Plans_GB_SEG_R2_T_8_Nov_2013_File_5.pdf
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District
New York of Engineers
US Army Corps
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REFERENCE
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File Path
2/23/2011 1:24:44 PMDATE:
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0+00 0+25
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2+00 2+25
2+50 2+75
3+00 3+25
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7+00 7+25
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9+00 9+25
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10+00
DRAIN
STORM
INV. OUT=24.91’ 15"RCP
GRATE=27.72’
TCB=28.23’
STORM INLET TYPE ’B’
INV. OUT=25.00’ 18"RCP
INV. IN=25.07’ 15"RCP
GRATE=27.80’
TCB=28.30’
STORM INLET TYPE ’B’
INV. OUT=24.73’ 18"ERCP (c)
INV. IN RECESSED 6"PVC (b)
INV. IN=24.83’ 18"RCP (a)
GRATE=27.73’
TCB=28.24’
STORM INLET TYPE ’B’
INV. OUT=24.98’ 18"ERCP
GRATE=27.73’
TCB=28.24’
STORM INLET TYPE ’B’
BOTTOM=25.45’
GRATE=27.74’
TCB=28.24’
STORM INLET TYPE ’B’
INV. OUT=26.62’ 10"RCP
GRATE=28.58’
TCB=29.15’
STORM INLET TYPE ’B’
INV. OUT=27.70’ 12"CMP
GRATE=29.65’
STORM INLET TYPE ’A’
INV. IN=27.54’ 15"RCP (b)
INV. IN=29.44’ 12"CMP (a)
GRATE=29.69’
TCB=30.23’
STORM INLET TYPE ’B’ INV. IN=26.97’ 6"PVC
GRATE=28.77’
TCB=29.44’
STORM INLET TYPE ’B’
INV. OUT=25.43’ 10"CLY
GRATE=29.00’
TCB=29.41’
STORM INLET TYPE ’B’
INV. OUT=26.38’ 15"CLY
INV. IN=26.58’ 6"PVC
GRATE=28.48’
TCB=29.25’
STORM INLET TYPE ’B’
INV. OUT=22.14’ 24"RCP
INV. IN=22.14’ 24"RCP
GRATE=29.14’
TCB=29.78’
STORM INLET TYPE ’B’
GRATE=30.08’
TCB=30.75’
STORM INLET TYPE ’B’
RIM=28.20’
STORM MANHOLE
INV. OUT=22.63’ 28"ERCP (c)
INV. IN=24.63’ 18"ERCP (b)
INV. IN RECESSED 18"ERCP (a)
RIM=28.23’
STORM MANHOLE
INV. OUT=23.08’ 24"RCP (c)
INV. IN=24.02’ 18"RCP (b)
INV. IN=24.09’ 18"CLY (a)
RIM=29.44’
STORM MANHOLE
INV. OUT=22.89’ 24"RCP (c)
INV. IN=25.31’ 12"ECMP (b)
INV. IN=22.93’ 24"RCP (a)
RIM=30.31’
STORM MANHOLE
INV. OUT=22.90’ 24"RCP (c)
INV. IN=22.90’ 24"RCP (b)
INV. IN=27.51’ 18"RCP (a)
RIM=30.45’
STORM MANHOLE
RIM=29.25’
STORM MANHOLE
INV. OUT=23.58’ 18"CLY (d)
INV. IN=24.88’ 10"CLY (c)
INV. IN=26.23’ 15"CLY (b)
INV. IN=23.68’ 12"CLY (a)
RIM=29.08’
STORM MANHOLE
INV. OUT=26.84’ 15"CLY
INV. IN=26.94’ 15"CLY
RIM=30.14’
STORM MANHOLE
INV. OUT=22.16’ 24"RCP (d)
INV. IN=24.51’ 15"CLY (c)
INV. IN=24.41’ 15"RCP (b)
INV. IN=22.16’ 24"RCP (a)
RIM=29.31’
STORM MANHOLE
DRAIN
STORM
a b c a b c a b c a b c a b c a b c d a b c d
INV OUT=21.93 24"RCP(c)
INV IN=22.07 24"RCP (b)
INV IN=26.93 15"RCP (a)
RIM=31.37
STORM MANHOLE
a b c
INV. OUT=24.73’ 8"RCP (b)
INV. IN=25.05’ 15"RCP (a)
GRATE=30.07’
STORM INLET TYPE ’B’
a b a b INV OUT=25.58’ 18"RCP (b)
INV IN=25.60’ 15"RCP (a)
RIM=30.52’
STORM MANHOLE
INV OUT=26.42’ 15"RCP (b)
INV IN=26.67’ 15"RCP (a)
GRATE=31.92’
STORM INLET TYPE (B)
a b
GRATE=31.73’
STORM INLET TYPE (B)
INV. OUT=23.50’ 8"CLY
INV. IN=23.60’ 8"CLY
RIM=29.30’
SANITARY MANHOLE
INV. OUT=24.04’ 8"CLY
INV. IN=24.14’ 8"CLY
RIM=29.44’
SANITARY MANHOLE
INV. OUT=’ 8"CLY (c)
INV. IN RECESSED (a)
RIM=29.04’
SANITARY MANHOLE
a b c a b c
28.94
28.79
28.82
28.66
TC
28.33
BC
28.94
28.76
30.05
TW
30.02
TW
30.06
TW
30.00
TW 28.86
28.72
29.61
FF
29.81
FF
28.62
TC
28.25
BC
28.54
TC
28.16
BC
29.46
FF
28.54
27.88
BC
28.32
TC
27.80
BC
27.78
BC
28.20
TC
28.18
TDC
27.76
BDC
28.16
28.18
28.16
28.02
28.37
28.53
28.68
28.31
TDC
27.84
BDC
28.00
BC
28.37
TC
28.32
TC
27.85
BC
28.89
BC
28.54
BC
29.24
TC 29.54
TC
28.74
BC
29.15
BC
27.84
BC
28.29
TC
28.30
TC
28.36
28.29
28.31
TC
27.88
BC
28.23
TDC
27.77
BDC
27.91
27.94
28.26
TDC
27.86
BDC
28.40
28.47
28.34
28.44
TC
27.98
BC
28.53
28.60
28.84
29.45
FF
28.80
28.47
TC
28.11
BC
