Post on 27-Oct-2019
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
.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
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.
870
880
890
900
910
920
930
940
950
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970
980
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posts
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post
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pipe head
slp grn cr
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mixed woods
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2 1/2
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wet area
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2’c.
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grass
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psnh
1
56
psnh
1
56
net
6
66
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Fitchburg Mass.
New Ipswich
Jaffrey
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school
Barrett House"
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15"
12"
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gran
post
mrm
mrm
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poplar
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ash
stream
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sp
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conc
sk
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overh
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conc
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mrm
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bam
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stone
wood
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mrm
lawn
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"north 123 west 124
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ing a
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mixed woods
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psnh
1
57
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net
6
68
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iver
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58
net
6
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6" cmp
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mrm rw
mrm
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mr
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2 story
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12"
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conc b
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hdr
mixed w
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hdr
gravel drive
net
50
631
54
mix
ed w
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ign
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p a
head"
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ter s
ign
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Souhegan R
iver
brick
found
steel bridge rail
str gran curb
str gran curb
chain li
nk gate/fe
nce
conc
rw
wood
garage
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Greenville
Wilton
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7
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7
mixed woods
mixed woods
orn
orn
"Butch’s"
stock
ade
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NH Route 124
18" cmp
36"
cmp
48"
cm
p
12" cmp
18" rc
p
stockade
gravel d
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ne
rw
gravel
dr
conc
dr
sto
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psc2
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net
61
1
80
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mobile home
asph d
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shed
psnh
2
3
net
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gravel
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15"cmp15"
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wood
mrm
rw
gran sp
15"
cmp
gra
vel dr
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gran sp
psnh
2
6
net
6
"junction 123"
psnh
2
5
net
61
5
gravel dr
mixed woods
conc hdr
mrm
hdr
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gran hdr
36"
cmp
stone rw
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net
9
psc
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9
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gate
net
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net
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Jaffrey 11
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Barrett house"
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wood
rr tie
s r
w
rr ties
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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
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"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
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mixedwoods
dirt tra
il
rock rw
rock rw
rock
rw
rock rw
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paved d
rive
psnh
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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
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rcp
mrmhdr
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ket
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pic
ket
rock
rw
rock rw
rock r
w
asphalt
dri
ve
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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