MON. hyd ws o MON. SMITH,LORRAINE · TO SHARON Lower River Rd Mill Street New Ipswich X-A000(403)...
1
TO SHARON Mill Street New Ipswich X-A000(403) 14465 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.) SCALE IN FEET 50 0 50 100 1/19/2010 PRELIMINARY PLANS SUBJECT TO CHANGE DATE 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.) SCALE IN FEET 50 0 50 100 Alternate 3 - Reconstruct NH 123, 124 Construct New Bridge at Existing Bridge Location Modify Horizontal and Vertical Alignment 100’ 4% NGVD29=860 882.9 882.8 883.3 884.4 886.2 888.6 891.5 894.5 897.6 900.6 903.4 906.1 908.5 910.6 912.4 913.8 915.0 915.9 916.4 916.6 917.0 917.3 917.6 918.0 918.4 918.8 919.1 919.6 920.2 921.3 922.4 923.8 925.3 927.0 930.5 934.9 938.7 941.7 944.0 946.1 948.1 949.8 951.7 953.6 955.9 958.7 961.6 964.9 968.9 973.2 977.7 983.0 988.3 993.2 882.86 882.81 883.26 884.42 886.19 888.58 891.49 894.53 897.58 900.61 903.42 906.08 908.48 910.60 912.40 913.83 914.96 915.86 916.42 916.64 917.00 917.35 917.70 918.05 918.40 918.87 919.33 919.83 920.58 921.60 922.91 924.45 926.27 928.65 931.62 935.17 938.94 941.90 944.04 946.07 948.10 950.13 952.16 954.18 956.38 958.97 961.98 965.39 969.20 973.42 978.05 983.09 988.36 287+40.82 292+18.51 294+82.61 296+22.94 296+99.73 298+01.05 299+62.13 303+82.25 870 880 0.70% 0.93% 3.16% 7.78% 4.06% 10.56% PI = 293+25.00 ELEV. = 920.50 VC = 200 K = 90 PI = 295+55.00 ELEV. = 927.77 VC = 200 K = 43 PI = 297+25.00 ELEV. = 941.00 VC = 100 K = 27 PI = 302+55.00 ELEV. = 962.50 VC = 400 K = 62 R = 1100’ R = 800’ R = 1000’ R = 2000’ P.V.T. 290+99.99 ELEV. = 918.40 P.V.C. 292+25.00 ELEV. = 919.57 P.V.T. 294+25.00 ELEV. = 923.66 P.V.C. 294+55.00 ELEV. = 924.61 P.V.T. 296+55.00 ELEV. = 935.55 P.V.C. 296+75.00 ELEV. = 937.11 P.V.T. 297+75.00 ELEV. = 943.03 P.V.C. 300+55.00 ELEV. = 954.39 P.V.T. 304+55.00 ELEV. = 983.61 P.V.C. 305+40.00 ELEV. = 992.58 79+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 TO MASS. 870 880 890 900 910 920 930 940 950 960 970 980 an an an an an an an an an an ip ip ip ip s cc dh cb cb cb cb gl m h e di h y d fp w w w w vp vp vp mb mb mb 4 wood posts 4 mbs mb mb mb mb mb mb mb lp an an an an an ip s post post bnd di fp w w 2 mbs 3 mbs metal post 3 gran posts 4 wood posts 10 gran posts mb mb w MON. w MON. w MON. w MON. w MON. w MON. w MON. w MON. ip ip ip ip ip ip ip post mh mh mh cb cb cb cb cb cb gp gp an an an an gl gl gl gl gl gl gl gl gl h y d fp vp vp vp vp vp vp w w w w w w w w g w g w s o m h s s s for canopy over pumps clothes line post dry well conc cover gran bnd und gas w/shutoff gas ft 3 conc covers clothes line post sun dial ac 3 metal posts wood post ctrl valve 4mb broken pipe head s l p g r n c r b s l p g r n c r b 3mb wood post wood post wood post wood post 2.6’c. apple 8.5’c. stump orn brush 2 1/2 story wood spruces wet area rope fence rope fence broken asph dr asph wood rw lilacs wood post 1.1’c. maple broken asph 12.1’c. stump 7.9’c. stump 7.5’c. stump 5.2’c. stump 2’c. stump hardwoods grass dr lawn & gardens vz 6/66 psnh 1 56 psnh 1 56 net 6 66 "124 123 Fitchburg Mass. New Ipswich Jaffrey Mascenic Regional school Barrett House" "Souhegan River" 15" 12" 15" di 15" rcp 1/2 24" cmp