29.01
29.04
29.07
28.11
BC
28.56
TC
28.94
28.46
28.34
28.14
28.25
TDC
27.76
BDC
28.00
28.20
TDC
27.77
BDC
28.10
28.13
28.07
27.77
28.67
28.59
28.95
28.74
28.48
28.48
28.76
28.55
28.37
TC
27.80
BC
28.44
28.4828.47
28.41
28.21
28.44
28.40
28.57
28.22
28.34
28.33
TDC
27.82
BDC
28.36
28.40
TDC
27.96
BDC
28.07
28.43
TDC
27.98
BDC
28.01
BDC
28.42
TDC
28.16 28.17
27.99
28.15
28.34
28.47
28.38
28.2928.26
28.30
28.80
28.81
28.05
BC
28.14
TC
28.23
28.63
TDC
28.10
BDC28.12
BC
28.63
TC
28.58 28.80
28.64
28.63
TDC
28.17
BDC28.18
BC
28.30
TC
28.75
28.86
28.8529.28
29.03
28.85
31.79
FF
29.09
28.86
28.79
28.74
TDC
28.32
BDC
28.75
TC
28.33
BC
28.86
28.55
28.49
29.09
28.98
28.64
28.65
31.84
FF
29.12
29.70
FF
28.66
28.01
BC
28.46
TC
28.68
28.72
BC
29.18
TC
28.69
28.55
TC
28.08
BC
28.20
BDC
28.60
TDC
29.14
BC
29.23
TC
29.07
28.27
TC
28.24
BC
28.28
BDC
28.68
TDC
28.67
TDC
28.29
BDC28.72
29.01
28.62
28.41
TC
28.32
BC
28.71
TDC
28.33
BDC
27.91
BC
28.39
TC
28.55
BC
28.69
BC
29.03
TC
28.58
BC
28.56
BC
28.99
TC
28.43
TDC
28.06
BDC
28.06BC
28.14TC
28.64
28.42
BC
28.71
TC
28.83
TC
28.50
BC
28.67
BC
28.77
TC
28.61
TC
28.18
BC
28.28
BC
28.69
TC
28.90
29.10
29.10
29.47
29.74
29.40
29.39 29.45
29.52 29.50
30.98
FF
29.31
29.54
29.36
29.26
29.26 29.22
29.03
29.54 29.38
29.32
29.36
TDC
28.87
BDC
28.88
BDC
29.41
TDC
29.20
29.16
28.84
BC
28.93
TC
29.0229.05
29.25
BC/EP
29.56
BC/EP
30.07
TC
30.09
TC
29.51
BC/EP
29.53
BC/EP
29.18
29.16
TDC
28.82
BDC
28.75
BC
29.18
TC
29.16
29.21
29.41
BC
29.24
BC
29.95
TC
29.17 29.14
29.10
TC
28.70
BC
29.04
TDC
28.63
BDC
28.99
28.95
28.72
28.97
29.12
BC
29.02
BC
29.49
TC
29.11 29.25
29.28
29.39
28.82
28.57
TC
28.55
BC
28.59
28.86
TDC
28.46
BDC
28.78
28.37
BC
28.84
TC
28.90
28.82
28.94 28.89
28.98
FF
28.86
28.52
28.44
28.74
TDC
28.29
BDC
28.30
BDC
28.80
TDC
28.37
TC
28.29
BC
28.68
28.78
28.75
28.57
TC
28.09
BC
29.68
TC
29.15
BC
29.41
29.52 29.5428.51
TC
27.98
BC
30.84 30.94
30.87
30.75 30.77
30.67
30.10
BC
30.13
TC
30.63
30.72
30.89
30.78
30.99 30.81
30.63
30.54
30.33
TDC
29.96
BDC
29.91
BC
30.31
TC
30.51
30.98
30.58 31.09
30.47 30.47
TDC
30.07
BDC
30.07
BC
30.56
TC30.64
30.51
30.49
TDC
30.05
BDC
29.94
BC
30.04
TC
30.23
30.27
30.59
31.27
31.26
31.28
GF
31.17
31.18
30.54 30.15
30.10 29.88
TC
29.84
BC
29.60
BC
29.81
TC
30.09
30.37
30.22
30.12
29.95
TDC
29.82
BDC
30.01
BDC
30.18
TDC 30.06
29.92
BC
30.24
TC
30.19
TC
29.83
BC
30.14
TDC
29.77
BDC
30.6230.65
30.19
29.81
TC
29.69
BC
29.65
TC
29.56
BC
30.03
30.80
30.76
GF
31.46
FF
30.93 30.78
30.61
30.39
30.2630.25
30.21
29.84
TDC
29.49
BDC29.43
BC
29.83
TC29.71
TC
29.32
BC
30.27
30.4330.20
30.19
30.07 30.05
29.8229.83
29.66
TC
29.20
BC
29.65
TDC
29.21
BDC
30.22
30.36
29.65
29.58
29.42
TDC
29.10
BDC
28.96
29.30
TDC
28.74
BDC
29.31
TDC
29.05
BDC
29.38
29.42
30.01
29.03
29.10
TDC
28.88
BDC
29.20 29.11
TDC
28.64
BDC
29.20
TC
28.83
BC
28.78
BC
29.19
TC
29.42
29.55
FF
29.48
29.74 29.35
29.57 29.60
29.39
29.55
29.76
TC
29.25
BC
29.35
BC
29.79
TC
29.82
29.86 29.50
29.56
29.96
29.85
TDC
29.38
BDC
30.15
30.00
30.04
29.41
BC
29.50
TC
30.02
30.30
30.49
30.38
30.3830.12
30.2329.66 29.46
30.06
TDC
29.63
BDC
29.72
BC
30.15
TC
30.31
30.56
30.58 30.58
30.34
31.00
30.75
TC
30.28
BC
30.49
BC
30.99
TC
30.38
TC
29.93
BC
30.40 30.42
30.44 30.36
30.02
BC
30.36
TC
30.65
30.61
30.58 30.59
30.21
BC
30.75
TC
30.58
30.72
30.68
TC
29.84
BC
30.06
30.16
30.43
TDC
30.08
BDC
30.07
BDC
30.55
TDC
30.57
TC
30.07
BC
30.28
BC
30.81
TC
30.80
TDC
30.33
BDC
30.40
BDC
30.82
TDC
30.40
BC
30.79
TC
30.30
30.16
30.10 30.05
30.28
30.23
30.22
30.01
TDC
29.93
BDC
29.97
BC
30.23
TC
30.26
TC
29.97
BC
30.20
TC
29.90
BC
29.77
BC
30.15
TC
31.89
31.29
30.17
TC
29.88
BC
30.12
TC
29.67
BC
30.30
31.86 32.91
30.90
BC
31.48
TC
31.49
BDC
31.81
