1
mb mb mb mb mb an an an an an an an an an an an an an an an ip ip ip cb cb cb cb cb cb cb cb gl gl di fp w w w w w w st st w w mb lp an di an 3 mb an mb an an ip an cb an cb vp gl T/L an di an an gl lp cb ip mb cb cb conc bnd da mb mb da mtl post mb w metal post an cb NH conc bnd NH conc bnd wood post wood post wood post NH conc bnd NH conc bnd NH conc bnd metal gate post 2 3.4’c. stumps 3’c. stump orn lp mb barbed wire cow pasture conc bnd "covered bridge no.2" earth sluice 3.3’ c. stump 5.6’ c. stump 4.9’ c. stump 5.9’ c. stump 6.2’ c. stump asphalt apron gravel dr mb "Kiwanis International" No overnight winter parking "Topline Auto Body" an wood deck over old conc sp/sk 1.3’ c. stump 12" inter sign "Westport Vil Rd" "school bus stop ahead" "south 10" obj mkr obj mkr "Payne Rd" "truck turning & entering" mes 15" "Winchester Swanzey" "traffic control point 3" mb ip an wood lp wood lp wood lp "Edgewater Center" "Keene Metro" 1 story wood asphalt drive cedars 2 gate post 2 gate post dyl dyl swl mb an asph apron 5.6’c. hardwood 6.2’c. hardwood psnh 32 13-1 net 84-1 18" stone hdr bldr conc 5.7’c. 5.3’c. mb stone rw N.H. Route 10 N.H. Route 10 "no Passing zone" "no Passing zone" 6’cmp mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods mixed woods asphalt sluice vinyl post & rail .7’ c. crab apple 3’ c. avg 3 maple 3.9’ c. avg tri maple orn orn asph sk asph drive conc pad wood gar stockade .7’ c. spruce asph sluice ledge asph sluice asphalt drive 1 1/2 stry wd gar asph sk 1 1/2 stry wood 3.3’ c. maple 12" cmp 1.6’ c. stump 12" cmp 18" rcp 6" und mixed woods gravel drive 6" cmp 12" cmp inter sign ledge 12" cmp 12" cmp .3’ c. cherry grass stn rw .7’ c. avg 2 apple .7’ c. hardwood o m b s B r i d g e R o a d asph sluice a s p h a l t d r i v e 2.6’ c. avg 5 cedars 1 1/2 story wood conc pads gravel drive 1 sty wood 1’ c. apple 2’ c. fir 3.9’ c. avg 2 firs 3.9’ c. elm 4.3’ c. maple g r a v e l d r i v e 8" cmp 12" cmp asph apron gravel drive 2 orns 2’ c. maple 1.3’ c. spruce "stop" orn 1.6’ c. stump gravel drive "Keene Rd" "Coombs Bridge Rd" lawn gravel drive picket 5.9’ c. maple 3’ c. tamarack 2.3’ c. tamarack 3.9’ c. tamarack hedge picket splt rail gravel drive 2.6’ c. apple psnh 74 133 net 99 net 99-1 4.3’ c. pine 3.9’ c. pine 4.6’ c. pine 3.9’ c. pine 3.9’ c. pine 3.3’ c. pine 4.3’ c. spruce 2.3’ c. spruce 3’ c. spruce 2.3’ c. elm 2.3’ c. elm .7’ c. beech 2.6’ c. ash .7’ c. ash 1 sty wd shd 2’ c. elm 1 1/2 sty wood splt rail split rail metal gate psnh 133-1 a s p h a l t d r i v e wood shed 3.9’ c. pine asphalt drive 1 1/2 story wood conc pad picket 1’ c. spruce brk sk 74 134-1 net 900 1 4.9’ c. avg 18 pines "speed limit 50" psnh 74 134 net 98 wood mixed woods split rail "speed limit 55" stn hdr 12" cmp cmp 18" rcp 21" rcp g r a v e l d r i v e Shamrock Real Estate 1 1/2 story wood conc sk conc stps wood rw 1 1/2 sty wood 1’ c. cedar "Shamrock Real Estate" trail gran slab orn 4.9’ c. pine 5.2’ c. pine 5.9’ c. pine 4.3’ c. avg 3 pines split rail wood screen bldg 4.4’ c. maple trail gran hdr 18" cip 30" cmp stream mtl