T HE STATE D O P E F A N R E T W M E H N A T M O P F SH T ... · Vil Rd" "school bus stop ahead"...
1
7/13/2010 PRELIMINARY PLANS SUBJECT TO CHANGE DATE SCALE IN FEET 50 0 50 100 T E H S T A T E O F N E W H A M P S H I R E D E P A R T M E N T O F T R A N S P O R T A T I O N GRID 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.) ROW WINCHESTER-SWANZEY DPR-BRF-X-0111(005) 12906 Alternative 9- Downstream Alignment, 3 Curves, 4-foot shoulders PREFERRED OPTION NH 10 PROFILE 483.4 483.0 482.6 482.3 481.9 481.6 481.1 480.7 480.4 480.0 479.9 480.1 479.8 479.1 477.5 475.4 472.9 470.4 467.9 464.9 461.7 458.9 456.5 455.2 452.9 453.3 451.2 433.1 430.9 442.0 469.1 471.5 470.5 468.2 469.2 474.0 487.2 492.3 492.7 494.9 495.7 496.0 496.3 496.8 497.4 498.4 497.1 496.9 497.0 499.7 498.8 498.6 498.7 498.5 497.9 497.0 495.9 494.7 493.2 491.5 489.5 487.4 485.2 482.9 480.7 478.3 476.0 473.7 471.3 469.0 466.7 464.4 462.3 483.36 482.99 482.61 482.24 481.88 481.57 481.33 481.08 480.59 479.82 478.77 477.44 475.82 473.97 472.27 470.83 469.65 468.73 468.07 467.66 467.51 467.62 467.98 468.42 468.87 469.31 469.75 470.20 470.64 471.08 471.53 472.03 472.79 473.81 475.09 476.63 478.44 480.50 482.82 485.20 487.58 489.91 492.02 493.89 495.52 496.92 498.08 499.01 499.70 500.15 500.37 500.35 500.10 499.61 498.88 497.92 496.72 495.28 493.61 491.71 489.56 487.34 485.12 482.89 480.67 478.44 476.21 473.98 471.74 469.51 467.28 464.43 462.29 124+41.87 125+71.31 132+28.84 135+43.85 143+65.77 146+92.86 152+79.17 155+45.02 420 430 440 450 460 470 480 -0.74% -0.46% -3.86% 0.89% 4.76% -4.45% -4.46% PI = 125+30.00 ELEV. = 481.65 VC = 100 K = 355 PI = 127+80.00 ELEV. = 480.50 VC = 300 K = 88 PI = 131+60.00 ELEV. = 465.85 VC = 460 K = 97 PI = 140+00.00 ELEV. = 473.30 VC = 370 K = 96 PI = 148+04.57 ELEV. = 511.60 VC = 975 K = 106 PI = 155+20.00 ELEV. = 479.78 VC = 100 K = 6020 R = 12500’ R = 8000’ R = 5000’ R = 8000’ R = 3750’ P.V.C. 124+80.00 ELEV. = 482.02 P.V.T. 125+80.00 ELEV. = 481.42 P.V.C. 126+30.00 ELEV. = 481.19 P.V.C. 129+30.00 ELEV. = 474.72 LOW POINT +04 P.V.T. 133+90.00 ELEV. = 467.89 P.V.C. 138+15.00 ELEV. = 471.66 P.V.T. 141+85.00 ELEV. = 482.11 P.V.C. 143+17.07 ELEV. = 488.39 P.V.T. 152+92.07 ELEV. = 489.92 P.V.C. 154+70.00 ELEV. = 482.00 P.V.T. 155+70.00 ELEV. = 477.55 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 NGVD29=410 STA. 124+50 STA. 124+50 BEGIN CONSTRUCTION BEGIN CONSTRUCTION WESTPORT VILLAGE ROAD C L APPPROXIMATE LOCATION OF PROPOSED BRIDGE 225’-0" EXISTING ALIGNMENT PROFILE ø= 452 FT HIGHEST DRIFT EL. 449.3 STA. 154+50 END CONSTRUCTION END CONSTRUCTION STA. 154+50 DRAFT HEARING PLAN MC2A MC2A 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 200 201 202 203 204 205 206 MC1T MC1T 900 901 902 903 904 905 906 907 908 MC1A MC1A 300 301 302 303 304 305 306 7/13/2010 PRELIMINARY PLANS SUBJECT TO CHANGE DATE Alternative 9- Downstream Alignment, 3 Curves, 4-foot shoulders PREFERRED OPTION NH 10 PROFILE 483.4 483.0 482.6 482.3 481.9 481.6 481.1 480.7 480.4 480.0 479.9 480.1 479.8 479.1 477.5 475.4 472.9 470.4 