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an
an
anan
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
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an
mb
an
an
ip
an
cb
an
cb
vp
gl
T/L
an
di
an
an
gl
lp
cb
ipmb
cb
cb
conc bnd
da
mb
mb
���
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da
mtl post
mb
��� ��� ��� ��� ��� ��� ��� ��� ��� ���
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���
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metal post
���������������
an
cb
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
������
mb
"Kiwanis
International"
No overnight
winter parking
"T
oplin
e A
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
���
���
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
���
���
������
���
���
���
"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
���
��� ���
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
���
���
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
490
490
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490
490
490
490
490
490
490
490
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490
490
490
490
490490
490
490
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490
490
490
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490
490
490
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495
495
495
495
495
495
495
495
495
495495
495
495
495
495
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
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
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
465
465
465
465
465
465
465
465
465
465
46
5
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
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475
475
475
475
475
475
475
475
475
475
475
475475
475
475
475
475
475
475
475
48048
0
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
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’
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