gate mrm hdr 18" rcp mobile home "road narrows" "welcome to Winchester" 997 psnh 74 138 25t net 305 94 "Westport Village Rd" "stop" 18" cmp W e s t p o r t V i l l a g e R o a d net 94s 74 138s "speed limit 30" gravel drive net 997 1 psnh 25 103 curve sign psnh 25 102 net 2 cmp net 997 5 psnh 101 asphalt drive asphalt drive 9.2’ c. oak 1.6’ c. birch bgr conc pad conc wall conc pad conc wall conc pad conc pad conc wall conc wall bgr bgr conc pad conc pad conc rail conc rail 11 iron pipe deck drains 11 iron pipe deck drains b g r 12" cmp 12" cmp psnh 74 139 net 93 1/2 900n g r a v e l d r i v e 2 metal posts psnh 113 1 900n 1 net asphalt drive 12" cmp psnh 74 140 net 93 net 91 1/2 mon well mon well Ashuelot River pier pier rip rap net 91 "school bus stop ahead" psnh 32 16 net 86 .7’ c. maple 1’ c. cedar "Cooper Paving" conc hdr wet area mixed woods psnh 32 16-1 net 86-1 1’ c. cherry brick steps asphalt drive a s p h a l t c u r b orn orn orn 1’ c. maple stn rw conc steps asph sk asphalt parking psnh 32 17-1 #9 82 123 7.9’ c. oak 36" cmp 36" rcp conc hdr stream "welcome to Swanzey" nynex 88 psnh 34 18 Ashuelot River asphalt drive 10 boulders 7 boulders "Elmond Grover #1124" gravel drive broken asphalt 4.3’ c. avg 2 pines asphalt drive net 88 1/2 psnh 32 19 net 89 psnh 32 20 gravel parking 1 story wood orn orn 82 100 .3’ c. avg 2 maple .7’ c. poplar wood stps metal gate gravel drive asphalt drive b a r b e d w i r e 1 story wood asphalt drive net 90-1 f l a g s t n s k conc stps 3.3’ c. oak conc hdr rcp conc hdr psnh 32 21 net 305 90 net 90 1/2 pond 5 boulders "stop" inter sign conc hdr psnh 32 13 30t net 84 rip rap dir only sign psnh 32 net 83 15" rcp 15" rcp 15" rcp 1 story wood conc stps 2.6’ c. avg 2 stumps psnh 14 net 1 84 1/2 gravel drive 3.3’ c. apple 1’ c. maple 6.6’ c. avg tri cedar psnh 15 net 305 85 36" rcp 36" rcp gravel drive stkade wet area to Northfield Ma to Keene asph apron 1 1/2 story wood Co a s p h a l t d r i v e rip rap net 107 psnh 74 125 psnh 126 920 net 106 1 story wood 18" rcp psnh 162 x net 105 1/2 asph sluice 3.3’ c. ash 3.3’ c. ash 74 127 net 305 105 24" rcp 74 128 net 104 psnh 74 129 net 103 psnh 74 130 net 102 2’ c. avg twin pine 1.6’ c. pine 6.9’ c. pine psnh 74 131 80t net 101 9.7’c. fir psc 37 1 226 1 net psco 74 132 80t 226 nynex 305/100 3.3’ c. fir 2.6’ c. fir .7’ c. beach "Pilgrim Pines Conference Center Swanzey Lake 4" inter sign mixed woods 24" rcp a s p h a l t p a r k i n g 74 psnh 136 96 136 psnh 222 9 97 bell 97 1/2 bell 74 125 "Winchester 5 Westport E. Swanzey 6 Swanzey Lake" "north 10" psnh 74 137 vz 305/95 "W. Swanzey 2 Westport E Swanzey 6 Swanzey Lake" conc abut & piers inter sign "Westport Vil Rd" .7’ c. avg poplar net pb pb88 1/2 push brace 6"pvc connects cb’s psnh 14-1 net 84 1/2 -1 "south 10 north Winchester 5 Keene 7" stop ahead hdr pine pine 50’ ACCESS EASE. ACCESS EASE. COOPER COOPER BAGSTER LEVITRE GROVER EAST WOOD TIRE WAREHOUSE SAVARD COOPER COOPER BAGSTER PLUMMER PLUMMER LEVITRE WILL WILL BLAIR BLAIR P & H GROVER EAST WOOD PERRY VANDYKE LECLAIR LECLAIR BADRIGIAN STATE