sluice cb 1 2 " c m p gravel dr 1’c. stump 2mb brush 2 1/2 story wood spruces wood deck wood mrm mrm 2.3’c. wood 1 story wood gran post mrm mrm elm poplar oak 2.8’c. 7.5’c. ash stream wood sp wood conc sk leach field 1 story overhang brick tower brick tower 5 story 1 story building 9’ dia. conc mrm mrm brush wood bambo lawn 3 cgr "north 123 west 124 historical marker" "123 124" "e-2" obj mrkr "speed limit 25" bgr "south 123" bgr "Ypya Dr" "traffic turning and entering" Ypya Drive iron rail conc wing i r o n r a i l g r a n c u r b iron rail gran curb "stop" "e-2" obj mrkr 12" cmp 12" cmp inter sign mixed woods mixed woods psnh 1 61 net 68-4 18" cmp rcp rcp mrm hdr net 1 60 net 68-3 psnh 1 59 80t net 68-2 well house gravel pull off chain link mixed woods g r a v e l d r i v e asphalt drive asphalt drive gravel pull off psnh 1 57 65t 62 net 6 68 T u r n p i k e R o a d "Turnpike Rd" "River Rd" 58 net 6 68-1 12" cmp 6" cmp rcp m r m r w m r m r w m r m r w 2 1/2 story wood 2 story wood gravel parking 2 story brick Warwick Mills mixed woods 12" cmp conc rw gran blk rw iron rail conc rw hnd rail picket hedge iron rail asphalt drive gravel/broken asphalt mixed woods stone rw net 62 53 mrm hdr 12" cmp conc blk hdr mixed woods stone rw mixed woods 12" cmp mrm hdr gravel drive net 50 63 1 54 mixed woods mrm rw m r m r w 1 1/2 story wood mixed woods wood wood gate mixed woods corral 1 1/2 story wood gazebo psnh 5 1 net 62 asphalt drive leachfield asphalt drive 4"cmp orn leachfield box culvert stn rw stn rw hardwoods stone header hardwoods 1 1/2 story wood hardwoods conc rw picket "stop" to New Ipswich Center to Gibson Four Corners barbed wire field stream stone rw stone rw curve sign "stop ahead" NH Route 124 Souhegan River brick found steel bridge rail str gran curb str gran curb chain link gate/fence conc rw wood garage "Fitchburg, Mass Greenville Wilton Mascenic Regional School" 12" cmp "junction 123 124" 12" cmp NH Route 123, 124 2 1/2 story wood 2 1/2 sty wood 1 story wood house 1 1/2 story wood asph dr gravel dr asph dr asph dr asph dr gravel dr asph dr mrm hdr stone rw stone rw stone hdr stone hdr gran rw wire net 4 4 psnh 2 7 15t 61j net 61 7 mixed woods orn orn "Butch’s" stockade NH Route 124 18" cmp 36" cmp 48" cmp 12" cmp 18" rcp stockade gravel dr stone rw gravel dr conc dr stone rw psc2 1 net 61 1 80 t mobile home asph dr asph dr shed psnh 2 3 net 3 no #’s gravel dr stone rw stone rw 15"cmp 15" cmp 2 story wood mrm rw gran sp 15" cmp gravel dr mrm rw gran sp psnh 2 6 net 6 "junction 123" psnh 2 5 net 61 5 gravel dr mixed woods conc hdr mrm hdr wd sp wd deck gran hdr 36" cmp stone rw gran sp conc hdr mrm rw mrm hdr "124 123" net 9 psc 2 9 wood gate net 2 push brace net 6 dr 1 1/2 story wood "New Ipswich 1 Jaffrey 11 Greenville 2 Barrett house" 1 1/2 story wood rr ties rw rr ties 1 1/2 story wood "east 124" stockade dr wood deck River Road NH Route 123 6" cmp 15" rcp "stop" woods road mixed woods 3 cgr 62 net 6 68-5 "NH historic marker ahead" Mill Street asphalt drive cnc isl 1 story gas station 4" pcp und 12" cmp "stop" "Mill St." "speed limit 25 slow children dead end" psnh 4 1 610nynex11 mixed woods mixed woods mixed woods mixed