467.9 464.9 461.7 458.9 456.5 455.2 452.9 453.3 451.2 433.1 430.9 442.0 469.1 471.5 470.5 468.2 469.2 474.0 487.2 492.3 492.7 494.9 495.7 496.0 496.3 496.8 497.4 498.4 497.1 496.9 497.0 499.7 498.8 498.6 498.7 498.5 497.9 497.0 495.9 494.7 493.2 491.5 489.5 487.4 485.2 482.9 480.7 478.3 476.0 473.7 471.3 469.0 466.7 464.4 462.3 124+41.87 125+71.31 132+28.84 135+43.85 143+65.77 146+92.86 152+79.17 155+45.02 420 430 440 450 460 470 480 -0.74% -0.46% -3.86% 0.89% 4.76% -4.45% -4.46% R = 12500’ R = 8000’ R = 5000’ R = 8000’ R = 3750’ P.V.C. 124+80.00 ELEV. = 482.02 P.V.T. 125+80.00 ELEV. = 481.42 P.V.C. 126+30.00 ELEV. = 481.19 P.V.C. 129+30.00 ELEV. = 474.72 LOW POINT +04 P.V.T. 133+90.00 ELEV. = 467.89 P.V.C. 138+15.00 ELEV. = 471.66 P.V.T. 141+85.00 ELEV. = 482.11 P.V.C. 143+17.07 ELEV. = 488.39 P.V.T. 152+92.07 ELEV. = 489.92 P.V.C. 154+70.00 ELEV. = 482.00 P.V.T. 155+70.00 ELEV. = 477.55 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 STA. 124+50 STA. 124+50 BEGIN CONSTRUCTION BEGIN CONSTRUCTION STA. 154+50 END CONSTRUCTION END CONSTRUCTION STA. 154+50 DRAFT HEARING PLAN 50’ ACCESS EASE. LEVITRE G BAGSTER PLUMMER PLUMMER LEVITRE WILL WILL BLAIR BLAIR P & H GROVER PERRY VANDYKE LECLAIR STATE WEBSTER BECHARD WEBSTER HOMAN HOMAN STATE MURDOCK TOWNE STATE STATE LYNOTT LYNOTT 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. Approx. Exist. R.O.W. TOWN LINE WINCHESTER SWANZEY RESERVED R.R. RIGHTS 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. 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 STATE OF NH 21 mb mb an an an an an an an ip ip ip cb cb gl fp w w w st st mb lp an di an 3 mb T/L an di an an gl lp cb ip mb da mtl post mb w an NH conc bnd NH conc bnd NH conc bnd metal gate post 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 18" stone hdr bldr conc 5.7’c. 5.3’c. mb stone rw 2 story wood approx.location CAROW CAROW CAROW CAROW ROW ROW N.H. Route 10 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 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 picket 1’ c. spruce 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 wood rw 1 1/2 sty wood 1’ c. cedar "Shamrock Real Estate" trail 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 bgr bgr 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 psnh 113 1 900n 1 net asphalt drive 12" cmp psnh 74 140 net 93 net 91 1/2 Ashuelot River net 91 "school bus stop ahead" "welcome Ashuelot asphalt drive "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 metal gate gravel drive asphalt drive b a r b e d w i r e 1 story wood asphalt drive net 90-1 3.3’ c. oak conc hdr rcp conc hdr psnh 32 21 net 305 90 net 90 1/2 a s p h a l t d r i v e 3.3’ c. fir 2.6’ c. fir .7’ c. beach 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 "south 10 north Winchester 5 Keene 7" stop ahead hdr pine pine
Transcript of T HE STATE D O P E F A N R E T W M E H N A T M O P F SH T ... · Vil Rd" "school bus stop ahead"...
7/13/2010
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
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.)