TDC
32.22
TDC
31.80
BDC
31.94
BC
32.34
TC
32.91
FF
30.71
BC
30.79
TC
31.20
BC
31.57
TC
31.89TC
31.52BC
31.35
31.37
30.66
29.67
29.95
TC
29.48
BC
29.95
TDC
29.53
BDC
29.68
TC
29.56
BC
29.70
29.55
BDC
30.01
TDC
29.58
BC
30.07
TC
30.99
30.43
30.50
30.74
TC
30.32
BC
30.46
BC
30.94
TC
30.43
BC
30.90
TC
30.78
TDC
30.42
BDC
30.30
BDC
30.63
TDC
30.23
BC
30.64
TC
30.42
TC
30.01
BC
29.99
BDC
30.34
TDC
29.91
BDC
30.28
TDC
30.02
29.94
BC
30.28
TC
30.36
TC
29.94
BC
29.88
BC
30.36
TC
30.37
30.40
30.6430.56 30.5430.67
30.31 30.31
30.24
TC
29.76
BC
30.2630.24
30.46 30.46
30.08
TC
29.69
BC
30.1330.16
30.40 30.38
29.91
TC
29.51
BC
30.0230.05
30.2230.24
29.79
TC
29.40
BC
29.87 29.89
30.10 30.12
30.03 30.01
29.81
29.27
BC
29.73
TC
29.77
29.94 29.95
29.51
TC
29.11
BC
29.5229.57
29.7329.79 29.6429.66
29.39
TC
28.94
BC
29.4329.45
29.32
29.21
TC
28.65
BC
29.57
29.54
29.51
29.74
29.60
TC
29.12
BC
30.20
BC
30.75
TC
30.67
TC
30.25
BC
30.07
BC
30.56
TC
30.42
TC
29.89
BC
29.73
BC
30.25
TC 29.57
BC
30.12
TC
30.01
TC
29.50
BC
29.88
TC
29.38
BC
29.38
TC
28.86
BC28.74
BC
29.33
TC
29.43 29.96
FF
30.15
TDC
29.77
BDC
30.29 30.31
30.52
30.49
FF
29.76
TC
29.32
BC
30.34 30.23
29.62
TC
29.17
BC
31.55
FF
30.83
FF
30.63FF
30.02
29.99
29.96
29.53
29.53
29.49
TC
29.02
BC
29.01
29.06
29.65
29.46TDC
28.86BDC
28.98BC
29.13TC
29.71TC
29.10BC
29.22BC
29.69
TC29.66
30.00
30.17
TC
29.50
BC
30.27
30.52
30.04BC
30.61
30.64
30.63
30.64
30.61
30.32
30.60TDC
30.11BDC
30.25
BDC
30.76
TDC
30.87
30.81
TC
30.34
BC
30.67
BC
31.15
TC
31.4031.43
32.03
FF
31.67
31.07
30.71
30.45
29.94
29.62
30.38
31.26
31.47
31.13
TC
30.66
BC
30.33
BC
30.82
TC
30.92
30.61
30.53
TC
30.05
BC
30.48
30.20
TC
29.62
BC
29.88
TC
29.44
BC
29.76
30.16
29.79
29.81
29.14
BDC
29.66
TDC
29.53
TDC
29.10
BDC
30.49
FF
29.57
TC
29.07
BC
29.61
TC
29.15
BC
30.29
30.53
FF
30.34
29.64
TC
29.16
BC
29.30
BC
29.74
TC
30.52 30.50
29.89
TC
29.37
BC
30.51
30.67
FF
29.46
TC
28.98
BC
29.44
TDC
28.96
BDC28.89
BDC
29.47
TDC
29.46 29.49
29.47 29.54
29.60
30.23
FF
29.60 29.71
29.59
TC
29.14
BC
30.01
FF
29.84
FF
29.74
TC
29.21
BC
29.84
29.92
TC
29.44
BC
29.82
TC
29.30
BC
29.99
29.85
32.67
TW
32.68
TW
32.68
TW
32.71
TW
32.71
TW
32.71
TW
32.65
TW
32.65
TW
32.64
TW
32.65
TW
30.37
FF
30.17
29.87 29.64
30.27
29.71
TC
29.22
BC
29.11
29.32
29.60
29.58
BDC
30.01
TDC
30.17
30.45
30.37
30.85
30.47
30.55
31.02
29.82
30.30
TDC
29.87
BDC
30.56
30.52
30.59
30.67 30.76
33.86
FF
30.72
30.52
TC
30.04
BC
30.07
29.23BC
29.63TC
29.86 29.98
30.23
30.01
TC
29.54
BC
29.63
30.29
30.82 30.10
TDC
29.61
BDC
29.79
BDC
30.25
TDC
29.87
30.53
30.35
TC
29.88
BC
30.84
31.13
30.76
TC
30.27
BC
30.31
30.3630.72
30.75
30.73
29.50 29.60
29.52
29.49
28.77
BDC
29.20
TDC
28.89
29.23 29.31
29.06
TDC
28.69
BDC28.67
BC
29.04
TC
28.90
TC
28.53
BC28.78
TC
28.41
BC
28.92
29.10
29.19 30.16
TW
30.17
TW
30.14
TW
30.13
TW
30.10
TW
30.09
TW28.95
28.94
29.02
29.07 29.07
29.06
29.15
29.11
29.22
BC
29.26
BC
29.89
TC
30.32
BC
30.40
TC
30.42
BDC
30.77
TDC
30.36
BC
30.78
TC
30.23
BDC
30.65
TDC
CONCRETE SIDEWALK
BRICK WALKWAY
BRICK WALKWAY
BRICK WALKWAY
BRICK
BRICK WALKWAY
CONCRETE SIDEWALK
29.76 29.62
29.53 29.49
29.31 29.22
29.98 30.09
30.16
30.23
30.29
30.37
29.21
29.42
29.79
29.78
29.87
29.32
29.43
29.53 29.63
30.00 30.11
30.25
30.38 30.43 30.41
30.44
29.20
29.07
28.94
28.79
28.67
28.58
28.45
28.19
29.02
28.81
28.66
28.54
28.39
28.32
0+0
1+00
2+0
3+00
4+00
5+00 6+00
7+00
8+00
9+00 10+00 10+26
TC
BC
30.50TC
W
W
W W
W
W
W
W
W
GV
WV
H Y D
WV
WV
GV
WV
GV
WV
WV
WV
WV
GV
WV
GV
WV
GV
GV
GV
GV
GV
WV
H
Y D
GV
H Y D
WV WV
WV
GV
GV
WV
GV
H
Y D
WV
WV
WV
WV
WV
WVWV
WV
GV
WV
WV
WV
WV
WV
W
W
W
W
W
W
W
W
WV
W V
10"W
10"W
10"W
10"W
10"W
10"W
10"W
10"W
10"W
10"W 10"W
10"W
10"W
10"W
10"W 10"W
10"W 10"W