woods lawn garage/shed garden rock rw paved apron gravel drive gravel drive 6" clay 12" rcp rock rw split rail 2 1/2 story wood orn wood shed 12" rcp garden orn asphalt parking shed nynex9 4 3 12" rcp rock rw 36" cmp 30" psp 24" psp approximate pipe end buried 24" psp psnh 4 5 nynex7 4’to 5’wide box culvert mixed woods gravel drive gravel drive 2 1/2 story wood mixed woods leach field mrm rw rock rw gravel drive gravel parking rock rw nynex 6 grav drive grass & grav drive shed wd rw rock rw psnh 54 3 610nynex5 picket mixed woods chain link "bridge closed" gravel parking mixed woods psnh 54 3-1 abandoned 25t psnh 64 2y 12" rcp mrm rw mrm rw conc rw pole no# steel rope 12" rcp conc & brick rw gravel drive & parking mixed woods "no swimming" rock rw cnc rw cnc rw rock rw cnc slcwy ch link ch link ch link conc rw metal rail conc pier conc dam w/spillway rocks & boulders rw earth on bridge woven wire conc bridge deck woven wire boulders rock rw rock rw rock rw rock rw rock rw mixed woods gran block rw conc rw paved drive psnh 4 2 610nynex10 2 1/2 story wood psnh 4 4 nynex 8 mill factory warehouse steel mill factory brick 1 1/2 story wood shed s l p g r n c r b 4" clay mrm hdr mrm hdr 12" rcp mrm hdr pick wing cut gran slab wing cut gran slab wing cut gran slab concrete & rock rw hdr hdr hdr hdr gran hdr gran/ conc hdr Souhegan River 1 1/2 story brick Souhegan River hdr SMITH, LORRAINE 1 US BANK NATIONAL ASSOC. 2 LABELLE, FELIX & THERESA 4 MARKHAM, BRETT L. & FRANCINE H. 7 OLDS, CHRISTOPHER & LAURIE A. 8 CELANI, JONATHAN & SHARON 10 GREENWOOD, ALDEN 9 TOWN OF NEW IPSWICH 12 VASEL, WILLIAM & KATHERINE 15 RODENHISER, JASON & ELIZABETH 16 STINSON, GREGORY 17 PELLITIER, RITA 18 VAILLANCOURT, MARK S. & KIMBERLEY D. 20 ROUSSEAU, LOUIS & PAUL N. 21 FHP REALTY ASSOC. OF NH 25 ROUSSEAU, RONALD L. 26 RIVERVIEW CONDO UNITS OWNERS ASSOC 28 WARWICK MILLS INC. 29 LEHTONEN, KENNETH A. & SANDRA J. 30 HALBEDEL, BARBARA 31 TOWN OF NEW IPSWICH 37 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. LABELLE, THERESA 6 ALDEN TRUE GREENWOOD TRUST 9 CARAVELLA, CASSANDRA M. 11 BARRY, DAVID 13 WARWICK MILLS, INC. 36 MARINO, ALEXIS J. 14 ANDRES, JAMES R. & ROBERTA C. 3 LYONS, DAVID J. & HOLLY A. 5 SMITH, BARRY D. BRANAGAN, MARILYN 19 & MARCIA L.H. TO SHARON Mill Street New Ipswich X-A000(403) 14465 1/19/2010 PRELIMINARY PLANS SUBJECT TO CHANGE DATE 287+40.82 292+18.51 294+82.61 296+22.94 296+99.73 298+01.05 299+62.13 303+82.25 PI = 293+25.00 ELEV. = 920.50 VC = 200 K = 90 PI = 295+55.00 ELEV. = 927.77 VC = 200 K = 43 PI = 297+25.00 ELEV. = 941.00 VC = 100 K = 27 PI = 302+55.00 ELEV. = 962.50 VC = 400 K = 62 R = 1100’ R = 800’ R = 1000’ R = 2000’ P.V.T. 290+99.99 ELEV. = 918.40 P.V.C. 292+25.00 ELEV. = 919.57 P.V.T. 294+25.00 ELEV. = 923.66 P.V.C. 294+55.00 ELEV. = 924.61 P.V.T. 296+55.00 ELEV. = 935.55 P.V.C. 296+75.00 ELEV. = 937.11 P.V.T. 297+75.00 ELEV. = 943.03 P.V.C. 300+55.00 ELEV. = 954.39 P.V.T. 304+55.00 ELEV. = 983.61 P.V.C. 305+40.00 ELEV. = 992.58 TO MASS. 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 MC1A 100 101 102 103 104
Transcript of MON. hyd ws o MON. SMITH,LORRAINE · TO SHARON Lower River Rd Mill Street New Ipswich X-A000(403)...