RO
W
WINCHESTER-SWANZEY
DPR-BRF-X-0111(005)
12906
48
0.0
47
9.9
48
0.1
47
9.8
47
9.1
477.5
47
5.4
47
2.9
47
0.4
46
7.9
46
4.9
46
1.7
45
8.9
456.5
45
5.2
45
2.9
45
3.3
45
1.2
43
3.1
43
0.9
44
2.0
46
9.1
471.5
470.5
46
8.2
46
9.2
47
4.0
48
7.2
49
2.3
49
2.7
49
4.9
49
5.7
49
6.0
49
6.3
49
6.8
49
7.4
49
8.4
480.1
1
479.6
1
478.9
3
478.0
3
476.9
2
475.5
9
474.0
5
472.4
0
47
0.7
6
469.3
4
468.1
7
46
7.2
6
466.6
0
466.2
0
466.0
5
46
6.1
6
466.5
3
467.1
3
467.7
7
468.4
2
469.0
7
469.7
1
47
0.3
6
47
1.0
6
471.9
9
473.1
8
474.6
3
476.3
2
478.2
8
480.4
9
48
2.8
6
485.2
4
487.6
1
489.9
4
492.0
4
493.9
1
495.5
4
496.9
4
13
2+
28
.84
135+
43.8
5
14
3+
65
.77
146+
80.7
6
HORIZONTAL CURVE DATA
-0.96%
-3.31%
1.29%
4.75%
PI = 125+40.00
ELEV. = 481.65
VC = 100
K = 427
PI = 128+64.71
ELEV. = 478.53
VC = 275
K = 117
PI = 133+05.00
ELEV. = 463.96
VC = 450
K = 98
PI = 139+88.19
ELEV. = 472.79
VC = 340
K = 98
PI = 148+04.57
ELEV. = 511.60
VC = 975
K = 106
R = 8000’ R = 5000’
LO
W
PO
INT
+0
4
128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00
STA. 124+50
225’-0"
Alternative 9- Downstream Alignment,
3 Curves, 4-foot shoulders
PREFERRED OPTION
NH 10 PROFILE
48
3.4
48
3.0
482.6
48
2.3
48
1.9
481.6
48
1.1
48
0.7
48
0.4
48
0.0
47
9.9
48
0.1
47
9.8
47
9.1
477.5
47
5.4
47
2.9
47
0.4
46
7.9
46
4.9
46
1.7
45
8.9
456.5
45
5.2
45
2.9
45
3.3
45
1.2
43
3.1
43
0.9
44
2.0
46
9.1
471.5
470.5
46
8.2
46
9.2
47
4.0
48
7.2
49
2.3
49
2.7
49
4.9
49
5.7
49
6.0
49
6.3
49
6.8
49
7.4
49
8.4
49
7.1
49
6.9
49
7.0
49
9.7
49
8.8
498.6
49
8.7
498.5
49
7.9
49
7.0
49
5.9
49
4.7
49
3.2
491.5
489.5
48
7.4
48
5.2
48
2.9
48
0.7
47
8.3
47
6.0
47
3.7
47
1.3
46
9.0
46
6.7
46
4.4
46
2.3
48
3.3
6
48
2.9
9
482.6
1
48
2.2
4
48
1.8
8
48
1.5
7
48
1.3
3
48
1.0
8
48
0.5
9
47
9.8
2
47
8.7
7
47
7.4
4
47
5.8
2
47
3.9
7
47
2.2
7
47
0.8
3
469.6
5
46
8.7
3
46
8.0
7
46
7.6
6
467.5
1
46
7.6
2
46
7.9
8
46
8.4
2
46
8.8
7
469.3
1
469.7
5
470.2
0
47
0.6
4
47
1.0
8
47
1.5
3
47
2.0
3
47
2.7
9
473.8
1
47
5.0
9
47
6.6
3
47
8.4
4
480.5
0
48
2.8
2
485.2
0
48
7.5
8
489.9
1
49
2.0
2
49
3.8
9
49
5.5
2
49
6.9
2
49
8.0
8
499.0
1
499.7
0
500.1
5
50
0.3
7
500.3
5
500.1
0
499.6
1
49
8.8
8
49
7.9
2
49
6.7
2
49
5.2
8
493.6
1
491.7
1
48
9.5
6
48
7.3
4
48
5.1
2
48
2.8
9
48
0.6
7
47
8.4
4
476.2
1
47
3.9
8
47
1.7
4
469.5
1
46
7.2
8
46
4.4
3
46
2.2
9
12
4+
41
.87
125+
71.3
1
13
2+
28
.84
135+
43.8
5
14
3+
65
.77
146+
92.8
6
15
2+
79
.17
15
5+
45
.02
420
430
440
450
460
470
480
-0.74% -0.46%
-3.86%
0.89%
4.76%
-4.45%
-4.46%
PI = 125+30.00
ELEV. = 481.65
VC = 100
K = 355
PI = 127+80.00
ELEV. = 480.50
VC = 300
K = 88 PI = 131+60.00
ELEV. = 465.85
VC = 460
K = 97
PI = 140+00.00
ELEV. = 473.30
VC = 370
K = 96
PI = 148+04.57
ELEV. = 511.60
VC = 975
K = 106
PI = 155+20.00
ELEV. = 479.78
VC = 100
K = 6020
R = 12500’ R = 8000’ R = 5000’ R = 8000’ R = 3750’
P.V
.C.
