ALTERNATIVE 6
48
1.3
480.6
47
9.9
47
9.2
47
8.7
47
8.2
478.0
47
7.8
478.0
47
8.2
478.6
479.1
47
9.5
480.0
48
0.4
48
0.8
48
1.2
481.6
482.1
48
2.5
48
2.9
48
3.3
48
3.7
48
3.9
484.1
484.1
484.0
48
3.9
483.6
48
3.3
483.0
482.6
48
2.3
482.0
481.6
481.1
48
0.5
47
9.9
47
9.4
47
9.4
47
9.4
47
8.7
47
7.8
47
5.8
473.0
469.6
46
6.9
464.1
46
1.2
45
8.4
456.1
45
4.4
45
3.9
45
1.8
45
3.4
45
1.3
43
2.9
43
0.9
44
2.8
469.1
471.6
470.6
46
8.2
46
9.4
47
4.3
48
7.5
49
2.3
49
2.7
49
4.7
49
5.7
49
5.8
49
6.4
496.6
497.6
49
8.5
49
7.8
49
6.3
49
6.5
499.6
50
0.4
49
9.9
499.1
49
8.9
49
6.5
49
5.9
49
0.7
493.0
49
2.9
49
2.2
490.0
48
6.8
48
4.5
48
2.7
48
0.5
47
8.3
476.0
473.6
47
1.3
469.0
466.6
48
1.3
2
48
0.6
3
47
9.9
4
47
9.2
4
478.6
1
478.1
6
47
7.8
8
47
7.7
9
47
7.8
8
478.1
6
47
8.5
9
47
9.0
7
47
9.5
4
480.0
1
48
0.4
8
480.9
5
48
1.4
2
48
1.8
9
482.3
6
48
2.8
3
48
3.3
0
483.7
6
484.1
1
484.3
5
48
4.4
7
48
4.4
8
48
4.3
7
484.1
5
48
3.8
2
48
3.4
0
48
2.9
9
48
2.5
7
482.1
5
48
1.7
4
48
1.3
2
48
0.9
0
48
0.4
9
48
0.0
7
47
9.6
3
478.9
6
47
8.0
0
476.7
6
47
5.2
3
47
3.4
7
47
1.8
8
470.5
5
46
9.4
7
46
8.6
4
46
8.0
7
467.7
5
46
7.6
9
46
7.8
9
46
8.3
3
468.8
5
46
9.3
7
46
9.8
9
47
0.4
2
47
0.9
4
471.4
6
47
1.9
8
47
2.5
9
473.4
5
47
4.5
7
47
5.9
4
47
7.5
8
47
9.4
8
48
1.6
3
48
3.9
9
48
6.3
8
488.6
5
49
0.7
0
492.5
5
49
4.1
8
49
5.6
0
49
6.8
0
49
7.8
0
49
8.5
8
499.1
5
499.5
1
499.6
5
49
9.5
9
499.3
1
498.8
1
498.1
1
49
7.1
9
496.0
6
49
4.7
2
49
3.1
7
49
1.4
0
48
9.4
3
48
7.2
4
48
4.9
9
48
2.7
3
48
0.4
7
47
8.2
2
47
5.9
3
47
3.5
9
471.2
6
46
8.9
2
46
6.5
8
-4.51%
-4.67%
PI = 555+80.00
ELEV. = 476.87
VC = 14
K = 84
-1.39% 0.94% -0.83%
-3.57%
1.04%
4.77%
PI = 505+85.00
ELEV. = 485.00
VC = 14
K = 96
PI = 511+69.42
ELEV. = 476.89
VC = 321
K = 138
PI = 520+66.80
ELEV. = 485.35
VC = 388
K = 219
PI = 528+50.00
ELEV. = 478.82
VC = 240
K = 88
PI = 532+12.97
ELEV. = 465.85
VC = 453
K = 98
PI = 539+89.74
ELEV. = 473.96
VC = 360
K = 97
PI = 547+93.83
ELEV. = 512.33
VC = 1093
K = 118
P.V
.C. 510+
09.1
2
EL
EV
. =
479.1
2
P.V
.T. 513+
29.7
2
EL
EV
. =
47
8.4
0
P.V
.C. 518+
72.5
6
EL
EV
. =
483.5
2
HIG
H
PO
INT
+79
P.V
.T. 522+
61.0
5
EL
EV
. =
483.7
3
P.V
.C. 527+
30.0
0
EL
EV
. =
479.8
2
P.V
.T. 529+
70.0
0
EL
EV
. =
474.5
3P
.V.C
. 529+
86.5
5
EL
EV
. =
473.9
4
P.V
.T. 534+
39.3
9
EL
EV
. =
468.2
2
P.V
.C. 538+
09.7
4
EL
EV
. =
472.0
8
P.V
.T. 541+
69.7
4
EL
EV
. =
48
2.5
5
P.V
.C. 542+
47.3
7
EL
EV
. =
48
6.2
5
HIG
H
PO
INT
+09
P.V
.T. 553+
40.3
0
EL
EV
. =
487.6
8
P.V
.C. 555+
73.1
6
EL
EV
. =
477.1
7P
.V.T
. 555+
86.8
4
EL
EV
. =
47
6.5
5
509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 532+00 533+00 534+00 535+00 536+00 537+00 538+00 539+00 540+00 541+00 542+00 543+00 544+00 545+00 546+00 547+00 548+00 549+00 550+00 551+00 552+00 553+00 554+00 555+00 556+00 557+00 558+00
STA. 511+00
BEGINCONSTRUCTION
EXISTING ALIGNMENT PROFILE
APPPROXIMATE LOCATION
OF PROPOSED BRIDGE
225’-0"
CL
WESTPORT VILLAGE ROAD
ø= 452 FTHIGHEST DRIFT
EL. 449.3
STA. 558+00
ENDCONSTRUCTION
CL
COOMBS BRIDGE ROAD
11/10/2009
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE
SCALE IN FEET
50 0 50 100
T EH STATE
O
F N
EW
HA
MP
SHIRE
D
EP
AR
TM
EN
T
OF
TR
AN
SPORTATION
GRID
WINCHESTER
DPR-BRF-X-0111(005)
12906Alternative 6- Downstream Alignment Non-Parallel
Tangent with 14500-ft Radius curve at Bridge
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.)