10"W 10"W
WV
WV
W
W
W
WV
W
W
6"W
10"W
10"W
10"W
10"W
10"W
10"W
10"W
10" W
10" W
1"W
W
W
36"TEL
T
GV
GV
GV
GV
GV
GV
GV
GV
GV
GV
GV
12"G12"G 12"G12"G12"G
"G
12"G 12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
12"G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
1" G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E E E E E
E
10" w
10" w
10" W
10" W
10" W
10" W
W
1"W
1"W
1"W
6"W
6"W
6"W
6"W
6"W w
12G
12G
12" G
12" G
12" G
12" G
12" G
12" G
12" G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
EE
EE
E
E
E
E
E
E
E
E
E
E
E E
E
E E
E E
E E
E E
E E
E E E
E E
E
E
E E
E
E
TRAF
TRAF
T R
A F
T R
A F
T R
A F
SHD
SHD
SHD
SHD
SHD
SHD
SHD
SHD
TRAF
TRAF
T R
A F
T R
A F
TRAF
TRAF
T R
A F
T R
A F
TRAF
TRAF
T R
A F
T R
A F
T R
A F
T R
A F
MH
SHD
E
E
E E
E
E
E
T E L
E
E
E
E
E
E
E
E
E E
W
W
E
E
G G
G
G
D
D
RIM=30.32
RIM=30.00
RIM=29.95
RIM=29.51
RIM=29.74
RIM=30.17
RIM=30.55
RIM=29.51
RIM=29.23
RIM=28.98
RIM=29.47
RIM=29.47
RIM=29.45RIM=29.34
RIM=29.32
RIM=29.39
E
RIM=28.17
E
E
E
E
28.32
E
E
E
E
E
LOT 15
BLOCK 10
COMMERCIAL
BRICK# 205-207
1 STORY
LOT 16
BLOCK 10
COMMERCIAL
BRICK# 201-203
3 STORY
LOT 4
BLOCK 9
COMMERCIAL
BRICK# 117
3 STORY
LOT 4
BLOCK 9
COMMERCIAL
FRAME#113-115
2 STORYWOOD
LOT 4.01
BLOCK 9
COMMERCIAL#7-11
BRICK
1 STORY
LOT 6
BLOCK 9
COMMERCIAL
BRICK#111
1 STORY
LOT 9.01
BLOCK 8
COMMERCIAL
BRICK#111
1 STORY
INV. OUT=23.04’ 8CLY
INV. IN=23.05’ 8CLY
RIM=30.12’
SANITARY MANHOLE
INV. OUT=21.69’ 15CLY (c)
INV. IN=22.39’ 8"CLY (b)
INV. IN=21.69’ 15CLY (a)
RIM=30.37’
SANITARY MANHOLE
b ca
LOT 46
BLOCK 1
COMMERCIAL
BRICK# 204
2 STORY
LOT 45
BLOCK 1
COMMERCIAL
BRICK# 202
2 1/2 STORY
LOT 44
BLOCK 1
COMMERCIAL
BRICK# 198-202
2 STORY
S H
E E T
L
IN
E
INV. OUT=26.04’ HOOD
GRATE=28.69’
TCB=29.38’
STORM INLET TYPE ’B’
b c a
LOT 43
BLOCK 1
COMMERCIAL
BRICK# 4
2 STORY
LOT 42
BLOCK 1
COMMERCIAL
METAL# 2-16
2 STORY
LOT 41
BLOCK 1
RESIDENTIAL
WOOD HOUSE#18
2 STORY
LOT 39.01
BLOCK 1
RESIDENTIAL
WOOD HOUSE#30
2 STORY
INV OUT=22.73 15CLY(c)
INV IN=22.64 12"PVC(b)
INV IN=22.58 15"CLY(a)
RIM=28.24’
SANITARY MANHOLE
b a c
INV. OUT=22.94 15"CLY
INV. IN=22.90 8"CLY
RIM=28.29’
SANITARY MANHOLE
LOT 14
BLOCK 6
COMMERCIAL
BRICK#21
1 STORY
LOT 15
BLOCK 6
COMMERCIAL
BRICK#25
2 STORY
LOT 16
BLOCK 6
COMMERCIAL
BRICK#27
1 STORY
LOT 29
BLOCK 7
COMMERCIAL
BRICK#17-19
3 STORY
LOT 28
BLOCK 7
COMMERCIAL
BRICK#7-15
3 STORY
LOT 28
BLOCK 7
COMMERCIAL
BRICK#7-15
3 STORY
INV. OUT=23.28 8"PVC
INV. IN=23.24 8"PVC
RIM=28.00’
SANITARY MANHOLE
INV. OUT=22.96’ 12"PVC (c)
INV. IN=23.06’ 8"PVC (b)
INV. IN=22.96’ 12"CLY (a)
RIM=28.26’
SANITARY MANHOLE
INV OUT=22.61 12"PVC
INV IN=22.68 12"PVC
RIM=28.07’
SANITARY MANHOLE
INV. OUT=22.23 15"CLY(c)
INV. IN=22.65 8"CLY(b)
INV. IN=29.29 15"CLY(a)
RIM=29.61’
SANITARY MANHOLE
INV. 25.15 RECESSED
GRATE=28.72’
TCB=29.36’
STORM INLET TYPE ’B’
LOT 9.03
BLOCK 8
COMMERCIAL
BRICK#1
1 STORY
x x
INV. OUT=24.31’ 36"RCP (c)
INV. IN=24.73’ 12"RCP (b)
INV. IN=24.31 36"RCP (a)
GRATE=28.60’
STORM INLET TYPE ’E’
c b a
INV. OUT= 24.53 36"RCP (c)
INV. IN= 24.63’ 18"RCP (b)
INV. IN= 24.58’ 18"RCP (a)
RIM= 28.33
STORM MANHOLE
b a c
D R
A K
E S
T
STREETWEST M
AIN
EAST MAIN STREET
STREET
EAST MAIN
STREETMAIN
WEST
BRICK WALKWAY
BRIC
K WALKWAY
CONCRETE S
IDEWALK
CONCRETE S
IDEWALK
CONCRETE S
IDEWALK
J O
H N
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M O
U N
T A I N
A
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C H
U R
C
GI007
N
SCALE
1" = 20’
Sheet 111 of 124
C-112C-111C-110
PROP. 3
0"
RCP S
TORM
DRAIN
PROP. 24" R
CP STORM DRAIN
G E
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GI008
GENERAL NOTES
LANDSCAPE NOTES
UTILITY NOTES
(4 FEET DEEP OR AS NECESSARY) TO IDENTIFY UTILITIES & ANY OTHER HIDDEN STRUCTURES.