12
4+
80
.00
EL
EV
. =
482.0
2
P.V
.T. 125+
80.0
0
EL
EV
. =
481.4
2
P.V
.C.
12
6+
30
.00
EL
EV
. =
481.1
9
P.V
.C.
12
9+
30
.00
EL
EV
. =
474.7
2
LO
W
PO
INT
+0
4
P.V
.T. 133+
90.0
0
EL
EV
. =
467.8
9
P.V
.C.
13
8+
15
.00
EL
EV
. =
471.6
6
P.V
.T. 141+
85.0
0
EL
EV
. =
482.1
1
P.V
.C.
14
3+
17
.07
EL
EV
. =
488.3
9
P.V
.T. 152+
92.0
7
EL
EV
. =
489.9
2
P.V
.C.
15
4+
70
.00
EL
EV
. =
48
2.0
0
P.V
.T. 155+
70.0
0
EL
EV
. =
47
7.5
5
123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 NGVD29=410
STA. 124+50STA. 124+50
BEGINCONSTRUCTION
BEGINCONSTRUCTION
WESTPORT VILLAGE
ROAD
CL
APPPROXIMATE LOCATION
OF PROPOSED BRIDGE
225’-0"
EXISTING ALIGNMENT
PROFILE
ø= 452 FTHIGHEST DRIFT
EL. 449.3
STA. 154+50
ENDCONSTRUCTION
ENDCONSTRUCTION
STA. 154+50
DRAFT HEARING PLAN
MC
2A
MC
2A
116117
118119 120 121 122 123 124 125 126 127 128 129
130131
132133
134135
136137 138 139 140 141
142143
144
145
146
147148
149150
151 152 153 154 155 156157
158
159
160
161
200
201
202
203
204
205
206
MC1T
MC1T
900
901
902
903
904
905
906
907
908
MC1A
MC1A
300
301
302 303 304 305 306
7/13/2010
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE
48
0.0
47
9.9
48
0.1
47
9.8
47
9.1
477.5
47
5.4
47
2.9
47
0.4
46
7.9
46
4.9
46
1.7
45
8.9
456.5
45
5.2
45
2.9
45
3.3
45
1.2
43
3.1
43
0.9
44
2.0
46
9.1
471.5
470.5
46
8.2
46
9.2
47
4.0
48
7.2
49
2.3
49
2.7
49
4.9
49
5.7
49
6.0
49
6.3
49
6.8
49
7.4
49
8.4
13
2+
28
.84
135+
43.8
5
14
3+
65
.77
146+
80.7
6
HORIZONTAL CURVE DATA
-0.96%
-3.31%
1.29%
4.75%
R = 8000’ R = 5000’
LO
W
PO
INT
+0
4
128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00
STA. 124+50
Alternative 9- Downstream Alignment,
3 Curves, 4-foot shoulders
PREFERRED OPTION
NH 10 PROFILE
48
3.4
48
3.0
482.6
48
2.3
48
1.9
481.6
48
1.1
48
0.7
48
0.4
48
0.0
47
9.9
48
0.1
47
9.8
47
9.1
477.5
47
5.4
47
2.9
47
0.4
46
7.9
46
4.9
46
1.7
45
8.9
456.5
45
5.2
45
2.9
45
3.3
45
1.2
43
3.1
43
0.9
44
2.0
46
9.1
471.5
470.5
46
8.2
46
9.2
47
4.0
48
7.2
49
2.3
49
2.7
49
4.9
49
5.7
49
6.0
49
6.3
49
6.8
49
7.4
49
8.4
49
7.1
49
6.9
49
7.0
49
9.7
49
8.8
498.6
49
8.7
498.5
49
7.9
49
7.0
49
5.9
49
4.7
49
3.2
491.5
489.5
48
7.4
48
5.2
48
2.9
48
0.7
47
8.3
47
6.0
47
3.7
47
1.3
46
9.0
46
6.7
46
4.4
46
2.3
12
4+
41
.87
125+
71.3
1
13
2+
28
.84
135+
43.8
5
14
3+
65
.77
146+
92.8
6
15
2+
79
.17
15
5+
45
.02
420
430
440
450
460
470
480
-0.74% -0.46%
-3.86%
0.89%
4.76%
-4.45%
-4.46%
R = 12500’ R = 8000’ R = 5000’ R = 8000’ R = 3750’
P.V
.C.
