G
R
I
D
ER
I
TT
I
WH
DOVER 15402
CASI
LLY LANE
W
LLS
FA
BRIDGE REPLACEMENT
PROJECT
SMH RIM EL. 80.4’
24" PVC (N) 63.2’
8" PVC (E) 65.4’
24" PVC (S) 62.9’
S
AY
‘
‘
CE
DAR COVE ON T
HE
COCHE
CO’
’SI
GN
CB RI
M E
L
.65.
5’
1
8 HDPE (
NE
) 57.
7’
1
8" HDPE (
NW) 57.
8’
E
L
.58.
1
8’
(
W/ F
E
S)
1
8" HDPE (
SW) 57.
6’
MAG NAI
L
SE
T 0.
6’
L
OI
T
E
RI
NG’
’SI
GN
67
(
NO PARKI
NG T
HI
S
29
7
NE
T
T
67/28
‘
‘
DI
RE
CT
I
ONAL
/
CROSSWAL
K
(
L
I
GHT
)
AHE
AD’
’SI
GN
(
F
E
E
DE
R)
RI
PRAP
(
T
YP.
)
D
8
UPOL
E
RAMP
RAMP
PSNH
D
E
X.CUT
67
Y
SMH RI
M E
L
.71
.
8’
PSNH
S
8" PVC (
SE
) 67.
3’
S
2+00
8" PVC (
SW) 67.
1
’
MAG NAI
L
F
OUND
MAG NAI
L
5+00
8
0
BOR1
5A
0
BOR1
PARKI
NG’
’SI
GN
SMH RI
M E
L
.67.
9’
WV
Y D
1
2" CMP (
SE
) 69.
8’
H
SUMP = 69.
6’
WV
SUMP = 70.
9’
DOVE
R NH 03820
62 WHI
T
T
I
E
R ST
RE
E
T
DOVE
R NH 03820
T
AX MAP 33 L
OT 2
CI
T
Y OF DOVE
R
8" PVC (
NW) 67.
0’
SUMP = 66.
4’
C/O DOVE
R HOUSI
NG AUT
HORI
T
Y
62A WHI
T
T
I
E
R ST
DOVE
R NH 03820
SMH RI
M E
L
.74.
9’
8" PVC (
NE
) 68.
2’
8" PVC (
SE
) 68.
0’
8" PVC (
SW) 68.
2’
8" PVC (
NW) 68.
2
S
MOT
ORI
ZE
D
BOUND W/ DH
F
OUND 0.
1
’HI
GH
SI
GN
PSNH
17
VZ2
(
T
RANS.
)
T
BM "
W5" E
L
.1
01
.
81
’
D
67
20
1
42A
‘
‘
ST
OP’
’
SI
GN
4
5/8" RE
BAR
5/8" RE
BAR
67
NE
T
T
W/ CAP
W/ CAP
18
F
OUND
CB RI
M E
L
.1
08.
9’
PSNH
1
2" RCP (
NW) 1
04.
1
’
SUMP = 1
01
.
9’
F
OUND 0.
1
’
1
7S
(
L
I
GHT
)
HI
GH
VZ2S
WV
T
E
E
R
T
S
R
E
I
T
T
I
WH
3
1
BOR1
9+00
11+75
10+00
1096.78’
1
3 T
ONS
WOOD RAI
L
1
5 MPH
F
E
NCE
SUMP = 50.
3’
SPE
E
D L
I
MI
T
’
’
SI
GN
F
OUND
GAS L
I
NE
PE
R
MARKI
NGS
0.
1
’HI
GH
T
AX MAP 33 L
OT 1
A
DE
BBIL
E
PPANE
N
CB RI
M E
L
.71
.
2’
SUMP = 65.
7’
SMH RI
M E
L
.71
.
4’
PSNH
24" PVC (
N) 58.
0’
GARAGE
67
24" PVC (
S) 57.
7’
48 WHI
T
T
I
E
R ST
RE
E
T
DOVE
R NH 03820
1
0" HDPE (
SW) 65.
8’
PSNH
67
VZ3
‘
‘
WE
I
GHT L
I
MI
T
CB RI
M E
L
.57.