7. WHERE THERE ARE UTILITY CROSSINGS, THE CONTRACTOR SHALL DIG AN INSPECTION TRENCH
COMPANY).
WORK ON THEIR LINES (UNLESS CONTRACTOR IS DIRECTED OTHERWISE BY THE UTILITY
THE RESPECTIVE UTILITY OWNERS. THE UTILITY OWNERS ARE REQUIRED TO PERFORM ALL
6. THE CONTRACTOR SHALL COORDINATE UTILITY LINE RELOCATIONS WITH THE U.S.A.C.E. AND
LOCATIONS OF ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE.
5. NOT ALL UTILITIES HAVE BEEN IDENTIFIED IN FIELD SURVEY. CONTRACTOR SHALL VERIFY THE
CONTRACTOR IN COORDINATION WITH U.S.A.C.E.
SHALL BE MAINTAINED OR RE-CONNECTED TO THE PROPOSED DRAINAGE SYSTEM BY THE
4. ALL EXISTING UTILITY CONNECTIONS LOCATED ON THE LOCAL FACILITY OWNER’S PROPERTY
3. ALL UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED.
GRADED AGGREGATE BASE COURSE.
2. ALL PIPES, STUBS, ETC, TO BE REMOVED SHALL BE BACKFILLED AS NECESSARY WITH DENSE
OCCUR.
VERTICALLY PRIOR TO THE START OF ANY WORK TO DETERMINE IF ANY CONFLICTS WILL
THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BOTH HORIZONTALLY AND
CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES FOR FIELD MARK-OUTS.
1. THE LOCATION & DEPTH OF ALL UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE. THE
AS NEAR TO THEIR ORIGINAL CONDITION, AND AS DIRECTED BY THE CONTRACTING OFFICER.
THOSE AREAS ADJACENT TO THE CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO, OR
PROTECTED FROM CONSTRUCTION ACTIVITIES AS INDICATED ON THE LANDSCAPING PLANS.
6. TREES THAT ARE NOT DEPICTED ON THE PLAN AS DESIGNATED FOR REMOVAL SHALL BE
CONTRACTING OFFICER.
OFFICER. SITE. LOCATION OF NEW TREES (IF APPLICABLE) SHALL BE AS DIRECTED BY THE
5. NO TREES SHALL BE REMOVED UNTIL APPROVED IN THE FIELD BY THE CONTRACTING
THE COUNTY INSPECTOR PRIOR TO FELLING.
4. ALL TREES TO BE CUT SHALL BE FIELD MARKED BY THE CONTRACTOR FOR APPROVAL BY
TO DECOMPOSITION.
3. ALL EARTH FILL SHALL BE FREE FROM BRUSH. ROOTS AND OTHER ORGANIC MATERIAL SUBJECT
(ASTM D-698).
2. COMPACTION OF ALL FILL MATERIALS SHALL BE TO 95% STANDARD PROCTER DENSITY
DIRECTED BY THE CONTRACTING OFFICER.
THE CONTRACTOR SHALL CAREFULLY PLACE ITEMS ONTO ADJOINING OWNERS LAND OR AS
BEGINNING OF CONSTRUCTION. FOR THOSE ITEMS STILL REMAINING PRIOR TO CONSTRUCTION, ADJOINING OWNERS REQUESTING REMOVAL OF SUCH ITEMS SEVEN (7) DAYS PRIOR TO THE
CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ALL
LANDSCAPING ITEMS WITHIN COUNTY / MUNICIPAL RIGHT-OF-WAY AS DIRECTED BY THE
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAREFULLY REMOVING ANY / ALL PRIVATE
TRENCH WITHOUT THE BLOCKS AND FORMS BEING IN PLACE.
ENCASEMENT. IN NO CASE WILL CONCRETE BE PERMITTED TO BE POURED INTO A SEWER
ONE POUR. FORMS USED SHALL BE TO THE FULL HEIGHT OF THE CONRETE CRADLE/
CONCRETE CRADLE. CONCRETE CLASS 40 (4000 psi) SHALL BE USED AND PLACED IN
SUPPORTED BY SOLID CONCRETE BLOCKS THAT SHALL FORM AN INTEGRAL PART OF THE
19. WHERE CONCRETE CRADLE / ENCASEMENT IS TO BE CONSTRUCTED, THE PIPE MUST BE
RESTORED TO THEIR PRESENT CONDITION AFTER COMPLETION OF THE WORK.
REMAIN, AND WHICH MIGHT BE DISTURBED FOR FOR CONSTRUCTION PURPOSES, SHALL BE
18. EXISTING SEWERS, CONNECTIONS OR OTHER SEWER APPURTENANCES WHICH ARE TO
THAT NO BACK-UPS SHALL OCCUR.
FLUMING OR OTHER SUITABLE MEANS AS APPROVED BY THE COR IN SUCH A MANNER
IS TO BE DISCONNECTED FOR CONSTRUCTION PURPOSES, FLOW SHALL BE MAINTAINED BY
CONTINUOUSLY MAINTAINED DURING CONSTRUCTION. IF ANY SEWER OR SEWER CONNECTION
CONSTRUCTION. ALL EXISTING SEWERS AND SEWER HOUSE CONNECTIONS SHALL BE
STORM WATER WHICH MAY DEVELOP WITHIN THE PROJECT LIMITS FOR THE DURATION OF
17. CONTRACTOR SHALL PROVIDE TEMPORARY MEANS (PIPES, PUMPS, ETC.) TO DRAIN ANY
VARIOUS ITEMS SCHEDULED IN THE PROPOSAL.
WITH SAW AND JACKHAMMER AND THE COST THERETO SHALL BE INCLUDED IN THE
16. NO SEPARATE PAYMENT WILL BE MADE FOR DRIVEWAY, CURB AND SIDEWALK CUTTING
SHALL BE IN ACCORDANCE WITH THE OWNER OF THE MAILBOX AND THE POSTMASTER.
