Travel Way of Proposed Roadway Shoulder of Proposed Roadway Proposed Raised Traffic ... · 2013. 3....
1
S T A . 5207 + 00 C ON S T R U C T I ON B E G I N S T A . 5222 + 00 C ON S T R U C T I ON B E G I N ALTON 14121D X-A001(051) 0 IMPROVEMENTS PROPOSED SAFETY 50 100 200 300 100 SCALE IN FEET 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.) SUBJECT TO CHANGE PRELIMINARY PLANS DATE 7/6/2011 S T A . 5211 + 75 C ON S T R U C T I ON E ND S T A . 52 4 8 + 0 0 CONS T RUCT I ON E ND HEARING PLAN m b mb mb mb mb m b m b mb mb i p i p i p i p i p ip i p i p i p i p a n a n a n a n a n a n a n a n a n a n a n an a n a n an a n a n a n a n a n a n a n a n a n a n f p f p d i W W W W W W W v p v p M H S s t m b a n a n a n a n a n a n i p mb mb i p a n i p a n a n i p a n a n a n a n ip i p a n i p a n a n m b W i p v p M H S m i x e d w o o d s W W a n a n ( 4 ) mtl p o s t s ( 2 )mb s " H a m w ood s R d " vp apron gravel c o n s t r u c t i on u nd e r g a r a g e c o n c s p s mb li gh t f l a s h i ng traffic signal mb S t kd e ( 2 ) p s t & r l t r i e l m 2 . 5 ’ c . a v g s p p a r bo r v i t ae MCAA MCAA MCBA MCBA MC OA M C O A MC P A MC P A P C 31 + 6 3 . 1 6 P RC 34 + 65 . 29 P RC 34 + 65 . 29 P T 37 + 21 . 30 P C 40 + 00 . 00 P RC 42 + 4 6 . 07 P RC 42 + 4 6 . 07 P RC 44 + 83 . 01 P RC 44 + 83 . 01 PC 11 + 22. 78 PT 1 2+ 21 . 96 PC 13+ 20. 93 PT 14+ 33. 44 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 48 1 0 1 1 12 1 3 14 15 16 17 18 20 21 2 2 23 2 4 25 2 6 2 7 28 PC 5207+ 75. 15 PT 5216+ 83. 42 PC 5223+ 41 . 1 2 PT 5226+ 61 . 09 PC 5232+ 28. 60 PCC 5239+ 68. 09 PT 5243+ 80. 9 5 PC 5255+ 67. 48 5204 520 5 5206 5207 5 20 8 52 0 9 5210 5 211 5212 52 1 3 5214 5215 5216 5217 5218 5219 5220 5221 5222 5223 52 2 4 5225 5 2 2 6 5227 52 2 8 5229 52 30 5231 5 232 5 2 33 5234 5 23 5 5236 5237 5 238 52 3 9 5 240 5 24 1 5 2 4 2 52 43 5244 5245 5246 5247 5248 5249 5250 5251 5252 5253 5254 5255 5256 108 110 113 114 118 122 123 127 132 135 136 141 129 131 133 137 A 137 138 139 140 128 109 111 112 115 A 115 117 A 117 119 121 124 142 125 134 116 FINANCE AUTHORITY NEW HAMPHIRE HOUSING 120 126 -1 126 130 REVOCABLE TRUST FRANK J. COMEAU A pp r o x . E x i s t . R . O . W . Approx. Exist. R.O.W. Approx. Exist. R.O.W. A p p r o x . E x i s t . R . O . W . E x i s t . R . O . W . E x i s t . R . O . W . E x i s t . R . O . W . E x i s t . R . O . W . E x i s t . R . O . W . E x i s t . R . O . W . E x i s t . R . O . W . E x i s t . R . O . W . Exist. R.O.W. Exist. R.O.W. A p p r o x . E x i s t . R . O . W . A pp r ox . E x i s t . R . O . W . A pp r ox . E x i s t . R . O . W . Exist. R.O.W. Exist. R.O.W. E x i s t . R . O . W . E x i s t . R . O . W . Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. Approx. Exist. R.O.W. 118 CAROL L. PEARSON, & MAUREEN E. SMITH, DAVID S. & DIANE S. SANBORN, GREGORY C. FRY, THOMAS D. DAVID J. DUDZIK, & KATHY J. KENNEY, MICHAEL & CARLA R. YELLE, BRUCE E. AARON L. ROBIDAS, ELIZABETH F. STERLING, BETTY F. STERLING, NEWTON, JASON MCCARTHY, SARAH T. LANE, RICHARD J. CAROL L. PEARSON, LANE, RICHARD J. REVOCABLE LIVING TRUST SHIRLEY A. LANE 1/5/1999 DEBBIE GLAZIER, REV. TRUST HELANE SHIELDS ROBIN S. LANE, PELLOWE, JUDITH SCOTT NASH, JAMES JOSEPH M. DIONNE, THOMAS S. ATWOOD, & NANCY L. GARLAND, ROBERT M. & ESTELLE DAVID E. SHAFER, ROBERTS, DONALD F. ROBERTS, DONALD F. CATHERINE A. WAYNE D. & FRASER, ALTON TOWN OF KATHY J. KIRT W. & HUSSEY, JENNIFER THURSTON, WILLIAM JR. SCHNOOR, DAVID H. JR. SNELL, ALEX JOHN BOISVERT, PLANTE, INA RICHARD E. & PLANTE, & SMITH, PATRICIA A. DULSKI, MARYANNE LIVING TRUST FAMILY REV. THE BROWN PLANTE, INA RICHARD E. & PLANTE, ALTON TOWN OF & JEAN MARIE ROBERT C. STONE, & OLYMBIA PAPAIOANNOU, GEORGE I. STOCKBRIDGE ROAD STATUS UNKNOWN c on c hd r 15" cmp m r m hd r m i x e d w ood s "stop" " H a m w ood s R d " 3 . 0 ’ c . o a k o a k 4 . 9 ’ c . t w i n o a k 4 . 0 ’ c . a v g t w i n o a k 3 . 5 ’ c . a v g m a p l e 3 . 0 ’ c . pvc 15" c on c / s t n hd r g r a v e l d r ash 1.5’c. rw stn rw stn (3) stn sps wd sps hedge avg birch (2)3.0’c. maple .5’c. wd sty 1 mixed woods rw stn maple 1.0’c. maple ( 4 ) 2 . 2 ’ c . a v g c o n c hd r mixed woods mixed woods mixed woods mixed woods mixed woods g r a v e l d r rcp 15" c m p 15 " oak 9.0’c. oak 12.0’c. pine 9.0’c. s t n hd r mixed woods "stop" cmp 30" ash 6.0’c. cmp 30" pvc 4" oak 3.0’c. mixed woods (3) stn hdrs drive gravel stockade mixed woods avg maples (11) 2.0’c. grass sps wd shd gar g r a v e l d r i v e field leach e v e r g r n s ( 2 ) s m ( 2 ) s t n r w sps stn pad conc w d r l wood 1 story sps wd twin oak 9.0’c. avg twin oak 2.5’c. avg ash 5.0’c. maple 6.0’c. r c p 18 " h d r c o n c m a p l e 3 . 2 ’ c . m a p l e 4 . 0 ’ c . c on c hd r ( 2 ) b l d r s b i r c h 2 . 0 ’ c . b i r c h 1 . 5 ’ c . sps wd b l d r N H R t e 2 8 c o n c h d r rcp 36" w ood 2 s t o r y drive gravel s w l s w l dy l p i n e ( 20 ) . 5 ’ c . a vg stn rw c m p 1 2 " w o o d s m i x e d m i x e d w o o d s r o c k ou t c r o p c on c hd r i n t e r s i gn asphalt drive m a p l e 2 . 0 ’ c . b i r c h 2 . 0 ’ c . m a p l e 4 . 0 ’ c . c on c hd r rcp 18" rcp 18" h d r c o n c / s t n m i x e d w ood s gravel drive c m p 1 2 " w o od s m i x e d o a k 5 . 0 ’ c . o a k 7 . 5 ’ c . m i x e d w ood s s t n hdr cmp 18" m i x e d w ood s g r a v e l d r i v e gravel drive " R i c k y ’ s E x ca v a t i o n " m i x e d w ood s c o n c h d r 18 " c m p rcp 18" c on c hd r m i x e d w ood s g r a v e l d r asph dr 12 " c m p m i x e d w ood s m i x e d w o od s rcp 18" c on c hd r m i x e d w ood s bldrs c h e r r y . 9 ’ c . asphalt dr w oo d 2 s t o r y bldrs s t n r w w o od 2 s t o r y g r a n r w w d s p s o r n w e l l w i s h i ng m i x e d w ood s s t n h d r c on c h d r 1 . 5 c . m a p l e 2 . 0 c . m a p l e gravel drive g r a n s p s c on c b l k r w 2 . 9 c . m a p l e . 9 c . m a p l e m i x e d w ood s w o o d 1 s t o r y m i x e d w o o d s c on c hd r gravel drive o r n m a p l e 3 . 