WEBSTER WINTER MULCAHEY MULCAHEY BUTLER BUTLER DUQUETTE BECHARD WEBSTER HOMAN HOMAN STATE MURDOCK TOWNE STATE STATE LYNOTT LYNOTT BADRIGIAN MULCAHEY MULCAHEY Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. C.A.R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. TOWN LINE WINCHESTER SWANZEY RESERVED R.R. RIGHTS GAOUETTE GAOUETTE HILLOCK WILLARD VANDYKE TOWNE PERRY PERRY EXIST. C.A.R.O.W. EXIST. R.O.W. EXIST. C.A.R.O.W. EXIST. R.O.W. Approx. Exist. R.R.R.O.W. Approx. Exist. R.R.R.O.W. WINTER, RICHARD H. 1 HILLOCK, WILLIAM G. REYNOLDS, SHERI 2 GAOUETTE, CALVIN R. LEWIS, DEBORAH L. 3 MULCAHEY LAND AND TIMBER, LLC 4 MULCAHEY LAND AND TIMBER, LLC 5 BADRIGIAN, PETER J. 6 BUTLER, MICHAEL J. & KAREN L. 7 DUQUETTE, RICHARD J. 8 BECHARD, RICHARD P & SUSAN M. 9 LECLAIR, RODNEY W. & RHONDALYN S. 10 WEBSTER, LYN W. 11 HOMAN, SUSAN E. & COPE T. 12 VANDYKE, ROBERT 13 LYNOTT, MARGARET E. 14 STATE OF NH 15 STATE OF NH 16 MURDOCK, MICHAEL L. & MARCIA E. 17 TOWNE, FRANCIS M. GASSETT, LINDA L. 18 PERRY, THERESA M. & MICHAEL 19 PERRY, THERESA M. & MICHAEL 20 P & H SAND AND GRAVEL, LLC 22 WILLARD, BRUCE A HEBERT, THERESA 23 GROVER, ELMOND & LORETTA J. 24 BLAIR, HAROLD P. 25 WILL, JAMES J. & CORINNE L. 26 LEVITRE, GREGG 27 PLUMMER, RODNEY E. & NORMA I. 28 BAGSTER, FELICIA L. 29 EAST WOOD PROPERTIES LLC 30 COOPER, NELSON 31 TIRE WAREHOUSE CENTRAL, INC. 32 COOPER, NELSON 33 SAVARD, RONALD W. & DONNA L. 34 STATE OF NH 21 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 485 470 470 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 490 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 495 500 500 500 500 500 500 500 500 505 505 505 505 505 500 495 510 510 515 435 435 435 435 435 440 440 440 440 440 440 445 445 445 445 445 445 445 445 450 450 450 450 450 450 450 450 450 450 450 450 450 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 455 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 465 470 470 470 470 470 470 470 470 470 470 470 470 470 470 470 470 470 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 475 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 480 MC1M MC1M MC2A MC2A PC 306+21.70 PT 312+43.51 PC 313+03.79 PT 324+41.87 PC 354+61.71 PT 365+83.56 PC 400+84.60 PT 402+30.37 PC 403+62.26 PT 404+38.01 N 17^-20’-32.2" E N 27^-58’-38.2" E N 33^-11’-37.8" E N 49^-15’-47.6" E S 56^-48’-22.3" E S 75^-21’-58.4" E S 64^-30’-56.7" E 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 400 401 402 403 404 405 Curve No. 1 PI= 309+33.50 N = 122870.01 E = 798952.73 ˙ = 10^-38’-06.0" RT T = 311.80’ R = 3350.00’ L = 621.81’ E = 14.48’ Curve No. 2 PI= 318+73.23 N = 123701.49 E = 799394.42 ˙ = 5^-12’-59.6" RT T = 569.43’ R = 12500.00’ L = 1138.07’ E = 12.96’ Curve No. 3 PI= 360+26.34 N = 127177.57 E = 801668.57 ˙ = 16^-04’-09.9" RT T = 564.63’ R = 4000.00’ L = 1121.86’ E = 39.65’ Curve No. 4 PI= 401+58.13 N = 124895.87 E = 800364.77 ˙ = 18^-33’-36.1" LT T = 73.53’ R = 450.00’ L = 145.77’ E = 5.97’ Curve No. 5 PI= 404+0.25 N = 124834.37 E = 800600.28 ˙ = 10^-51’-01.8" RT T = 37.99’ R = 400.00’ L = 75.75’ E = 1.80’