ACCESSIBLE AND BE MAINTAINED AT ALL TIMES. ANY MAILBOXES TO BE RESET/RELOCATED
IMPROVEMENTS AND WITHIN THE COUNTY / MUNICIPAL RIGHT-OF-WAY ARE TO REMAIN
15. ALL MAILBOXES & OTHER APPURTENANCES THAT ARE LOCATED WITHIN THE CONSTRUCTION
FIELD.
PAVEMENT CONSTRUCTION MAY BE ADJUSTED BY THE CONTRACTING OFFICER IN THE
PAVEMENT IN DRIVEWAY AREAS AND WHERE CONSTRUCTION ENDS. EXACT LIMITS OF
14. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN EXISTING & PROPOSED
13. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING DRIVEWAYS AT ALL TIMES.
SHEETING.
SEWER SHALL BE BACKFILLED WITH CLEAN FILL PRIOR TO THE REMOVAL OF ANY
12. UNLESS NOTED OTHERWISE ALL AREAS EXCAVATED FOR CONSTRUCTION OF THE STORM
BY THE ROUTES DESIGNATED BY THE CONTRACTING OFFICER.
11. ALL EQUIPMENT OR MATERIALS HAULED TO OR FROM THE CONSTRUCTION SITE SHALL BE
PRICE BID FOR TEMPORARY SHEETING.
OTHER SUPPORTS REQUIRED BY THE WORK. COSTS THEREOF ARE TO BE INCLUDED IN
10. THE CONTRACTOR SHALL FURNISH, PLACE AND MAINTAIN SHEETING, BRACING, SHORING AND
OTHERWISE NOTED.
9. DETAILS AS SHOWN IN ANY SECTION SHALL APPLY TO ALL SIMILAR SECTIONS UNLESS
SHALL BE HELD PRIOR TO CONSTRUCTION.
REPRESENTATIVE. AND THE CONTRACTING OFFICERS OF THE BOROUGH OF BOUND BROOK
REPRESENTATIVE WITH THE CONTRACTING AGENCY COUNTY CONTRACTING OFFICER’S
8. A PRECONSTRUCTION MEETING ORGANIZED AND CHAIRED BY THE NYD CONTRACTING OFFICE
PROPOSAL.
COSTS THEREOF ARE TO BE INCLUDED IN PRICES BID FOR THE VARIOUS ITEMS IN THE
PROVIDING AND MAINTAINING EQUIPMENT AND METHODS TO KEEP EXCAVATIONS DEWATERED.
DURING ALL STAGES OF CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR
TO KEEP EXCAVATIONS FREE OF WATER AND PROTECT WORK FROM DAMAGE BY WATER
7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY EQUIPMENT & METHODS
COUNTY AND MUNICIPAL LAWS, ORDINANCES AND REGULATIONS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL. STATE,
HIM AT NECESSARY LOCATIONS OR AS DESIGNATED BY THE ONTRACTING OFFICER.
5. ALL SIGNS AND BARRICADES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED BY
PUBLIC SAFETY AND ADJOINING PROPERTIES.
4. THE CONTRACTOR SHALL PROVIDE & MAINTAIN ALL NECESSARY SAFEGUARDS TO PROTECT
NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES.
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN FIELD AND
3. ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED AND COORDINATED BY THE CONTRACTOR
2. HORIZONTAL CONTROL DATUM IS IN NAD1927 AND VERTICAL CONTROL IS IN NAVD 1929.
MODIFIED BY THE SUPPLEMENTARY SPECIFICATIONS.
AND.2001 N.J.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS
Sheet 112 of 124
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H E
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A
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T S
T O
R M S
E W
E R
THE COR.
OWN EXPENSE IMMEDIATELY REPAIR OR RESTORE THE DRAINAGE SYSTEM AS DIRECTED BY
OPERATIONS DAMAGE OR BLOCK THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL AT HIS/HER
CONSTRUCTION, A FLODDING CONDITION OCCURS OR IN THE EVENT THE CONTRACTOR’S
CATCH BASINS WITH ANY DEBRIS DURING CONTRACT OPERATIONS. IF AS A RESULT OF
TIMES. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO AVOID FILLING THE
27. ALL EXISTING CATCH BASINS IN THE PROJECT AREA SHALL BE MAINTAINED OPERABLE AT ALL
26. THE TOTAL DROP BETWEEN THE BASIN AND THE MANHOLE SHALL NOT BE LESS THAN 6".
BY THE CONTRACTOR AS DIRECTED BY THE COR.
CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONTRACTOR’S OPERATION SHALL BE REPAIRED
25. CARE SHALL BE TAKEN TO NOT DAMAGE ANY EXISTING SEWERS OR EXISTING UTILITIES DURING
FINISHED GRADES AFTER COMPLETION OF THE WORK.
LIMITS SHOULD BE ADJUSTED AS NECESSARY, SO THAT THEY WILL BE FLUSH WITH THE
24. ALL NEW MANHOLES AND EXISTING SEWER MANHOLES TO BE RETAINED WITHIN THE CONTRACT
23. ALL NEW CATCH BASINS SHALL HAVE A HOOD ON THE OUTLETTING PIPE.
MODIFIED PROCTOR MAXIMUM DRY DENSITY.
12" IN LOOSE THICKNESS, WITH EACH LAYER COMPACTED TO AT LEAST 95% OF ITS ASTM D-1557
22. BACKFILL SHALL CONSIST OF CLEAN STRUCTURAL FILL, PLACED IN LAYERS OF NO MORE THAN
COMMERCIAL 1/4" TO 3/4" STONE.
UNIFORMALY GRADED FROM 1/4" TO 3/4" IN SIEVE SIZE. IT SHALL CONFORM TO
CENTER LINE ON ITS SIDES. THE BROKEN STONE SHALL BE HARD, UNWEATHERED STONE
BROKEN STONE FOR THE ENTIRE WIDTH OF THE TRENCH AND UP TO THE PIPE’S HORIZONTAL
WITH 12" DIAMETER DUCTILE IRON PIPE (DIP cl. 56), WITH "PUSH-ON" JOINTS LAID ON 9" OF
21. ALL NEW CATCH BASIN CONNECTIONS TO EXISTING SEWERS SHALL BE MADE AT MANHOLES, IS DRY.
20. THE CONTRACTOR SHALL NOT POUR THE CONCRETE CRADLE/ENCASEMENT UNTIL THE TRENCH District
New York of Engineers
US Army Corps
S Y
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T
PROP. 3
0"
RCP S
TORM
DRAIN
HERCP STORM DR.