1
’
1
2" HDPE (
N) 52.
4’
F
OUND 0.
1
’HI
GH
8" RCP (
SE
) 65.
7’
T
BM "
W6" E
L
.1
1
4.
32’
MAG NAI
L SE
T 0.
6’
HI
GH I
N UPOL
E
67
MAG NAI
L SE
T1
.
0’
HI
GH I
N UPOL
E
1
2T
1
(
3 F
E
E
DE
RS)
F
OUND 0.
1
’HI
GH
11+00
PI
PE
1
0" HDPE (
NE
) 66.
7’
DOVE
R NH 03820
4" X 4" GRANI
T
E
1
8S
T
AX MAP 33 L
OT 1
J
E
ANNI
NE A.& ROBE
RT J
R.GAGNON
T
AX MAP 34 L
OT 20
J
OAN M.L
AL
I
BE
RT
E
VZ3S
67
(
GUY)
20S
46 WHI
T
T
I
E
R ST
RE
E
T
DOVE
R NH 03820
MARY E
L
L
E
N DUF
F
Y
CORNE
L
I
A E
GAN
4S
NE
T
T
T
AX MAP 34 L
OT 20B
CI
T
Y OF DOVE
R
(
GUY)
0.
8’BY 1
.
0’
55 OL
D MI
L
LL
ANE
ROL
L
I
NSF
ORD NH 03869
GRANI
T
E BOUND W/
DH F
OUND 3’HI
GH
COCHECO
RIVER
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE
110
2/11/2013
110
P.V.I 11+00.00
1
2" CMP (
SW) 70.
9’
1
2" RCP (
SE
)1
03.
2’
1
2" RCP (
NW) 1
00.
0’
VE
HI
CL
E
S’
’
8+00
BOR1
0
4
S
11
/2" PI
PE
CB RI
M E
L
.71
.
4’
HAM PSHI
RE CI
RCLE
CB RI
M E
L
.75.
6’
BOR1
0
3
1
0
BOR1
T
HI
S SI
DE
’
’SI
GN
11
/2"
T
AX MAP 33 L
OT 3
DOVE
R HOUSI
NG AUT
HORI
T
Y
4" X 4" GRANI
T
E
8" PVC (
NW) 60.
2’
T
AX MAP 33 L
OT 2
CI
T
Y OF DOVE
R
C/O DOVE
R HOUSI
NG AUT
HORI
T
Y
62A WHI
T
T
I
E
R ST
1
4 CASSI
L
Y L
ANE
DOVE
R NH 03820
8" PVC (
SW) 59.
9’
‘
‘
ST
OP’
’
SI
GN
BOUND W/ DH
BOUND W/ DH
2
1
BOR1
‘
‘
NO PARKI
NG
SUMP = 68.
0’
CB RI
M E
L
.75.
6’
T
RAI
L NO
BOR106
6+00
GV
E
X.ROW O
F BOUL
DE
RS
1
2" CMP (
NE
) 69.
9’
4" X 4" GRANI
T
E
DMH RI
M E
L
.1
08.
2’
BOR105
7
0
BOR1
7+00
BOR1
0
2
8" PVC (
NE
) 69.
8’
COMMUNI
T
Y
2 CASSI
L
Y L
ANE
DOVE
R NH 03820
1
42
E
X.WOOD RAI
LF
E
NCE
4+00
1096.78’
D
CB RI
M E
L
.73.
0’
J
E
SSI
CA SPE
NCE
-HE
RBE
RT
3 CASSI
L
Y L
ANE
3+00
‘
‘
NO PARKI
NG
‘
‘
NO PARKI
NG’
’
SI
GN
1 WHI
T
T
I
E
R F
AL
L
S WAY
DOVE
R NH 03820
NE
T
T
F
OUND 0.
2’HI
GH
VZ2-1
R
BOR1
1
0
1096.78’
PRI
VAT
E
CHI
L
D ARE
A’
’SI
GN
5
RYAN E
.& SHANNON A.
KNOWL
E
S
17
5 5
8
E 0.
S 03
0
2
CONST AND PGL
‘
‘
ONE
WAY DE
AF
1
42
SPE
E
D
L
I
MI
T
’
’SI
GN
17
5 5
7
C 0.