wood N.H. Route 10 Ashuelot River · lp wood lp wood lp "Edgewater Center" "Keene Metro" 1 story wood asphalt drive cedars 2 gate post 2 gate post dyl dyl swl mb asph apron an 5.6’c

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Page 1: wood N.H. Route 10 Ashuelot River · lp wood lp wood lp "Edgewater Center" "Keene Metro" 1 story wood asphalt drive cedars 2 gate post 2 gate post dyl dyl swl mb asph apron an 5.6’c

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NH conc bnd

NH conc bnd

wood post

wood

post

wood

post

NH

conc b

nd

NH conc bnd

NH

co

nc b

nd

metal gate post

2 3.4’c.

stumps

3’c.

stumporn

lp

mb

barbed wire

cow pasture

conc bnd

"covered

bridge

no.2"

earth

slu

ice

3.3’ c.

stump

5.6’ c.

stump

4.9’ c.

stump

5.9’ c.

stump

6.2’ c.

stump

asphalt

apron

gravel

dr

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mb

"Kiwanis

International"

No overnight

winter parking

"T

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uto

Body"

an

wood deckover old conc sp/sk

1.3’ c.

stump

12"

inter sign

"Westport

Vil Rd"

"school

bus stop

ahead"

"south 10"

obj mkr

obj mkr

"Payne Rd"

"truck turning & entering"

mes

15"

"Winchester

Swanzey"

"traffic

control

point 3"

mb

ip

an

���

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woodlp

woodlp

woodlp

"EdgewaterCenter""Keene Metro"

1 sto

ryw

ood

asphalt

drive

cedars

2gate

post

2gate

post

dyl

dyl

swl

mb

anasp

hapro

n

5.6’c.hardwood

6.2’c.hardwood

psnh32

13-1net

84-1

18"

sto

ne

hdr

bld

r

conc

5.7

’c.

5.3

’c.

mb

stone

rw

N.H. Route 10

N.H. Route 10

"no Passing zone"

"no Passing zone"

6’cmp

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mixed woods

mix

ed w

oods

mix

ed w

oods

mix

ed w

oods

mixed woods

asphalt

sluice

vinyl post &

rail

.7’ c.

crab apple

3’ c. avg

3 maple

3.9’ c. avg

tri maple

orn

orn

asph sk

asph d

riv

econc

pad

wood

gar

stockade

.7’ c.

spruce

asph s

luic

e

ledge

asph

slu

ice

asphalt driv

e

1 1/2 stry

wd gar

asph

sk

1 1/2 stry

wood

3.3’ c.

maple

12"

cmp

1.6’ c.

stump

12"

cmp

18" r

cp

6"und

mixed woods

gravel d

riv

e

6" cmp 12" cm

p

inter

sign

ledge

12"

cmp

12"cmp

.3’ c.

cherry

grass

stn rw

.7’ c. avg

2 apple

.7’ c.

hardwood

om

bs Bridge Road

asph

slu

ice

asphalt drive

2.6’ c. avg

5 cedars

1 1/2 story wood

conc

pads

gravel

drive

1 sty

wood1’ c.

apple

2’ c.

fir

3.9’ c. avg

2 firs

3.9’ c.

elm

4.3’ c.

maple

gravel dr

ive

8" cm

p 12"cmp

asph

apron

gravel d

riv

e

2 orns

2’ c.

maple

1.3’ c.

spruce

"stop"

orn

1.6’ c.

stump

gravel

drive

"Keene Rd"

"Coombs Bridge Rd"

lawn

gravel d

riv

e

pic

ket

5.9’ c.

maple

3’ c.

tam

ara

ck

2.3

’ c.

tam

ara

ck

3.9

’ c.

tam

ara

ck

hedge

picket

splt rail

gravel

dri

ve

2.6’ c.

apple

psnh

74

133

net

99

net

99-1

4.3’ c.

pine

3.9’ c.

pine

4.6’ c.

pine

3.9’ c.

pine3.9’ c.