TO SHARON
Low
er R
iver
Rd
Mill Street
New Ipswich
X-A000(403)
14465
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.)
SCALE IN FEET
50 0 50 100
1/19/2010
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE
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.)
SCALE IN FEET
50 0 50 100
Alternate 3 - Reconstruct NH 123, 124 Construct New Bridge at Existing Bridge Location
Modify Horizontal and Vertical Alignment
0.7%
100’3%
100’
9%
100’4%
NGVD29=860
88
3.6
88
2.9
88
2.8
88
3.3
88
4.4
88
6.2
88
8.6
891.5
894.5
89
7.6
90
0.6
90
3.4
906.1
908.5
91
0.6
91
2.4
91
3.8
91
5.0
91
5.9
91
6.4
91
6.6
91
7.0
91
7.3
91
7.6
91
8.0
91
8.4
91
8.8
919.1
91
9.6
92
0.2
92
1.3
92
2.4
92
3.8
92
5.3
92
7.0
930.5
93
4.9
93
8.7
94
1.7
94
4.0
946.1
948.1
94
9.8
95
1.7
95
3.6
95
5.9
95
8.7
96
1.6
96
4.9
96
8.9
97
3.2
97
7.7
98
3.0
98
8.3
99
3.2
99
7.7
88
3.5
7
88
2.8
6
882.8
1
88
3.2
6
88
4.4
2
88
6.1
9
88
8.5
8
89
1.4
9
89
4.5
3
89
7.5
8
900.6
1
90
3.4
2
90
6.0
8
90
8.4
8
91
0.6
0
91
2.4
0
91
3.8
3
91
4.9
6
91
5.8
6
91
6.4
2
91
6.6
4
91
7.0
0
917.3
5
91
7.7
0
918.0
5
91
8.4
0
91
8.8
7
91
9.3
3
91
9.8
3
92
0.5
8
92
1.6
0
922.9
1
924.4
5
92
6.2
7
928.6
5
93
1.6
2
93
5.1
7
93
8.9
4
94
1.9
0
94
4.0
4
94
6.0
7
94
8.1
0
95
0.1
3
95
2.1
6
95
4.1
8
95
6.3
8
95
8.9
7
96
1.9
8
96
5.3
9
96
9.2
0
97
3.4
2
978.0
5
98
3.0
9
98
8.3
6
99
3.6
2
998.4
1
27
7+
51
.97
277+
93.6
1
28
7+
40
.82
292+
18.5
1
294+
82.6
1
29
6+
22
.94
29
6+
99
.73
298+
01.0
5
29
9+
62
.13
303+
82.2
5
30
5+
77
.33
870
880
910
920
930
940
950
960
970
980
990
1000
1010
1020
0.70% 0.93%
3.16%
7.78%
4.06%
10.56%
6.37%
11.6
9%
PI = 293+25.00
ELEV. = 920.50
VC = 200
K = 90
PI = 295+55.00
ELEV. = 927.77
VC = 200
K = 43
PI = 297+25.00
ELEV. = 941.00
VC = 100
K = 27
PI = 302+55.00
ELEV. = 962.50
VC = 400
K = 62
PI = 306+15.00
ELEV. = 1000.50
VC = 150
K = 36
PI = 307+79.96
ELEV. = 1011.00
VC = 80
K = 15
R = 1100’ R = 800’ R = 1000’ R = 2000’
P.V
.T.
29
0+
99
.99
EL
EV
. =
91
8.4
0
P.V
.C. 2
92+
25.0
0
EL
EV
. =
91
9.5
7
P.V
.T.
29
4+
25
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EL
EV
. =
923.6
6
P.V
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55.0
0
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. =
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4.6
1
P.V
.T.