EXISTING 45"x29"
- EX. MH ’A’
STORM DRAIN
PROP. 30" RCP
54.6’ @ 0.058%
.5’
@ 0 .05
8%
S
S
D
S
S
WV
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
D
S
DRAIN
STORM
INV. OUT=24.91’ 15"RCP
GRATE=27.72’
TCB=28.23’
STORM INLET TYPE ’B’
INV. OUT=25.00’ 18"RCP
INV. IN=25.07’ 15"RCP
GRATE=27.80’
TCB=28.30’
STORM INLET TYPE ’B’
INV. OUT=24.73’ 18"ERCP (c)
INV. IN RECESSED 6"PVC (b)
INV. IN=24.83’ 18"RCP (a)
GRATE=27.73’
TCB=28.24’
STORM INLET TYPE ’B’
INV. OUT=24.98’ 18"ERCP
GRATE=27.73’
TCB=28.24’
STORM INLET TYPE ’B’
BOTTOM=25.45’
GRATE=27.74’
TCB=28.24’
STORM INLET TYPE ’B’
RIM=28.20’
STORM MANHOLE
INV. OUT=22.63’ 28"ERCP (c)
INV. IN=24.63’ 18"ERCP (b)
INV. IN RECESSED 18"ERCP (a)
RIM=28.23’
STORM MANHOLE
a b c a b c a b c
28.94
28.79
28.82
28.66
TC
28.33
BC
28.94
28.76
30.05
TW
30.02
TW
30.06
TW
30.00
TW 28.86
28.72
29.61
FF
29.81
FF
28.62
TC
28.25
BC
28.54
TC
28.16
BC
29.46
FF
28.54
27.88
BC
28.32
TC
27.80
BC
27.78
BC
28.20
TC
28.18
TDC
27.76
BDC
28.16
28.18
28.16
28.02
28.37
28.53
28.68
28.31
TDC
27.84
BDC
28.00
BC
28.37
TC
28.32
TC
27.85
BC
28.89
BC
28.54
BC
29.24
TC 29.54
TC
28.74
BC
29.15
BC
27.84
BC
28.29
TC
28.30
TC
28.36
28.29
28.31
TC
27.88
BC
28.23
TDC
27.77
BDC
27.91
27.94
28.26
TDC
27.86
BDC
28.40
28.47
28.34
28.44
TC
27.98
BC
28.53
28.60
28.84
29.45
FF
28.80
28.47
TC
28.11
BC
29.01
29.04
29.07
28.11
BC
28.56
TC
28.94
28.46
28.34
28.14
28.25
TDC
27.76
BDC
28.00
28.20
TDC
27.77
BDC
28.10
28.13
28.07
27.77
28.67
28.59
28.95
28.74
28.48
28.48
28.76
28.55
28.37
TC
27.80
BC
28.44
28.4828.47
28.41
28.21
28.44
28.40
28.57
28.22
28.34
28.33
TDC
27.82
BDC
28.36
28.40
TDC
27.96
BDC
28.07
28.43
TDC
27.98
BDC
28.01
BDC
28.42
TDC
28.16 28.17
27.99
28.15
28.34
28.47
28.38
28.2928.26
28.30
28.80
28.81
28.05
BC
28.14
TC
28.23
28.63
TDC
28.10
BDC28.12
BC
28.63
TC
28.58 28.80
28.64
28.63
TDC
28.17
BDC28.18
BC
28.30
TC
28.75
28.86
28.8529.28
29.03
28.85
31.79
FF
29.09
28.86
28.79
28.74
TDC
28.32
BDC
28.75
TC
28.33
BC
28.86
28.55
28.49
29.09
28.98
28.64
28.65
31.84
FF
29.12
29.70
FF
28.66
28.01
BC
28.46
TC
28.68
28.72
BC
29.18
TC
28.69
28.55
TC
28.08
BC
28.20
BDC
28.60
TDC
29.14
BC
29.23
TC
29.07
28.27
TC
28.24
BC
28.28
BDC
28.68
TDC
28.67
TDC
28.29
BDC28.72
29.01
28.62
28.41
TC
28.32
BC
28.71
TDC
28.33
BDC
27.91
BC
28.39
TC
28.55
BC
28.69
BC
29.03
TC
28.58
BC
28.56
BC
28.99
TC
28.43
TDC
28.06
BDC
28.06BC
28.14TC
28.64
28.42
BC
28.71
TC
28.83
TC
28.50
BC
28.67
BC
28.77
TC
28.61
TC
28.18
BC
28.28
BC
28.69
TC
28.90
29.10
29.10
29.47
29.74
29.40
29.39 29.45
29.52 29.50
30.98
FF
29.31
29.54
28.95
28.72
29.11
28.82
28.57
TC
28.55
BC
28.59
28.86
TDC
28.46
BDC
28.78
28.37
BC
28.84
TC
28.90
28.82
28.94 28.89
28.98
FF
28.86
28.52
28.44
28.74
TDC
28.29
BDC
28.30
BDC
28.80
TDC
28.37
TC
28.29
BC
28.68
28.78
28.75
28.57
TC
28.09
BC
28.51
TC
27.98
BC
28.90
TC
28.53
BC28.78
TC
28.41
BC
28.92
29.10
29.19 30.16
TW
30.17
TW
30.14
TW
30.13
TW
30.10
TW
30.09
TW28.95
28.94
29.02
29.07 29.07
29.06
29.15
29.11
29.07
28.94
28.79
28.67
28.58
28.45
28.19
29.02
28.81
28.66
28.54
28.39
28.32
GV
WV
H Y D
WV
WV
GV
WV
GV
WV
WV
WV
WV
GV
WV
GV
WV
GV
GV
WV
WV
WV
10"W
10"W
10"W
10"W
10"W
10" W
10" W
1"W
W
W
T
12"G
12"G
12"G
12"G
G
G
G
G
1" G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
10" w
10" w
10" W
10" W
10" W
10" W
W
1"W
1"W
1"W
6"W
6"W
6"W
6"W
6"W w
12G
12G
12" G
12" G
12" G
12" G
12" G
12" G
12" G
G
E
E
E
E
E
E
E
E
E
T E L
E
E
E
E
E
G
DE
RIM=28.17
E
E
E
E
28.32
E
E
E
E
E
LOT 42
BLOCK 1
COMMERCIAL
METAL# 2-16
2 STORY
LOT 41
BLOCK 1
RESIDENTIAL
WOOD HOUSE#18
2 STORY
LOT 39.01
BLOCK 1
RESIDENTIAL
WOOD HOUSE#30
2 STORY
INV OUT=22.73 15CLY(c)
INV IN=22.64 12"PVC(b)
INV IN=22.58 15"CLY(a)
RIM=28.24’
SANITARY MANHOLE
b a c
INV. OUT=22.94 15"CLY
INV. IN=22.90 8"CLY
RIM=28.29’
SANITARY MANHOLE
LOT 14
BLOCK 6
COMMERCIAL
BRICK#21
1 STORY
LOT 15
BLOCK 6
COMMERCIAL
BRICK#25
2 STORY
LOT 16
BLOCK 6
COMMERCIAL
BRICK#27
1 STORY
LOT 29
BLOCK 7
COMMERCIAL
BRICK#17-19
3 STORY
LOT 28
BLOCK 7
COMMERCIAL
BRICK#7-15
3 STORY
LOT 28
BLOCK 7
COMMERCIAL
BRICK#7-15
3 STORY
INV. OUT=23.28 8"PVC
INV. IN=23.24 8"PVC
RIM=28.00’
SANITARY MANHOLE
INV. OUT=22.96’ 12"PVC (c)
INV. IN=23.06’ 8"PVC (b)
INV. IN=22.96’ 12"CLY (a)
RIM=28.26’
SANITARY MANHOLE
INV OUT=22.61 12"PVC
INV IN=22.68 12"PVC
RIM=28.07’
SANITARY MANHOLE
x x c b a
INV. OUT= 24.53 36"RCP (c)
INV. IN= 24.63’ 18"RCP (b)
INV. IN= 24.58’ 18"RCP (a)
RIM= 28.33
STORM MANHOLE
D R
A K
E S
T
STREETWEST M
AIN
STREETMAIN
WEST
BRIC
K WALKWAY
CONCRETE S
IDEWALK
CONCRETE S
IDEWALK
CONCRETE S
IDEWALK
S e e
S h e e t
C
C-110
MH ’1’
PROP.
