mon. hyd ws o mon. smith,lorraine - new hampshire filelower river rd mill street new ipswich...
TRANSCRIPT
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
1020 1
1.43%
282
281
280
279
278
Alternate 2 - Reconstruct NH 123, 124 Construct New Bridge at Existing Bridge Location
Modify Horizontal and Vertical Alignment
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
927.1
93
0.4
93
4.7
93
8.6
94
1.7
91
4.0
4
91
5.1
9
916.0
0
916.5
0
91
6.8
3
91
7.1
7
917.5
0
91
7.8
3
91
8.1
7
918.5
0
91
8.8
3
919.2
1
919.9
1
92
0.9
6
92
2.3
8
92
4.1
6
926.3
0
928.7
5
931.2
5
933.7
5
936.2
5
938.7
5
28
6+
40
.82
291+
18.5
1
29
4+
69
.96
29
5+
75
.32
29
6+
38
.92
4.55%
0.67%
5.00%
4.07%
10.56%
PI = 285+50.00
ELEV. = 915.50
VC = 300
K = 77
PI = 292+25.00
ELEV. = 920.00
VC = 300
K = 69
PI = 297+25.00
ELEV. = 945.00
VC = 250
K = 269
PI = 301+55.00
ELEV. = 962.50
VC = 400
R = 1100’ R = 500’
286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00
0.7%
100’3%
100’
9%
100’4%
V 1/16 ºÔÛ`V 1/16 ºÔÛ`V 1/16 ºÔÛ`
NGVD29=860
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
927.1
93
0.4
93
4.7
93
8.6
94
1.7
94
3.9
94
6.0
94
8.0
94
9.8
95
1.7
95
3.6
95
5.9
95
8.6
961.5
96
4.9
96
8.8
973.1
97
7.6
98
2.9
98
8.3
993.1
99
7.7
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
8.6
7
91
0.7
9
91
2.5
8
91
4.0
4
91
5.1
9
91
6.0
0
91
6.5
0
91
6.8
3
91
7.1
7
91
7.5
0
91
7.8
3
91
8.1
7
91
8.5
0
91
8.8
3
919.2
1
919.9
1
92
0.9
6
92
2.3
8
92
4.1
6
92
6.3
0
928.7
5
931.2
5
933.7
5
936.2
5
938.7
5
94
1.2
0
94
3.5
6
94
5.8
3
948.0
1
95
0.0
9
95
2.1
2
95
4.1
6
95
6.3
6
95
8.9
6
96
1.9
7
96
5.3
8
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
28
5+
40
.82
290+
18.5
1
293+
69.9
6
29
4+
75
.32
29
5+
38
.92
296+
75.5
5
29
7+
52
.33
301+
93.4
6
30
3+
75
.38
870
880
890
900
910
920
930
940
950
960
970
980
990
4.55%
0.67%
5.00%
4.07%
10.56%
PI = 284+50.00
ELEV. = 915.50
VC = 300
K = 77
PI = 291+25.00
ELEV. = 920.00
VC = 300
K = 69
PI = 296+25.00
ELEV. = 945.00
VC = 250
K = 269
PI = 300+55.00
ELEV. = 962.50
VC = 400
K = 62
R = 1100’ R = 500’ R = 1000’ R = 2100’ R = 3250’
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
K = 45
K = 16
K = 20
30 mph
20 mph
30 mph
0.7%
100’3%
100’
9%
100’4%
Approx top
Stone Arch
880
870
P.V
.C. 2
83+
00.0
0
EL
EV
. =
90
8.6
7
P.V
.T.
28
6+
00
.00
EL
EV
. =
91
6.5
0
P.V
.C. 289+
75.0
0
EL
EV
. =
91
9.0
0
P.V
.T.
29
2+
75
.00
EL
EV
. =
92
7.5
0
P.V
.C. 295+
00.0
0
EL
EV
. =
938.7
5
P.V
.T.
29
7+
50
.00
EL
EV
. =
95
0.0
9
P.V
.C.
298+
55.0
0
EL
EV
. =
954.3
6
P.V
.T.
30
2+
55
.00
EL
EV
. =
983.6
1
P.V
.C.
303+
40.0
0
EL
EV
. =
99
2.5
8
0.7%
100’3%
100’
9%
100’4%
MC
2A
MC2A
MC
3A
MC
3A
MC
4A
MC
4A
MC5A
MC
5A
MC6A
MC6A
200
201
20
2
203
204
300
301
302
303
304
305
306
307
308
309
310
400
401
402
403
404
405
406
407
408
409
410
411
412
413
500
501
502
600
601
602
603
604
605
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for canopyover pumps
clotheslinepost
dry
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cover
gran
bnd
und gas
w/shutoff
gas
ft
3
conc
covers
clothes
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sun
dial
ac
3
meta
l
posts
wood
post
ctrl
valv
e
4mb
broken
pipe head
slp grn cr
b
slp grn cr
b
3mb
woodpost
woodpost wood
post woodpost
2.6’c.
apple
mixed woods
8.5’c.stump
orn
brush
2 1/2
story
wood
spruces
wet area
rope fencerope fence
bro
ken
asph d
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asph
wood rw
lilacs
wood
post
1.1’c.
maple
broken
asph
12.1’c.
stump7.9’c.
stump7.5’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" r
cp
1/2
24" cm
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12" cmp
gravel
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1’c.
stump
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2 1/2
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wood
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mrm
mrm
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wood"citgo"
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gran
post
mrm
mrm
elm
poplar
oak
2.8’c.
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
wood
wood
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"
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obj
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"speed
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it25"
bgr
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123"
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ing a
nd
ente
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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
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mixed woods
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61net
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68-3
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68-2
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asphalt
drive
gravel pull off
psnh
1
57
65t
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net
6
68
Turnpike Road
"Turnpike Rd"
"R
iver
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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
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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
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mix
ed w
oods
wood
wood gate
mix
ed w
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ory
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51
net
62
asphalt drive
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box
culv
ert
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New Ipswich Center
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eam
sto
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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
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2 1/2
sty
wood
1 story
wood
house
1 1/2
story wood
asph d
r
gravel d
r
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r
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r
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dr
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gravel dr
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stone
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4
4
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2
7
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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
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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
.
MC4M
MC4M
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299300
301
302
303
304
305306
Low
er R
iver
Rd
Mill Street
New Ipswich
X-A000(403)
14465
1/19/2010
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE
282
281
280
279
278
28
6+
40
.82
291+
18.5
1
29
4+
69
.96
29
5+
75
.32
29
6+
38
.92
PI = 285+50.00
ELEV. = 915.50
VC = 300
K = 77
PI = 292+25.00
ELEV. = 920.00
VC = 300
K = 69
PI = 297+25.00
ELEV. = 945.00
VC = 250
K = 269
PI = 301+55.00
ELEV. = 962.50
VC = 400
R = 1100’ R = 500’
óV?ÔÛ`óV?ÔÛ`óV?ÔÛ`
28
5+
40
.82
290+
18.5
1
293+
69.9
6
29
4+
75
.32
29
5+
38
.92
296+
75.5
5
29
7+
52
.33
301+
93.4
6
30
3+
75
.38
PI = 284+50.00
ELEV. = 915.50
VC = 300
K = 77
PI = 291+25.00
ELEV. = 920.00
VC = 300
K = 69
PI = 296+25.00
ELEV. = 945.00
VC = 250
K = 269
PI = 300+55.00
ELEV. = 962.50
VC = 400
K = 62
R = 1100’ R = 500’ R = 1000’ R = 2100’ R = 3250’
K = 45
K = 16
K = 20
30 mph
20 mph
30 mph