29
6+
55
.00
EL
EV
. =
935.5
5P
.V.C
. 296+
75.0
0
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EV
. =
93
7.1
1
P.V
.T.
29
7+
75
.00
EL
EV
. =
94
3.0
3
P.V
.C.
300+
55.0
0
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EV
. =
95
4.3
9
P.V
.T.
30
4+
55
.00
EL
EV
. =
983.6
1
P.V
.C.
305+
40.0
0
EL
EV
. =
99
2.5
8
279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00
TO MASS.
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880
890
900
910
920
930
940
950
960
970
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"124 123
Fitchburg Mass.
New Ipswich
Jaffrey
Mascenic Regional
school
Barrett House"
"Souhegan
River"
15"
12"
15"
di
15" r
cp
1/2
24" cm
p
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cb
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gran
post
mrm
mrm
elm
poplar
oak
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7.5’c.
ash
stream
wood
sp
wood
conc
sk
leach field
1 story
overh
ang
brick
tow
er
brick
tow
er
5 sto
ry
1 s
tory
build
ing
9’ d
ia.
conc
mrm
mrm
brush
wood
bam
boo
bam
boo
woodw
ood
stone
wood
bam
boo
stu
mps
bam
boo
barb
ed w
ire
woo
d
wood
Cutt
er
Road
mrm
lawn
3 cgr
"north 123 west 124
historical marker"
"123 124"
���
"e-2"
obj
mrkr
"speed
lim
it25"
bgr
"south
123"
bgr
"Ypya D
r"
"tr
affic
turn
ing a
nd
ente
ring"
Ypya D
rive
iron rail
conc wing
iron rail
gran
curb
iron rail
gran curb
"stop""e-2"
obj
mrkr
12"
cm
p
12" c
mp
inter sign
mixed woods
mixed woods
psnh1
61net
68-4
18"
cm
p
rcp
rcp
mrm hdr
���
net1
60net
68-3
psnh
1
5980tnet
68-2
wellhouse
gravel pull off
chain
link
mixed woods
gravel dr
ive
asphalt
driv
e
asphalt
drive
gravel pull off
psnh
1
57
65t
�62
net
6
68
Turnpike Road
"Turnpike Rd"
"R
iver
Rd"
58
net
6
68-1
12" cmp
6" cmp
rcp
mrm rw
mrm
rw
mr
m
rw
2 1/2 story
wood
2 story
wood
gravel parking
2 sto
ry
brick
War
wick
Mill
s
mixed woods
12"
cmp
���
conc rw
gran blk rw
iron r
ail
conc rw
hnd
rail
pic
ket
hedge
iron r
ail
asphalt drive
gra
vel/b
roken a
sphalt
mix
ed w
oods
stone rw
net
6253
mrm
hdr
12" cmp
conc b
lk
hdr
mixed w
oods
stone rw
mix
ed w
oods
12" cmp
mrm
hdr
gravel drive
net
50
631
54
mix
ed w
oods
mrm
rw
mr
m rw
1 1/
2 sto
ryw
ood
mix
ed w
oods
wood
wood gate
mix
ed w
oods
corral
1 1
/2 st
ory
wood
gazebo
psnh
51
net
62
asphalt drive
���
���
leachfie
ld
asphalt drive
4"c
mp
orn
leachfie
ld
���
box
culv
ert
stn
rw
stn rw
hard
woods
stone header
hardwoods
1 1/2 story
wood
hard
woods
���
conc rw
pic
ket
"sto
p"���
���
to
New Ipswich Center
to
Gib
son F
our Corn
ers
barbed wire
field
str
eam
sto
ne rw
stone rw
curv
e s
ign
"sto
p a
head"
curv
e/in
ter s
ign
NH Route 124
Souhegan R
iver
brick
found
steel bridge rail
str gran curb
str gran curb
chain li
nk gate/fe
nce
conc
rw
wood
garage
"Fitchburg, Mass
Greenville
Wilton
Mascenic Regional School"
12" cmp
"junction
123 124"
12" c
mp
NH Route 123, 124
Ô�
Ô�
Ô�
Ô�
Ô�
Ô�
2 1/2
story
wood
2 1/2
sty
wood
1 story
wood
house
1 1/2
story wood
asph d
r
gravel d
r
asph
