb

pb

pb

pbpb

pb

pb

pb

pb

pb

pbpb

pb

pb

pb

ip

lp

pb

pb

pb

an

an

an

an

an

an

an

an

an a

n

an

anan

cc

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

gl

gl

di

di

fp

m ht

m

h

t

ws

o

w

so

ws

o

w

so

vp

m

hs

an

an

m

h

t

an

an

an

an

an

an

cb

di

an

an

anm ht

an

an

di

di

ip

mh

s

m hs

m hs

m h

s

m

h

s

m

hsmh

an

an

m

hs

mh

mh

t

w

cb

pb

pb

pb

pb

cb

an

an

cb

an

an

cc

pb

cb

m

hs

hyd

cb

mh

s

elec mtr

an

mast with light

traffic signal

mh

e

m

ht

wso

mh

gran bnd

gran bnd

4 sprink

ler hds

mh cc

an

lp

lp

lp

lp

wood post

lp

jb

lp

tele

phon

e j

b

cb

bollard

mbs

2

US

w

so

wso

wg

wg

pb

pb

pb

pb

pb

pb

pb

pb

pb

pb

mpm

h

t

mh

t

mh

s

mh

s

mh

s

mh

s

mh

s

mh

s

mh

s

mh

s

m

h

s

mh

d

lp

hy

d

hy

d

hyd

cc

cc

cc

cb

cb

cb

cb

cb

cb

bnd

bnd

bnd

bnd

bnd

bnd

an

anan

an

an

an

an

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

md

bnd

bnd

bnd

bndbnd

bnd

bnd

bnd

bnd

bnd

bnd

bnd

an

bnd

bnd

bndgran

bnd

w/disk

NH bnd

NH bnd

lp

gl

cb

wso

an

bnd dh

bnd

gran

an

mh

d

ip

ip

ip

ip

dh dh

dh

dh

dh

dh

cb

bnd

bnd

bnd

bnd

bnd

bnd

an

an

anan

an

an

an

an

an

NULL

NULL

dh

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH M

HM

H

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

CB

CB

CB

CB

CB

CB

SG

PH

PH

PH

PH

PH

PH

PH

OP

LP

LP

LP

FP

fc

fc

fc

fc

fc

fc

fc

fc

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

postpost

postpost

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

postp

ost

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

post

postpost

post

post

md

mdmd

md

md

md

md

md

md

md

md

md md

md

md

md

mdmd

md

md

md

md

md

md

md

md

md

md

md

md

mdmd

md

md

md

mdmd

md

md

md

md

hyd

hy

d

fp

fp

fp

fp

fp

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cb

cbc

b

cb

cb

md

post

approx.

leachfield

approx.

leachfield

approx.

leachfield

approx.

leachfield

approx

.

leachf

ield

approx.

leachfield

approx.

leachfield

appr

ox.

leac

hfield

approx.leachfield

s

l gran curb

sl

gran curb

no #s

bgr

15

wpsnh

rcp

18"

18" rcp

18" rcp

18" rcp

rcp

15"

rcp

15"

18" cmp

18" rcp

18" rcp

mixed woods

mast with light

traffic signal

dir sign

signal

traffic

woods

mixed

pond

retaining

maple

7.5’ c.

maple

6’ c.

orn

NH Rte 101

bgr

86

net

4

5w

psnh

87

net

4�

5w

psnh

87�

net

5

5w

psnh

48" rcp

avg maples

(2) 3’ c.

mr

m hdr

rcp

36"

rcp

15"

15" cmp

1psco

88

net

6

5w

psnh

40e

89

net

7

5w

psnh

88�

net

6�

5w

psnh

15t

25k

mixed woods

enter"

not

"do

enter"

not

"do

gate

mtl

orn

orn

lnk

chn

lnk

chn

jb

tel

driveway"

block

"do not

driveway"

block

"do not

asph curb

asph curb

& parking

asph drive

lawn

Bedford Safety Complex

2 story brick/conc block

Credit

Farm

Pioneer

First

wood

brick/

1 story

orn

orn

ornpad

conc

conc stps

asph sk

asph curb

conc curb

rcp

15"

mixed woods

curb

asphalt

"stop"signal

traffic

asph

curb

brick

1 story

cmp

12"

12" c

mp

12" c

mp

pad

conc

Constitution

Drive

asph

curb

stone r

w

la

wn

"stop" orn

15" c

mp

Old

Bedford

Road

rip rap

30"

li

mit

"speed

mixed

woods

rip rap

18" rcp

woods

mixed

rcp

18"

hdr

mrm

1

psnh

1

908

net

cmp18"

plstc

6"

asphalt drive

wood rl

wood rl

w

ood rl

stone planter"Carlyle Place"

12" psp

str

gran c

u

rb

ash

.9’ c.

wood

1 sty

box

valve

cnt

pad

conc

curb

str gran

mixed

woods

orn

orn

sign

information

2 stn r

ws

gran slab

Inn

Village

Bedford

wood

2 story

maple

8’ c.

sl gran curb

st

r gra

n

c b

sl gran curb

lawn

split rail

gran stps

sl gran curb

stn rw

valvescontrol

irrigation

stps

gran

orn

mixed woods

wood rail

str gran curborn

rcp

15"

15" rcp

rcp

15"

Inn"Village"Bedford

sta

pump

sewer

conc pad

orn

orn

asphalt sk

vehicles"

motor"no

vehicles"

motor"no

bgr

woodsmixed

15" rcp

12" c

mp

culvert

box

2’x 3’

12" cmp

24" rcp

6" clay

clay

6" clay

12"

psco 1

no #

s

Horace

Greeley

Highway

clay6"

60" c

mp to 60" rcp

no #

s

98

net

psco 1

t

6

98

net

16

psco

stn rw

167/9715

nynex

5w ps

nh 15-15p

snh

pvc6

"

syca

more

14’ c.