S 81
9
5
F
OUND
HAM PSHI
RE CI
RCLE
(
L
I
GHT
)
21
E
X.
MAI
L
BOX
‘
‘
DOVE
R
1+00
S
0+00
22
17
4 6
0
C 9.
S 00
2
6
T
ONS
1
5 MPH
CE
ENAN
NT
AI
ND M
A
S
S
ACCE
MENT
EASE
23
WV
WAT
E
R L
I
NE PE
R ROAD MAR
KI
NGS
BOR1
1
1
8" PVC (
SE
) 59.
4’
DMH RI
M E
L
.72.
2’
67
WV
8" PVC (
NE
) 59.
6’
S
)
YP.
T
E (
ET
CONCR
9
0
BOR1
67
24
PSNH
67
SI
GN
YD
8" PVC (
SW) 67.
9’
67
‘
‘
WE
I
GHT
L
I
MI
T1
3
L
OT 67A-1
T
AX MAP E L
OT 67-1
2
ROBE
RT J
OHN GRE
E
NE
L
I
8" PVC (
NE
) 68.
3’
8" PVC (
SW) 68.
4’
PSNH
PSNH
(
L
I
GHT
)
WV
WHI
T
T
I
ERST
REET
8" PVC (
SE
) 67.
7’
SL
OPE E
ASE
ME
NT
(
T
RANS)
H
D
SMH RI
M E
L
.76.
5’
SMH RI
M E
L
.77.
6’
T
AX MAP E
MAG NAI
L SE
T 0.
8’
HI
GH I
N UPOL
E
POL
E
S
1
274 F
P 1
1
WV
T
BM "
W4" E
L
.73.
26’
UT
I
L
I
T
Y
25
)
YP.
T
L(
D RAI
X.GUAR
E
503 NE
T
T
L
E
WOOD L
N
NAPL
E
S F
L 341
1
2
WHI
T
T
I
E
R
F
AL
L
S WAY’
’
RA
D
OO
. W N CE
EX
FE
SI
DE
)
DE
CK
PSNH
T
AX MAP E L
OT 67-1
KE
VI
N HE
RBE
RT
BOUND W/ DH
PSNHB
100
WHITTIER
FALLS WAY
C
L
90
ELEV. = 96.32
PSC
NYNE
X5
HI
GH I
N
T
AX MAP E L
OT 67A
DAVI
D F
.BI
BBE
R
0.
2’HI
GH
4" X 4" GRANI
T
E
T
AX MAP E L
OT 67-2
MI
CHAE
L D.& J
UL
I
A A.ANDE
RSON
‘
‘
PRI
VAT
E
ELEV. = 86.32
T
RI
T
E
C E
NG.CAP
1
274
T
BM "
W3"
I
NV.55.
2’
1
5" HDPE (
SE
) 56.
5’
‘
‘
ONE WAY DO
NOT E
NT
E
R NO
8" HDPE (
NW) 65.
6’
MAG NAI
L SE
T 0.
6’
HI
GH I
N UPOL
E
1
8" HDPE (
NE
) 57.
4’
SI
GN
W/ DH F
OUND
F
OUND 0.
1
’HI
GH
P.V.T 10+00.00
5/8" RE
BAR F
OUND
0.
5’HI
GH W/
1
8" HDPE
EA
SE
ME
NT
NE
T
T
(
NO PARKI
NG)
DO NOT E
NT
E
R’
’
DMH RI
M E
L
.65.
6’
L
TRA I
67
31
CONSE
RVAT
I
ON E
ASE
ME
NT
GE
6
PSNH
ONE WAY
ONL
Y’
’SI
GN
CB RI
M E
L
.68.
0’
T
BM "
W2" E
L
.71
.
92’
EM
‘
‘
DO NOT E
NT
E
R
RE
SI
DE
NT PARKI
NG
9F
P
(
4 F
E
E
DE
RS)
‘
ST
OP
DR
AI
NA
METERS
27
WV
CONSE
RVAT
I
ON E
ASE
ME
NT
274
19 ELECTRIC
8" HDPE (
SE
) 65.