dr
asp
h d
r
asph d
r
gravel
dr
asph d
r
gravel dr
mrm hdr
stone rw
stone rw
���
stone
hdr
stone
hdr
gran rw
wir
e
net
4
4
psnh
2
7
15t
61j�
net
61
7
mixed woods
mixed woods
orn
orn
"Butch’s"
stock
ade
gate
NH Route 124
18" cmp
36"
cmp
48"
cm
p
12" cmp
18" rc
p
stockade
gravel d
rsto
ne
rw
gravel
dr
conc
dr
sto
ne rw
psc2
1
net
61
1
80
t
mobile home
asph d
r
asph d
r
shed
psnh
2
3
net
3
no #’s
gravel
dr
sto
ne rw
sto
ne rw
15"cmp15"
cmp
2 story
wood
mrm
rw
gran sp
15"
cmp
gra
vel dr
mrm rw
gran sp
psnh
2
6
net
6
"junction 123"
psnh
2
5
net
61
5
gravel dr
mixed woods
conc hdr
mrm
hdr
wd sp
wd deck
gran hdr
36"
cmp
stone rw
gran sp
conc hdr
mrm
rw
mrm hdr
"124 123"
barbed wire
net
9
psc
2
9
wood
gate
net
2
push brace
net
6
dr
1 1/2 story
wood
"New Ipswich 1
Jaffrey 11
Greenville 2
Barrett house"
1 1/2 story
wood
rr tie
s r
w
rr ties
1 1/2
story
wood
"east 124"
stockade
dr
wood
deck
Riv
er
Road
NH
Route
123
6"
cmp 15"
rcp"sto
p"
stream
Lower Riv
er Road
woods ro
ad
mixedwoods
3 cgr
62net6
68-5
"NH historic marker ahead"
Mill Street
field
asphaltdrive
cncisl
1 story
gas station
4"
pcp u
nd
12"
cmp
"stop"
"MillSt."
"speedlimit 25slowchildrendead end"
psnh4
1610nynex11
mixed
woods
mixed
woods
mixed
woods
mixed
woods
lawn
garage/shed
garden
rock rw
pavedapron
graveldrive
gravel drive
6"
clay
12"
rcp
rock rw
split rail
2 1/2 story
wood
orn
wood
shed
12"
rcp
garden
orn
asphalt
parking
shed
nynex9
4
3
12"
rcp
rock rw
36"
cm
p30"
psp
24"
psp
approximate
pipe
end
buried
24" psp
psnh
4
5
nynex7
4’to 5’wide
box culvert
mixed
woods
gravel
drive
gravel
drive
2 1/2 story
wood
mixed
woods
leach
field
mrm rw
rock rw
gravel
driv
e
gravel
parking
rock rw
nynex 6
grav
drive
grass
& grav
drive
shed
wd rw
rock rw
psnh
54
3
610nynex5
picket
mixed
woods
chain link
"bridge
closed"
grav
el
parking
mixed
woods
psnh543
-1
abandoned
25tpsnh642y
12"
rcp
mrm
rw
mrm
rw
concrw
pole
no#
ste
el
rope
12" rc
p
conc &
brick rw
gra
vel
driv
e &
park
ing
mixed woods
"no
swim
ming"
rock rw
cnc rw cnc rw
rock rw
cnc
slc
wy
ch
link
ch link
ch lin
k
conc rw
meta
lrail
conc
pie
r
conc d
am
w/sp
illway
rocks &
bould
ers
rw
earth
on
brid
ge
woven w
ire
concbridgedeck
woven wire
boulders
rock rw
rock
rw
rock rw
rock rw
rock rw
stone li
ned ditc
h
mixedwoods
dirt tra
il
rock rw
rock rw
rock
rw
rock rw
granblockrwconcrw
paved d
rive
psnh
4
2610nynex10
2 1/2 story
wood
psnh
4
4
nynex 8
mill
facto
ry
warehouse
steel
mill
fact
ory
brick
Hig
h B
ridge R
oad
1 1/2 story
wood
shed
slp grn cr
b
4"
cla
y
mrmhdr
mrmhdr1
2"
rcp
mrmhdr
pic
ket
���
pic
ket
rock
rw
rock rw
rock r
w
asphalt
dri
ve
"ju
ncti
on 1
24"
"speed lim
it 3
0"
"speed lim
it 4
0"
rock rw
6" c
mp
1 s
tory
gra
vel dri
ve
rock
rw
rock rw
win
g
cut gra
n
slab
win
gcut
gran
sla
b
wingcut
gran slab
NH Routes 123 & 124
concrete
& r
ock r
w
hdr
hdr
hdr
hdr
gran
hdr
gran/
conc
hdr
Souhegan River
1 1/2 story
bric
k
Souheg
an R
iver
hdr
bgr
bgr
hdr
SMIT
H,
LORRAINE
1
US BANK
NATIONAL A
SSOC.