227

psco150net

..."

Office Park

"Bedford Springs

5-1

lp

metal

12k

8t

90

167

net

8

5w

psnh

metal lp

tanks

propane

w/3

pad

conc

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7

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

191192

193 194 195196

197

198

199

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

30

31

32

33

34

50

51

52

70’ RT

PROJ. P-3783

65’ RT

PROJ. P-3783

75’ RT

PROJ. P-2139

65’ RT

PROJ. P-2139

60’ LT

PROJ. P-2139

55’ RT

PROJ. P-2139

60’ RT

PROJ. P-2139

65’ RT

PROJ. P-2139

60’ RT

PROJ. P-2139

60’ LT

PROJ. P-2139

m hd

ip

ip

ip

ip

dh dh

dh

dh

dh

dh

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an

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dh

RETE

NTIO

N

BIO-

SEDIMENT FOREBAY WITH BIORETENTION

BIORETENTION

FOREBAY AND

RETENTIONBIO-

FOREBAYSEDIMENT

FOREBAYSE

DIMENT

RETENTIONBI

O-

Proposed Sidewalk

LEGEND

Approximate Limit of Slope Work and Landscaping

Shoulder of Proposed Roadway

Access Points to Proposed Roadway (Drives, etc.)

Removal of Existing Pavement Outside of Slope Work

Existing Pavement (Roadways, Drives, Sidewalks, etc.)

Existing Tree and/or Brush Line

Water (Rivers, Streams, Lakes, Ponds, Swamps, etc.)

Buildings

Buildings To Be Removed

Wetlands

Property Lines

State, County, City and Town Lines

Existing Easement Lines

Proposed Easement Lines

Existing R.O.W. (Right -of-Way)

Proposed R.O.W.

Existing C.A.R.O.W. (Controlled Access)

Proposed C.A.R.O.W.

Existing L.A.R.O.W. (Limited Access)

Proposed L.A.R.O.W.

Bridge Removal

Prepared By

New Hampshire Department of Transportation

Highway Design Bureau

Travel Way of Proposed Roadway

Proposed Raised Traffic Islands

Existing Gravel Surface (Drives, Paths, etc.)

SCALE IN FEET

50 0 50 100

NGVD29=20026

4.

4

26

4.

4

26

4.

5

26

4.

6

26

4.

9

26

5.

1

26

5.

4

26

5.

6

26

5.

6

26

5.

6

26

5.

3

26

4.

8

26

4.

1

26

3.

3

26

2.

6

26

1.

9

26

1.

1

26

0.

2

25

9.

3

25

8.

5

25

7.

6

25

6.

8

25

5.

9

25

5.

1

25

4.

3

25

3.

5

25

2.

6

25

1.

7

25

0.

8

25

0.

0

24

9.

1

24

8.

3

26

4.

49

26

4.

56

26

4.

70

26

4.

84

26

5.

03

26

5.

27

26

5.

52

26

5.

77

26

6.

02

26

6.

27

26

6.

52

26

6.

77

26

7.

02

26

7.

20

26

7.

09

26

6.

69

26

5.

99

26

4.

98

26

3.

68

26

2.

10

26

0.

44

25

8.

81

25

7.

33

25

6.

04

25

4.

93

25

3.

98

25

3.

05

25

2.

12

25

1.

19

25

0.

26

24

9.

33

24

8.

40

171

+25.00

177

+32.46

186

+19.49

186

+50.00HORIZONTAL CURVE DATA

0.27%0.50%

-3.31%

-1.86%

PI = 172+75.00

ELEV. = 264.90

VC = 100

K = 436

PI = 178+75.00

ELEV. = 267.90

VC = 320

K = 84PI = 182+25.00

ELEV. = 256.30

VC = 200

K = 137

R = 2800’ R = 3450’

210 210

220220

230 230

240240

250

260

171+25 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 186+50

EL

EV.

=

26

4.

76

P.

V.

C. 1

72

+2

5.

00

EL

EV.

=

26

5.

15

P.

V.

T. 1

73

+2

5.

00

EL

EV.

=

26

7.

10

P.

V.

C. 1

77

+1

5.

00

EL

EV.

=

26

2.

60

P.

V.

T. 1

80

+3

5.

00

EL

EV.

=

25

9.

61

P.

V.

C. 1

81

+2

5.

00

EL

EV.

=

25

4.

44

P.

V.

T. 1

83

+2

5.

00

X-A000(143)13953

BEDFORD

5/13/14

SUBJECT TO CHANGE

PRELIMINARY PLANS

DATE

CO

NSTIT

UTIO

N D

RIV

E

OL

D B

ED

FO

RD R

D

COLO

NIA

L D

RIV

E

SHAW D

RIVE

BOYNTON STREET

LIB

ER

TY HIL

L R

OA

D

BEDFORD CENTER ROAD

T EH STATE

OF

NE

W

HA

MPS

HI

RE

DEP

AR

TM

EN

T

OF

TR

AN

SP

ORTATION

GRID

T EH STATE

OF

NE

W

HA

MPS

HI

RE

DEP

AR

TM

EN

T

OF

TR

AN

SP

ORTATION

GRID

NH ROUTE 101

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