0’
1
21
8
T
RI
T
E
C E
NG.CAP
67
ONL
Y’
’SI
GN
8" HDPE (
NW) 64.
9’
0.
5’HI
GH W/
PSNH
DO NOT E
NT
E
R
RE
SI
DE
NT PARKI
NG
CB RI
M E
L
.68.
0’
67
T
.
LO
RP
E
CO
P
V.
MA
DE
9
X
6
N
36
TA
I
87
D
X
01
AD
BO
AL
MA
PO
Y
UR
SB
MAG NAI
L SE
T 0.
6’
HI
GH I
N UPOL
E
5/8" RE
BAR F
OUND
I
NV.50.
3’
ONE WAY
35 T
HI
RD ST
RE
E
E
T
DOVE
R NH 03820
WK
TE
T
AX MAP E L
OT 66
CE
DAR RI
VE
R DE
V.
T
BM "
W1
"E
L
.74.
1
0’
1
2" HDPE
H
SUMP = 57.
5’
‘
‘
ST
OP
4" X 4"
GRANI
T
E BOUND
100
%
00
.
10
90
STA. 11+00
END FULL DEPTH
CONSTRUCTION
VC = 300
K = 43
Travel Way of Proposed Roadway Constructed in 13933-I contract
Travel Way of Proposed Roadway Overlayed in 13933-I contract
Existing Pavement (Roadways, Drives, Sidewalks, etc.)
Existing Tree and/or Brush Line
Water (Rivers, Streams, Lakes, Ponds, Swamps, etc.)
60
Buildings
FINISHED GRADE
CONSTRUCTION ¯
70
P.V.I 8+50.00
Removal of Existing Pavement Outside of Slope Work
CONSTRUCTION ¯
ELEV. = 66.70
P.V.I 0+85.00
-4.0
4%
EXIST. GROUND
ELEV. = 60.60
Approximate Limit of Slope Work and Landscaping
P.V.T 5+00.00
Access Points to Proposed Roadway (Drives, etc.)
ELEV. = 58.61
Proposed Sidewalk
K = 42
LOW POINT 3+70.58
70
ELEV. = 62.06
Proposed Roadway Traffic Islands
P.V.C 2+00.00
VC = 300
Shoulder of Proposed Roadway
END CONSTRUCTION
3.06%
ELEV. = 71.32
BEGIN FULL DEPTH
CONSTRUCTION
STA. 11+35
ELEV. = 66.72
BEGIN CONSTRUCTION
80
WHITTIER STREET
STA. 0+85
P.V.C 7+00.00
LEGEND
STA. 0+00
80
60
Buildings To Be Removed
Existing Wetlands
Property Lines
State, County, City and Town Lines
Existing Easement Lines
50
Proposed Easement Lines
ELEV. = 56.00
P.V.I 3+50.00
Proposed Wetlands
50
Existing R.O.W. (Right -of-Way)
Proposed R.O.W.
Existing C.A.R.O.W. (Controlled Access)
COCHECO
RIVER
Proposed C.A.R.O.W.
Existing L.A.R.O.W. (Limited Access)
Proposed L.A.R.O.W.
40
40
20
0
20
40
Building Fill
Water Fill
SCALE IN FEET
Stone Fill
15402HERLBG.dgn 2/11/2013 9:08:17 AM thigginson
101.4
96.32
96.3
91.32
91.1
86.32
86.2
81.61
81.6
77.48
77.0
73.92
72.6
70.94
68.6
68.54
64.4
66.72
60.2
65.19
58.4
63.66
58.1
62.13
57.7
60.60
57.4
59.36
57.3
58.72
57.3
58.66
57.8
59.20
58.7
60.33
60.2
62.06
62.0
64.08
64.0
Highway Design Bureau
66.10
New Hampshire Department of Transportation
66.1
Prepared By
68.1
70.1
Bridge Removal
CITY OF DOVER
30
30
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
PUBLIC HEARING PLAN
L
B
THE Louis
Berger Group,
INC.
Manchester, New Hampshire
DGN
STATE PROJECT NO.
SHEET NO.
TOTAL SHEETS
(603) 644 5200
15402HERLBG
15402
1
1