5 ’ c . s t n r w o r n o a k 6 . 0 ’ c . m i x e d w oo d s s p s w d ( 2 ) m i x e d w o o d s c o n c h d r rcp 15" c o n c h d r w ood 2 s t o r y & d ec k w d s p s g r a v e l d r i v e m i x e d w oo d s m i x e d w oo d s S t o c kb r i dg e C o r n e r R o a d " s t o p " conc hdr 7 . 8 ’ c . o a k 6 . 0 ’ c . o a k b l d r " s t op" s t n h d r gravel drive ( 2 ) w d s p s stn rw l a w n m i x e d w oo d s g r a ss d r i v e rcp 15" m r m h d r m i x e d w oo d s mixed woods c m p 1 2 " gate mtl b l d r g r a v e l d r i v e m i x e d w o o d s gravel drive m r m hd r rcp 30" " s t o p " w ood 1 s t y w o o d 1 s t y a v g h e m l o c k ( 2 ) 6 . 0 ’ c . a p p l e 4 . 0 ’ c . m i x e d w ood s c u l v r t b o x 5 ’ x 2 ’ c o n c h d r s tl s u p t c o n c h d r s tl s u p t g r a v e l d r a p p l e 4 . 5 ’ c . a s h 5 . 0 ’ c . e l m 2 . 7 ’ c . a s h 7 . 5 ’ c . s t n r w s t n r w s t n r w c o n c / s t n r w s t n r w ? r w s t n r w c u l v e r t 3 ’ x 3 ’ b o x w oo d 1 s t o r y h e dg e c h n l n k c hn l nk g a t e c h n l nk s p s m i x e d w oo d s w / s p s b r k p a d c o n c r w " C h a m b e r l i n R d " " S t o c kb r i d g e C o r n e r R d " l i m i t " w e i g h t " 6 t o n Ch am b e r l i n R oad r d g r a v e l s t n hd r m i x e d w o od s f n d a t i on o l d s t n r w e l e c w oo d 2 s t o r y t w i n m a p l e 4 . 5 ’ c . o a k 3 . 0 ’ c . o a k 5 . 0 ’ c . m a p l e 1 . 0 ’ c . m a p l e 2 . 0 ’ c . barbed wire mixed woods woods mixed 15" rcp north" 28 "rte asphalt dr conc hdr evergreens (3)1.0’c avg 24"rcp rock pile 6.6’c pine conc hdr cmp 15" g r a v e l d r i v e rock pile rock pile pile rock mixed woods fruit trees (3).5’c. wood 1 story sps wood a s p h a lt d r i v e o l d f n d r w Chrstms trees b l d r conc hdr rcp 18" conc hdr m i x e d w ood s gravel drive 1 2 " p l a s t i c p a r k i ng g r a v e l p l s t c 1 2 " pond m a p l e ( 3 ) 2 . 0 ’ c . .5’c. spruce H am W ood s R oad S t o c kb r i d g e C o r n e r R o a d 15" rcp rcp 24" 1 2 " r c p 1 8 " r c p 18" rcp 15" rcp rcp 18" hdr mrm psp 12" s t kd e a s p h a lt d r i v e wood 1 sty m a p l e 4 . 2 ’ c . s p r u ce . 5 c . a s ph a lt d r i v e w d s p s m a p l e 6 . 6 ’ c . m a p l e 4 . 4 ’ c . c m p 15 " b i r c h 1 . 0 ’ c . pv c 8 " s h e d w d " 4 0 m ph " " S t o c kb r i d g e R d " c u r v e s i g n w ood 1 s t y & s p s w d l ndg w o o d 2 s t y 28 " " s o u t h asphalt drive 2. 5 m" " hone y " St oc kbr i dge Cr n Rd" " Sunc ook Va ll e y Rd" "St ockbr i dge Cr n Rd" 3 0 " li m i t " s p e e d wood 1 1/2 story p s p 1 8 " p s p 1 2 " 30 " li m it " s p ee d grass woods road welding" 875-6666 machining "R E Plante curve sign mph" "40 "Stockbridge Rd" inter sign ..." contractor "R D Hoitt p a t i o b l k s k a h e a d s i gn s t op d r i v e g r a v e l p s t & r l H am W ood s R oad
Transcript of Travel Way of Proposed Roadway Shoulder of Proposed Roadway Proposed Raised Traffic ... · 2013. 3....