pine3.3’ c.

pine

4.3’ c.

spruce

2.3’ c.

spruce

3’ c.

spruce

2.3’ c.

elm2.3’ c.

elm

.7’ c.

beech2.6’ c.

ash

.7’ c.

ash

1 sty

wd shd2’ c. elm

1 1/2 sty

wood splt rail

split rail

metal gate

psnh133-1

asphalt drive

wood

shed

3.9’ c.

pine asphalt

dri

ve

1 1/2 storywood

concpad

picket

1’ c.

spruce

brksk

74

134-1

net

900

1

4.9

’ c

. avg 1

8 p

ines

"speed

limit

50"

psnh

74

134

net

98

woo

d

���

mixed woods

split rail

"speed

limit

55" ���

stn

hdr12" cmp

���

cmp

18" r

cp

21"

rcp

grav

el d

rive

ShamrockRealEstate 1 1/2

storywood

concsk

concstps

wood r

w

1 1/2 styw

ood

1’ c.

cedar

"Shamrock

Real Estate"

trail

granslab

orn

4.9’ c.

pine

5.2’ c.

pine5.9’ c.

pine

4.3’ c. avg

3 pines

split rail

woodscreen

bldg4.4’ c.

maple

trail

gran hdr18"

cip

30"

cmp

str

eam

mtl

gat

e

mrm hdr

18"

rcp

mobile

home

"road

narrows"

"welcome to

Winchester"

�997

psnh

74

138

25t

net

305

94

"Westport Village Rd""stop"

18" cmp

Westport Village Road

net

94s

74

138s

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"speed

limit

30"

gravel drive

net

9971

psnh

25

103

curv

e

sig

n

psnh

25

102

net2

���

cmp���

net

9975

psnh

101

asphalt d

rive

asphalt drive

9.2

’ c

.

oak

1.6’ c.

birch

���

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bgr

conc

pad

conc wall

conc

pad

conc wall

conc

pad

conc

pad

conc wall

conc wall

bgr

bgrconc pad

conc pad

conc rail

conc rail

11 iron pipe deck drains

11 iron pipe deck drains

bgr

12" cmp

12"cm

p

psnh

74

139

net

93 1/2 900n�

gravel drive

2 metalposts

psnh

113

1

900n

1

net

���

asphalt d

riv

e

12"

cmp

psnh

74

140

net

93

net

91 1/2

mon

well

mon

well

���

Ashuelo

t R

iver

pie

r

pie

r rip

rap

net

91

"school

bus stop

ahead"

psnh3216

net86

.7’ c.maple

1’ c.cedar

"CooperPaving"

conc h

dr

wet

are

a

mixedwoods

psnh32

16-1net

86-1

1’ c.cherry

brickstep

s

asphaltdrive

asp

ha

lt curb

orn

orn

orn

1’ c.maple

stn

rwconcstep

s

asph sk

asphalt parking

psnh32

17-1

#9

82123

7.9’ c.oak3

6" c

mp

���

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36" r

cp

conc hdr

stre

am

"welcome to Swanzey"

nynex 88psnh

34

18

Ashuelot River

asphalt drive

10 boulders

7 boulders

"Elmond Grover

#1124"

grav

el driv

e

broken a

sphalt

4.3’ c. avg2 pines

asphalt d

riv

e

���

net88 1/2 psnh

32

19

net

89

psnh

32

20

gravelparking

1 story

wood

orn

orn

82

100

.3’ c. avg

2 maple

.7’ c.

poplar

wood

stps

metalgate

gra

vel drive

���

���

asphalt

dri

ve

barbed wire

1 storywood

asphalt d

riv

e

net

90-1

flag

stn sk

conc

stps

3.3’ c.

oak

conc hdr

rcp

conc hdr

psnh

32

21

net

305

90

net

90 1/2

pond

5 b

ould

ers

"stop"

inter sign

conc

hdr

psnh32

1330tnet84

riprap

dir only sign

psnh32

net83

15"

rcp

15" rcp

15" r

cp

1 storywood

conc stps

2.6’ c. avg 2 stumps

psnh14

net1

84 1/2 gravel d

riv

e

3.3’ c.apple

1’ c.maple

6.6’ c. avgtri cedar

psnh15

net305

85

36"rcp

36" rcp

gravel driv

e

stk

ade

wetarea

to

Northfield Ma

toKeene

asph apron

1 1/2

story

wood

Co

asphalt drive

rip

rap

net

107

psnh

74

125

psnh

126

920�

net

1061 story

wood

18" rc

p

psnh

162

x

net

105 1/2

asph

slu

ice

3.3’ c.