2
LABELLE,
FELIX &
TH
ERESA
4
MARKHAM
,
BRETT L.
& F
RAN
CINE H
.
7
OLD
S,
CHRISTOPHER
& L
AU
RIE A
.
8
CELAN
I,
JONATHAN &
SHARON
10
GREENWOOD,
ALDEN
9
TOWN O
F
NEW IP
SWIC
H
12
VA
SEL,
WIL
LIAM
& K
ATHERINE
15
RODENHISER,
JASO
N &
ELIZ
ABETH
16
STINSO
N,
GREGORY
17
PELLITIE
R,
RIT
A
18
VAILLANCOURT,
MA
RK S
. & K
IMBERLEY
D.
20
ROUSSEAU,
LOU
IS &
PA
UL N
.
21
FHP REALTY
ASSO
C. OF N
H
25
ROUSSEAU,
RONALD L.
26
RIVERVIE
W C
ONDO
UNITS O
WNERS A
SSOC
28
WARW
ICK
MIL
LS INC.
29
LEHTONEN,
KENNETH A.
& S
AN
DRA
J.
30
HALBEDEL,
BARBARA
31
TOWN O
F
NEW IP
SWIC
H
37
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.
LABELLE,
THERESA
6
ALDEN TRUE
GREENWOOD T
RUST
9CARAVELLA,
CASSANDRA M.
11
BARRY,
DAVID
13
WARW
ICK
MIL
LS,
INC
.
36
MARIN
O,
ALEX
IS J.
14
ANDRES,
JAM
ES R. &
ROBERTA C.
3
LYONS,
DA
VID
J.
& H
OLLY A.
5
SMIT
H, B
ARRY
D.
BRANAGAN, MARIL
YN
19
& M
ARCIA
L.H
.
TO SHARON
Low
er R
iver
Rd
Mill Street
New Ipswich
X-A000(403)
14465
1/19/2010
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE
27
7+
51
.97
277+
93.6
1
28
7+
40
.82
292+
18.5
1
294+
82.6
1
29
6+
22
.94
29
6+
99
.73
298+
01.0
5
29
9+
62
.13
303+
82.2
5
30
5+
77
.33
PI = 293+25.00
ELEV. = 920.50
VC = 200
K = 90
PI = 295+55.00
ELEV. = 927.77
VC = 200
K = 43
PI = 297+25.00
ELEV. = 941.00
VC = 100
K = 27
PI = 302+55.00
ELEV. = 962.50
VC = 400
K = 62
PI = 306+15.00
ELEV. = 1000.50
VC = 150
K = 36
PI = 307+79.96
ELEV. = 1011.00
VC = 80
K = 15
R = 1100’ R = 800’ R = 1000’ R = 2000’
P.V
.T.
29
0+
99
.99
EL
EV
. =
91
8.4
0
P.V
.C. 2
92+
25.0
0
EL
EV
. =
91
9.5
7
P.V
.T.
29
4+
25
.00
EL
EV
. =
923.6
6
P.V
.C. 294+
55.0
0
EL
EV
. =
92
4.6
1
P.V
.T.
29
6+
55
.00
EL
EV
. =
935.5
5P
.V.C
. 296+
75.0
0
EL
EV
. =
93
7.1
1
P.V
.T.
29
7+
75
.00
EL
EV
. =
94
3.0
3
P.V
.C.
300+
55.0
0
EL
EV
. =
95
4.3
9
P.V
.T.
30
4+
55
.00
EL
EV
. =
983.6
1
P.V
.C.
305+
40.0
0
EL
EV
. =
99
2.5
8
TO MASS.
MC9M
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296297
298
299
300
301302
303
304
305
306
307308
MC
1A
MC
1A
100
101
102
103
104
105
106
107
108
109
110