STA. 5207+00
CONSTRUCTIONBEGIN
STA. 5222+00
CONSTRUCTION
BEGIN
ALTON 14121DX-A001(051)
0
IMPROVEMENTS
PROPOSED SAFETY
50 100 200 300100
SCALE IN FEET
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.)SUBJECT TO CHANGE
PRELIMINARY PLANS
DATE 7/6/2011
ALTON 14121DX-A001(051)
IMPROVEMENTS
PROPOSED SAFETY
STA. 5211+75
CONSTRUCTIONEND
STA. 5
248+
00
CO
NSTR
UCTIO
N
EN
D
HEARING PLAN
mb
mb
mb
mbmb
mb
mb
mb
mb
ip
ip
ip
ip
ip
ip
ip
ip
ip
ip
an
an
an
an
an
an
an
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an
an
an
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an
an
an
an
an
an
an
an
an
an an
an
fp
fp
di
W
W
W
W
W
W
W
vp
vp
M
H
S
st
mb
an
an
an
an
an
an
ip
mb
mb ip
an
ip
an
an ip
an
an
an
an
ip
ip
an
ip
an
an
mb
W
ip
vp
M
H
S
mixed woods
W
W
an
an
(4) mtl
posts
(2) mbs
"Hamwoods Rd"
vp
apron
gravel
construction
under
garage
conc sps
mb
light
flashing
traffic signal
mbStkde
(2)pst & rl
tri elm
2.5’c. avg
spp
arborvit
ae
MC
AA
MC
AA
MC
BA
MC
BA
MCOA
MCOA
MCPA
MCPA
PC 31
+63.
16
PRC 34+6
5.2
9
PRC 34+6
5.2
9
PT 37
+21.3
0
PC 40+00.00
PRC 42+4
6.07
PRC 42+4
6.07
PRC 44+83.01
PRC 44+83.01
PC 11
+22.7
8
PT 12
+21.96
PC 13
+20.9
3
PT 14
+33.4
4
30
31
32
33
34
35
36
37
40
41
42
43
44
45
46
47
48
10
11
12
13
14
15
16
17
18
20
21
22
23
24
25
26
27
28
PC
5207
+7
5.1
5
PT 5216
+83.4
2
PC
5223
+4
1.1
2
PT 5226
+61.
09
PC
5232
+28.6
0
PC
C
5239
+68.0
9
PT 5243+80.9
5
PC 5255+67.4
8
52045205
52065207
52085209
5210 5211 5212 5213 52145215
52165217
52185219
52205221
52225223
5224
5225
5226
5227
5228
5229
5230
5231
5232
5233
5234
5235 5236 52375238
5239
5240
5241
5242
5243
5244
5245
5246
5247
5248
5249
5250
5251
5252
5253
5254
5255
5256
108
110
113
114
118
122
123
127
132
135
136
141
129
131
133
137
A
137
138
139
140
128
109
111
112
115
A
115
117
A
117119
121
124
142
125
134
116
FINANCE AUTHORITY
NEW HAMPHIRE HOUSING
120
126-1
126
130
REVOCABLE TRUST
FRANK J. COMEAU
Approx. Exist. R.O.W.
Approx.
Exist.
R.
O.
W.
Approx.
Exist.
R.
O.
W.
Approx
. 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.
Approx. Exist. R.O.W.Approx. Exist. R.O.W.
Approx.
Exist. R.O.W.
Exist. R.
O.
W.
Exist. R.
O.
W.
Exist. R.O.W.
Exist. R.O.W.Approx.
Exist.