ash

3.3’ c.

ash

74

127

net

305

105

24" r

cp

74

128

net

104

psnh

74

129

net

103

psnh

74

130

net

102

2’ c. avg

twin pine

1.6’ c.

pine

6.9’ c.

pine

psnh

74

131

80t

net

101

9.7’c.

fir

psc

37

1

226

1

net

psco

74

132

80t

226�

nynex 305/1003.3’ c.

fir

2.6

’ c.

fir

.7’ c.

beach

"Pilgrim Pines Conference Center

Swanzey Lake 4"

inter

sign

mixed woods

24" rcp

asphaltp

arking

74

psnh

136

96

136

psnh

222

9

97 bell

97 1/2 bell

74

125

"Winchester 5

Westport

E. Swanzey 6

Swanzey Lake"

"north 10"

psnh

74

137

vz 305/95

"W. Swanzey 2

Westport

E Swanzey 6

Swanzey Lake"

conc abut

& piers

inter sign

"Westport Vil Rd"

.7’ c. avg

poplar

net

pbpb88 1/2

push brace

6"pvcconnects

cb’s

psnh14-1net84 1/2 -1

"south

10 n

orth

Win

cheste

r 5

Keene 7

"

sto

p

ahead

hdr

pin

e

pin

e

50’ A

CC

ES

S E

AS

E.

ACCESS

EASE.

CO

OPE

R

CO

OP

ER

BA

GS

TE

R

LEVITRE

GROVER

EA

ST W

OO

D

TIR

E W

AR

EH

OU

SE

SAV

ARD

CO

OPE

R

CO

OPE

R

BA

GS

TE

R

PLU

MM

ERPL

UM

ME

R

LE

VIT

RE

WILL

WIL

L

BL

AIR

BLAIRP & H

GROVER

EAST WOOD

PERRY

VA

ND

YK

E

LE

CL

AIR

LE

CL

AIR

BA

DR

IGIA

N

STATE

WE

BS

TE

R

WIN

TE

R

MU

LC

AH

EY

MU

LC

AH

EY

BU

TL

ER

BU

TL

ER

DU

QU

ET

TE

BE

CH

AR

D

WE

BS

TE

R

HO

MA

N

HOMAN

STATE

MURDOCK

TOWNE

STATESTATELYNOTT

LY

NO

TT

BA

DR

IGIA

N

MU

LC

AH

EY

MU

LCA

HEY

Approx. Exist. C.A.R.O.W.

Approx. Exist. C.A.R.O.W.

Approx. Exist. C.A.R.O.W.

Approx. Exist. C.A.R.O.W.Approx. Exist. C.A.R.O.W.

Approx. Exist. C.A.R.O.W.

Approx. Exist. C.A.R.O.W.

Approx. Exist. C.A.R.O.W

.

Approx. Exist. C.A.R.O.W.

Approx. Exist. C.A.R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

Approx. Exist. R.O.W.

TOWN

LINE

WIN

CHESTER

SWANZEY

RESERVED R.R. RIGHTS

GA

OU

ET

TE

GA

OU

ET

TE

HIL

LO

CK

WIL

LARD

VA

ND

YK

E

TOWNE

PERRY

PERRY

EXIST.

C.A.R.O.W.

EXIST.

R.O.W.

EXIST.

C.A.R.O.W.

EXIST.

R.O.W.

Appro

x. E

xist. R

.R.R

.O.W

.

Approx. Exist. R.R.R.O

.W.

WINTER,

RICHARD H.

1

HILLOCK, WILLIAM G.

REYNOLDS, SHERI

2

GAOUETTE, CALVIN R.

LEWIS, DEBORAH L.

3

MULCAHEY LAND

AND TIMBER, LLC

4

MULCAHEY LAND

AND TIMBER, LLC

5

BADRIGIAN,

PETER J.

6

BUTLER,

MICHAEL J.

& KAREN L.

7 DUQUETTE,

RICHARD J.

8

BECHARD,

RICHARD P

& SUSAN M.

