SCALE IN FEET
20 0 4020
LEBANON, NH
HARTFORD, VT
14957
4-DEC-09
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE
N
str gran
curb
Connecticut R
iver
Crafts A
venue
Co
mm
ercial
Drive
NH
Route
10
to
Hanover
US
Route
4 &
NH
Route
10
to
Enfield
Bridge Street
US Route 4
Prospect Street
EXISTING DETOUR
BRIDGE
TOWN OF HARTFORD
VERMONT
CITY OF LEBANON
NEW HAMPSHIRE
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.)
Connecticut R
iver
high w
ater m
ark
8/1
9/0
8
3397/474
0.59 Ac.¨
72
30
2399/534
1.31 Ac.¨
72
28
2268/421
2.90 Ac.¨
58
2
3246/615
0.2 Ac.¨
72
21
3246/615
1.39 Ac.¨
72
20
1027/396
0.95 Ac.¨
72
22
3133/895
0.22 Ac.¨
72
23
2409/865
19.07 Ac.¨
72
5
2268/418
2.60 Ac.¨
58
1
294/119
0.63 Ac.¨
46
9
294/116
0.90 Ac.¨
46
73
KIBBY
EQUIPMENT
CORP.
####
#
0.67 Ac.¨
46
8
#
# Ac.¨
46
16
TOWN OF
HARTFORD
####
380/353
0.50 Ac.¨
46
21-1
Private R
ight o
f W
ay
MOLLOY
DEVELOPMENT,
LLC
1
MOLLOY
DEVELOPMENT,
LLC
1-1
JOLLEY
ASSOCIATES
2
SCH PROPERTIES, LLC
3
INTERSTATE
TIRE
COMPANY, INC.
4
SCH
PROPERTIES, LLC
5
3239/839
0.35 Ac.¨
72
26
1407/946
0.02 Ac.¨
58
3
HUNTLEY,
THOMAS
7BOISVERT, MARIE ANN
TOWNSEND,WINTHROP I.
TOWNSEND, WINTHROP I. III
TOWNSEND, MARTHA J.
8
BOISVERT, MARIE ANN
TOWNSEND,WINTHROP I.
TOWNSEND, WINTHROP I. III
TOWNSEND, MARTHA J.
9
STATE OF
NEW HAMPSHIRE
through
DEPARTMENT OF
TRANSPORTATION
10
LISTEN,INC.
11
LISTEN, INC.
14
#
2.32 Ac.¨
46
21
State Line
Follows Low
Water Mark
FRANK R. SHOREY AND
FRANCES B. SHOREY
REVOC. TRUST
SHOREY, STEVEN F.
SHOREY, JUDITH A.
6
30’ S
EW
ER
EA
SE
.
PE
R S
ITE
PL
AN
Approx. E
xis
t. R
OW
Approx. E
xis
t. R
OW
Approx. E
xis
t. R
OW
Approx. E
xis
t. R
OW
PROSPECT STREET
PROPERTIES II, INC.
12A
PROSPECT STREET
PROPERTIES II, INC.
16
PROSPECT STREET
PROPERTIES II, INC.
15
STATE OF
VERMONT
####
#
# Ac.¨
21
350
266/261+
0.24 Ac.¨
46
18,19
20
PROSPECT STREET
PROPERTIES II, INC.
12
294/108
0.08 Ac.¨
46
10
State Line
Follows Low
Water Mark
Connecticut R
iver
high w
ater m
ark
7/2
2/0
8
w
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w
MON.
w
MON.
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MON.
mp
ip
ph
pb
pb
pb
pb
pb
mh
mh
cb
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cb
cb
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cb
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cb
cb
g os
gl
di
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hyd
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vp
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an
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an
an
an
an
an
an
an
an
an
an
an
an
cc
st
st
st
st
st
st
st
3
metal
posts
conc
post
3
metal
swings
posts
wood
post
conc
post
gran bnd
state line
S/L
iron
post
conc
post
4
metal
posts
und
tel
post
m
etal
& c
onc
posts
8st
3st
2st
pb
dyl
granpost
granpost
granpost
3
cb
gran
bnd
an
an
an
an
an
an
an
cb
cb
m h
s
w
w
w
m
h
t
m hthyd
cb
cb
mh
t
w
w
w
wso
wso
wso
wso
wso
wso
wso
wso
w
so
wso
wg
mh
shyd
mh
mh
7 c
onc
orn
w
MON.
w
MON.
ip
cb
cb
wso
mh
s
brokenfencepost
cb
full ofdirt
str gran
curb
alum
steel post
und
tel
chevron
chevron
chain link
push
"Listen Thrift Store"
wood
wood
parkin
g
conc
proj
mkr
1 story
wood
"State Line
Sports"
"Portland Glass"
wood
concpad
ft
mrm
conc
wood
conc
mh
s
shutoff
cb
1 story
concrete block
cb
asphaltdrive
gseco
2 2
"speedlimit 30"
3
conc s
k
str
grn
crb
cc
cb
1/4 mile"���
���
asph is
metal
metal
metal
mtl
metal
metal
metal
metal
metal
str grsn curb
str bric
k sw
2
Irving
orn
an
contaminated soilexcavated
mp
mp
mhs
mon
well
���
mon
well
ped x-ing
orn
graveldrive
blo
cks
wg
ped x-ing
x-w
alk
DRAINAGE
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
ACCESS &
MAINTENANCE
EASEMENT
CHANNEL
EASEMENT TEMPORARY
CONSTRUCTION
EASEMENT
ROW
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENTROW
EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT
CHANNEL
EASEMENT
an
1 1/2 :1
2:1
1 1/2 :1
1 1/2 :1
3:1
1 1/2 :1
1 1/2 :1
1 1/2 :1
1 1/2 :1
1 1/2 :1
MC1M
MC1M
PC
331+
99.5
7
PT
332+
10.0
8
PC
333+
06.1
9
PT
33
3+
92
.96
PC
34
0+
75
.76
PT
344+
02.7
6
330
331
332
333
334 335 336 337 338 339 340 341
342
343
344
345
mh
(Abandoned)
(Abandoned)
(Abandoned)
(Abandoned)
mh
s