R.
O.
W.
Approx.
Exist.
R.
O.
W.
Approx.
Exist.
R.
O.
W.
Approx.
Exist.
R.
O.
W.
118
CAROL L.
PEARSON,
& MAUREEN E.
SMITH, DAVID S.
& DIANE S.
SANBORN, GREGORY C.
FRY, THOMAS D.DAVID J.
DUDZIK,
& KATHY J.
KENNEY, MICHAEL
& CARLA R.
YELLE, BRUCE E.
AARON L.
ROBIDAS,
ELIZABETH F.
STERLING,
BETTY F.
STERLING,
NEWTON, JASON
MCCARTHY, SARAH T.
LANE, RICHARD J.
CAROL L.
PEARSON,
LANE, RICHARD J.
REVOCABLE LIVING TRUST
SHIRLEY A. LANE 1/5/1999
DEBBIE
GLAZIER,
REV. TRUST
HELANE SHIELDS
ROBIN S.
LANE,
PELLOWE, JUDITH SCOTT
NASH, JAMES
JOSEPH M.
DIONNE,
THOMAS S.
ATWOOD,
& NANCY L.
GARLAND, ROBERT M.
& ESTELLE
DAVID E.
SHAFER,
ROBERTS, DONALD F.
ROBERTS, DONALD F.
CATHERINE A.
WAYNE D. &
FRASER,
ALTON
TOWN OF
KATHY J.
KIRT W. &
HUSSEY,
JENNIFER
THURSTON,
WILLIAM JR.
SCHNOOR,DAVID H. JR.
SNELL,
ALEX JOHN
BOISVERT,
PLANTE, INA
RICHARD E. &
PLANTE,
& SMITH, PATRICIA A.
DULSKI, MARYANNELIVING TRUST
FAMILY REV.
THE BROWN
PLANTE, INA
RICHARD E. &
PLANTE,
ALTON
TOWN OF
& JEAN MARIE
ROBERT C.
STONE,
& OLYMBIA
PAPAIOANNOU, GEORGE I.
ST
OC
KB
RI
DG
E
RO
AD
ST
AT
US
UN
KN
OW
N
conc hdr
15" c
mp
mrm hdr
mixed woods
"stop"
"Hamwoods Rd"
3.0’c. oak
oak
4.9’c.
twin oak
4.0’c. avg
twin oak
3.5’c. avg
maple
3.0’c.
pvc
15"
conc/stn hdr
gravel dr
ash
1.5’c.
rwstn
rw
stn
(3)
stn sps
wd sps
hedge
avg birch
(2)3.0’c.
maple
.5’c.
wd
sty
1
mixed
woods
rwstn
maple
1.0’c.
maple
(4)2.2’c. avg
conc hdr
mixed
woods
mixed
woods
mixed
woods
mixed
woods
mixed
woods
gravel dr
rcp
15"
cmp
15"
oak
9.0’c.
oak
12.0’c.
pine
9.0’c.
stn hdr
mixed
woods
"stop"
cmp
30"
ash
6.0’c.
cmp
30"
pvc
4"
oak
3.0’c.
mixed
woods
(3) stn hdrs
drive
gravel
stockade
mixed
woods
avg
maples
(11) 2.0’c.
grass
sps
wd
shd
gar
gravel drive f
ield
leach
evergrns
(2) sm
(2)stn r
w
sps
stn
pad
conc
wd rl
wood
1�
story
spswd
twin oak
9.0’c. avg
twin oak
2.5’c. avg
ash
5.0’c.
maple
6.0’c.
rcp
18"
hdrconc
maple
3.2’c.
maple
4.0’c.
conc hdr
(2) bldrs
birch
2.0’c.
birch
1.5’c.
spswd
bldr
NH Rte 28
conc hdr
rcp
36"
wood
2 story
drive
gravel
swl
swl
dyl
pine
(20).5’c. avg
stn r
w
cmp
12"
woods
mixed
mixed woods
rock outcrop
conc hdrinter sign
asphalt drive
maple
2.0’c.
birch
2.0’c.
maple
4.0’c.
conc hdr
rcp
18"
rcp
18"
hdr
conc/stn
mixed woods
gravel drive
cmp
12"
woods
mixed
oak
5.0’c.oak
7.5’c.