9

LECLAIR,

RODNEY W. &

RHONDALYN S.

10

WEBSTER,

LYN W.

11

HOMAN,

SUSAN E.

& COPE T.

12

VANDYKE,

ROBERT

13

LYNOTT,

MARGARET E.

14

STATE

OF NH

15

STATE

OF NH

16

MURDOCK,

MICHAEL L.

& MARCIA E.

17

TOWNE, FRANCIS M.

GASSETT, LINDA L.

18

PERRY,

THERESA M.

& MICHAEL

19

PERRY,

THERESA M.

& MICHAEL

20

P & H SAND AND

GRAVEL, LLC

22

WILLARD, BRUCE A

HEBERT, THERESA

23

GROVER,

ELMOND &

LORETTA J.

24

BLAIR,

HAROLD P.

25 WILL,

JAMES J.

& CORINNE L.

26 LEVITRE,

GREGG

27

PLUMMER,

RODNEY E.

& NORMA I.

28

BAGSTER,

FELICIA L.

29

EAST WOOD

PROPERTIES LLC

30

COOPER,

NELSON

31

TIRE WAREHOUSE

CENTRAL, INC.

32

COOPER,

NELSON

33

SAVARD,

RONALD W.

& DONNA L.

34

STATE

OF NH

21

485

485

485

485

485

485

485

485

485

485

485

485

485485

485485

485

485485

485485

485

485

485

485

485

485485

485

485

485

485

470

470

490

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490490

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495495

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495

495

495

495

495

495

495

495

500

500

500500

500

500

500

500

505

505

505

505

505

500

495

510

510

515

435

435

435

435

435

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455

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455

455

455

455

455

455455

455

455

455

455

455

455

460

460

460

460

460 460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

460

465

465

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465

465

465

465

465

465

465

465

465

46

5

465

465

465

465

465

465

465

465

465

465

465

470

470

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470

475

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475475

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475

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475

475

475

48048

0

480

480

480

480

480

480

480

480

480

480

480

480

480

480

480

480

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480

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480

480

480

480

480

480

480

480

480

480480480

480

480

480

480480

480

480

MC1M

MC1M

MC

2A

MC

2A

PC

306+

21.7

0

PT

312+

43.5

1

PC

313+

03.7

9

PT

324+

41.8

7

PC

354+

61.7

1

PT

365+

83.5

6

PC 400+84.60

PT 402+30.37

PC 403+62.26

PT 404+38.01

N 17^-20’-32.2" E

N 27^-58’-38.2" E

N 33^-11’-37.8" E

N 49^-15’-47.6" E

S 5

6^-48’-22.3

" E

S 7

5^-21’-58.4

" E

S 6

4^-30’-56.7

" E

300

301

302

303

304

305

306

307

308

309

310

311

312313

314315

316317

318319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356

357358

359

360

361

362

363

364

365

366

400

401

402

403

404

405

Curv

e N

o. 1

PI=

309+33.5

0

N =

122870.0

1

E =

798952.7

3

˙ = 1

0^-3

8’-0

6.0

" R

T

T =

311.8

0’

R =

3350.0

0’

L =

621.8

1’

E =

14.4

8’

Curv

e N

o. 2

PI=

318+73.2

3

N =

123701.4

9

E =

799394.4

2

˙ = 5

^-1

2’-5

9.6

" R

T

T =

569.4

3’

R =

12500.0

0’

L =

1138.0

7’

E =

12.9

6’

Curv

e N

o. 3

PI=

360+26.3

4

N =

127177.5

7

E =

801668.5

7

˙ = 1

6^-0

4’-0

9.9

" R

T

T =

564.6

3’

R =

4000.0

0’

L =

1121.8

6’

E =

39.6

5’

Curv

e N

o. 4

PI=

401+58.1

3

N =

124895.8

7

E =

800364.7

7

˙ = 1

8^-3

3’-3

6.1

" L

T

T =

73.5

3’

R =

450.0

0’

L =

145.7

7’

E =

5.9

7’

Curv

e N

o. 5

PI=

404+0.2

5

N =

124834.3

7

E =

800600.2

8

˙ = 1

0^-5

1’-0

1.8

" R

T

T =

37.9

9’

R =

400.0

0’

L =

75.7

5’

E =

1.8

0’