12
4+
80
.00
EL
EV
. =
482.0
2
P.V
.T. 125+
80.0
0
EL
EV
. =
481.4
2
P.V
.C.
12
6+
30
.00
EL
EV
. =
481.1
9
P.V
.C.
12
9+
30
.00
EL
EV
. =
474.7
2
LO
W
PO
INT
+0
4
P.V
.T. 133+
90.0
0
EL
EV
. =
467.8
9
P.V
.C.
13
8+
15
.00
EL
EV
. =
471.6
6
P.V
.T. 141+
85.0
0
EL
EV
. =
482.1
1
P.V
.C.
14
3+
17
.07
EL
EV
. =
488.3
9
P.V
.T. 152+
92.0
7
EL
EV
. =
489.9
2
P.V
.C.
15
4+
70
.00
EL
EV
. =
48
2.0
0
P.V
.T. 155+
70.0
0
EL
EV
. =
47
7.5
5
123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00
STA. 124+50STA. 124+50
BEGINCONSTRUCTION
BEGINCONSTRUCTION
STA. 154+50
ENDCONSTRUCTION
ENDCONSTRUCTION
STA. 154+50
DRAFT HEARING PLAN
50’ A
CC
ES
S E
AS
E.
CO
OP
ER
BA
GS
TE
R
LEVITRE
GROVER
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
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
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.
TOWN
LINE
WIN
CHESTER
SWANZEY
RESERVED R.R. RIGHTS
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.
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
STATE
OF NH
21
mb
mb
an
an
an
an
an
an
an
ip
ip
ip
cb
cb
gl
fp
w
w
w
st
st
mb
lp
an
di
an
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T/L
an
di
an
an
gl
lp
cb
ip
mb
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da
mtl post
mb
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an
NH
conc b
nd
NH conc bnd
NH
conc b
nd
metal gate post
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
���
���
18"
sto
ne
hdr
bld
r
conc
5.7
’c.
5.3
’c.
mb
stone
rw
2 story woodapprox.location
CAROW
CAROW
CAROW
CAROW
RO
W
RO
W
N.H. Route 10
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woods
mixed woodsmixed woods
mixed woods
mixed woods
mix
ed w
oods
mix
ed w
oods
mix
ed w
oods
mbs Bridge Road
gravel dr
ive
8" cm
p
gravel d
riv
e
2 orns
"stop"
orn
lawn
gravel d
riv
e
pic
ket
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
picket
1’ c.
spruce
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
wood r
w
1 1/2 styw
ood
1’ c.
cedar
"Shamrock
Real Estate"
trail
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
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
Ashuelo
t R
iver net
91
"school
bus stop
ahead"
asphalt parking
#9
36" c
mp
���
���
36" r
cp
conc hdr
stre
am
"welcome to Swanzey"
Ashuelot River
asphalt drive
"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.
poplarm
etalgate
gra
vel drive
���
���
asphalt
dri
ve
barbed wire
1 storywood
asphalt d
riv
e
net
90-1
3.3’ c.
oak
conc hdr
rcp
conc hdr
psnh
32
21
net
305
90
net
90 1/2
asph apron
asphalt drive
3.3’ c.
fir
2.6
’ c.
fir
.7’ c.
beach
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
"south
10 n
orth
Win
cheste
r 5
Keene 7
"
sto
p
ahead
hdr
pin
e
pin
e
![[mkr volumen 03]](https://static.fdocuments.net/doc/165x107/5790566b1a28ab900c992cd0/mkr-volumen-03.jpg)