mixed woods
stn hdr
cmp1
8"
mixed woods
grav
el dri
ve
gravel drive
"Ricky’s Excavation"
mixed woods
conc hdr
18" cmp
rcp
18"
conc hdr
mixed woods
grav
el dr
asph dr
12" cmp
mixed woods
mixed woods
rcp
18"
conc hdr
mixed woods
bldrs
cherry
.9’c.
asphalt dr
wood
2 story
bldrs
stn rw
wood
2 story
gran rw
wd sps
orn
well
wishing
mixed woods
stn hdr
conc hdr
1.5c. maple
2.0c. maple
gravel drive
gran sps
conc blk rw
2.9c. maple
.9c. maple
mixed woods
wood1 story
mixed woods
conc hdr
gravel drive
orn
maple3.5’c
.
stn rw
orn
oak6.0’c
.
mixe
d wo
ods
spswd(2)
mixe
d wo
ods
conc h
dr
rcp
15"
conc h
dr
wood2
stor
y
& de
ckwd s
ps
gravel
drive
mixed
woods
mixed
woods
Stockbridge Corn
er Road
"stop"
conc hdr
7.8’c.
oak
6.0’c.
oak
bldr
"stop"
stn hdr
gravel drive
(2)wd
sps
stn r
w
lawn
mixed woods
grass
driv
e
rcp
15"
mrm hdr
mixed woods
mixed
woods
cmp
12"g
ate
mtl
bldr
grav
el dri
ve
mixed woods
gravel drive
mrm hdr
rcp
30"
"stop"
wood
1 sty
wood
1�
styavg hemlock
(2)6.0’c.
apple
4.0’c.
mixed woods
culvrt
box
5’x
2’ conc hdr
stl supt
conc hdrstl supt
gravel dr
apple
4.5’c. ash
5.0’c. elm
2.7’c.ash
7.5’c.
stn r w
stn rw
stn r w
conc/stn rw
stn r w
?rw
stnrw
culvert
3’x 3’ box
wood
1�
story
hedge
chn lnkchn lnk
gate chn lnk
sps
mixed woods
w/ sps
brk pad
conc rw
"Chamberlin Rd"
"Stockbridge Corner Rd"
limit"
weight
"6 ton
Cha
mberlin
Road rd
gravel
stn hdr
mixed woods
fndation
old
stn rw
elec
wood
2 story
twin maple
4.5’c.
oak
3.0’c.
oak
5.0’c.
maple
1.0’c.
maple
2.0’c.
barbed
wire
mixed
woods
woods
mixed
15" rcp
north"
28"rte
asphalt dr
conc hdr
evergreens
(3)1.0’c avg
24"rcp
rock pile
6.6’c pine
conc hdr
cmp
15"
gravel drive
rock pile
rock pile
pile
rock
mixed
woods
fruit trees
(3).5’c.
wood
1�
story
sps
wood
asphalt drive
old fnd rw
Chrst
ms trees
bldr
conc hdr
rcp
18"
conc hdr
mixed woods
gravel drive
12" plastic
parking
gravel
plstc
12"
pond
maple
(3)2.0’c.
.5’c. spruce
Ha
m
Woods Road
Stockbridge Corner Road
15" rcp
rcp
24"
12" rcp
18" rcp
18" rcp
15" rcp
rcp
18"
hdr
mr
mpsp
12"
stkde
asphalt drive
wood
1 sty
maple
4.2’c.
spruce
.5c.
asphalt drive
wd sps
maple
6.6’c.
maple
4.4’c.
cmp
15"birch
1.0’c.
pvc8
"
shed
wd
"40 mph"
"Stockbridge Rd"
curve sign
wood
1 sty
& sps
wd lndg
wood
2 sty
28"
"south
asphalt drive
2.5
m"
"honey
"Stockbridge Crn Rd"
"Suncook
Valley Rd"
"Stockbridge Crn Rd"
30"
limit
"speed
wood
1 1/2 story
psp
18"
psp
12"
30"
limit
"speed
grass
woods road
welding"
875-6666
machining
"R E Plante
curve sign
mph"
"40
"Stockbridge Rd"
inter sign
..."
contractor
"R
D
Hoitt
patio blk sk
ahead
sign
stop
drive
gravelpst & rl
Ha
m
Woods Road