CAROW
RO
W
RO
W
N.H. Route 10
N.H. Route 10
om
bs Bridge Road
Westport Village Road
Ashuelo
t R
iver
Ashuelot River
Co
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
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. 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.
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
STATE
OF NH
21
mb
mb
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an
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an
an
an
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barbed wire
cow pasture
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"covered
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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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winter parking
"T
oplin
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uto
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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
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1 sto
ry
asphalt
drive
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sto
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hdr
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r
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5.7
’c.
5.3
’c.
mb
stone
rw
2 story woodapprox.location
approxlocation
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
vinyl post &
rail
orn
orn
asph d
riv
e
stockade
asphalt driv
e
18" r
cp
mixed woods
gravel d
riv
e
6" cmp 12" cm
p
inter
sign12"
cmp
12"cmp
grass
stn rw
asphalt drive
1 1/2 story wood
gravel
drive
1 sty
wood
gravel dr
ive
8" cm
p 12"cmp
asph
apron
gravel d
riv
e
2 orns
"stop"
orn
gravel
drive
"Keene Rd"
"Coombs Bridge Rd"
lawn
gravel d
riv
e
pic
ket
hedge
picket
splt rail
gravel
dri
ve
psnh
74
133
net
99
net
99-1
1 sty
wd shd
1 1/2 sty
wood splt rail
split rail
metal gate
psnh133-1
asphalt drive
wood
shed
asphalt
dri
ve
1 1/2 storywood
picket
74
134-1
net
900
1
"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
wood r
w
1 1/2 styw
ood
"Shamrock
Real Estate"
trail
orn
split rail
woodscreen
bldg
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
net
94s
74
138s
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���
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limit
30"
gravel drive
net
9971
psnh
25
103
curv
e
sig
n
psnh
25
102
net2
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net
9975
psnh
101
asphalt d
rive
asphalt drive
bgr
bgr
bgr
bgr
12" cmp
12"cm
p
psnh
74
139
net
93 1/2 900n�
gravel drive
psnh
113
1
900n
1
net
���
asphalt d
riv
e
12"
cmp
psnh
74
140
net
93
net
91 1/2
net
91
"school
bus stop
ahead"
conc h
dr
asphaltdrive
asp
ha
lt curb
orn
orn
orn
stn
rw
asphalt parking
psnh32
17-1
#9
82123 3
6" c
mp
���
���
36" r
cp
conc hdr
stre
am
"welcome to Swanzey"
nynex 88psnh
34
18
asphalt drive
"Elmond Grover
#1124"
grav
el driv
e
broken a
sphalt
asphalt d
riv
e
���
net88 1/2 psnh
32
19
net
89
psnh
32
20
gravelparking
1 story
wood
orn
orn
82
100
metalgate
gra
vel drive
���
���
asphalt
dri
ve
barbed wire
1 storywood
asphalt d
riv
e
net
90-1
conc hdr
rcp
conc hdr
psnh
32
21
net
305
90
net
90 1/2
36" rcp
asph apron
1 1/2
story
wood
asphalt drive
24" r
cp
74
128
net
104
psnh
74
129
net
103
psnh
74
130
net
102
psnh
74
131
80t
net
101
psc
37
1
226
1
net
psco
74
132
80t
226�
nynex 305/100
"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"
net
pbpb88 1/2
push brace
6"pvcconnects
cb’s
"south
10 n
orth
Win
cheste
r 5
Keene 7
"
sto
p
ahead
hdr
MC
IA
MC
IA
MC
JA
MC
JA
503
504
505
506
507
508
509
510
511
512513
514515
516517
518519
520521
522523
524525
526527
528529
530531
532533
534535 536 537 538 539 540 541 542 543 544 545
546547
548549
550551
552553
554555
556557
558
559
560
561
562
563
564
565
566
600
601
602
603
604
605
606
700
701