N
SCALE
1" = 20’
Inv Elv.
Rim Elv.
Diameter
Manhole
23.87
28.55
4’
Sheet 113 of 124
6. SEE SHEET GI008 FOR NOTES, AND C-509 + C-510 FOR DETAILS.
SHALL NOTIFY THE COR IN WRITING PRIOR TO START OF CONSTRUCTION.
THE 30" DIAMETER FROM EXIST. MH ’A’ TO PROP. MH ’3’. THE CONTRACTOR
DUCTILE IRON PIPE (cl. 56) IN LIEU OF REINFORCED CONCRETE PIPE FOR
THE INVERT OF THE PIPE, THE CONTRACTOR HAS THE OPTION OF USING
5. SINCE BORING #1 SHOW’S THE WATER TABLE MORE THAN 2 FT. BELOW
AND PROTECT THEM FROM DAMAGE.
UTILITIES IN THE AREA OF WORK PRIOR TO START OF CONSTRUCTION
4. CONTRACTOR SHALL CONFIRM THE LOCATION AND DEPTH OF ALL
3. SEE SHEET C-204 FOR STORM DRAIN PROFILE.
2. ALL EXISTING TREES, SIGNS, POLES, ETC. SHALL BE MAINTAINED.
(APPROX. 7 L.F.).
SEWER WILL BE ENCASED IN CONCRETE FROM MANHOLE TO MANHOLE
WILL CROSS OVER AN EXISTING 12" SANITARY SEWER. THIS SANITARY
1. BETWEEN EXIST. MH ’A’ AND PROP. MH ’1’, THE 30" STORM DRAIN
NOTES:
P L
A N V
IE
W S
H E
E T
E A
S T M
A
IN
S
T S
T O
R M S
E W of Engineers
US Army Corps
S Y
M B
O L
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V
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D E
S C
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T
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N D
A T
E A
P P
R h tt p /w w w .n a n .u s a c e .a rm y .m il
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W Y
O R
K D
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T R
IC
T
U .S .A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
NUMBER:
REFERENCE
SHEET
File Path
2/23/2011 1:24:44 PMDATE:
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N B
R O
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L O
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IS
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A N
A G
E M
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T
S
S
D
S
S
WV
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
D
S
28.94
28.79
28.82
28.66
TC
28.33
BC
28.94
28.76
30.05
TW
30.02
TW
30.06
TW
30.00
TW 28.86
28.72
29.61
FF
29.81
FF
28.62
TC
28.25
BC
28.54
TC
28.16
BC
29.46
FF
28.54
27.88
BC
28.32
TC
27.80
BC
27.78
BC
28.20
TC
28.18
TDC
27.76
BDC
28.16
28.18
28.16
28.02
28.37
28.53
28.68
28.31
TDC
27.84
BDC
28.00
BC
28.37
TC
28.32
TC
27.85
BC
28.89
BC
28.54
BC
29.24
TC 29.54
TC
28.74
BC
29.15
BC
27.84
BC
28.29
TC
28.30
TC
28.36
28.29
28.31
TC
27.88
BC
28.23
TDC
27.77
BDC
27.91
27.94
28.26
TDC
27.86
BDC
28.40
28.47
28.34
28.44
TC
27.98
BC
28.53
28.60
28.84
29.45
FF
28.80
28.47
TC
28.11
BC
29.01
29.04
29.07
28.11
BC
28.56
TC
28.94
28.46
28.34
28.14
28.25
TDC
27.76
BDC
28.00
28.20
TDC
27.77
BDC
28.10
28.13
28.07
27.77
28.67
28.59
28.95
28.74
28.48
28.48
28.76
28.55
28.37
TC
27.80
BC
28.44
28.4828.47
28.41
28.21
28.44
28.40
28.57
28.22
28.34
28.33
TDC
27.82
BDC
28.36
28.40
TDC
27.96
BDC
28.07
28.43
TDC
27.98
BDC
28.01
BDC
28.42
TDC
28.16 28.17
27.99
28.15
28.34
28.47
28.38
28.2928.26
28.30
28.80
28.81
28.05
BC
28.14
TC
28.23
28.63
TDC
28.10
BDC28.12
BC
28.63
TC
28.58 28.80
28.64
28.63
TDC
28.17
BDC28.18
BC
28.30
TC
28.75
28.86
28.8529.28
29.03
28.85
31.79
FF
29.09
28.86
28.79
28.74
TDC
28.32
BDC
28.75
TC
28.33
BC
28.86
28.55
28.49
29.09
28.98
28.64
28.65
31.84
FF
29.12
29.70
FF
28.66
28.01
BC
28.46
TC
28.68
28.72
BC
29.18
TC
28.69
28.55
TC
28.08
BC
28.20
BDC
28.60
TDC
29.14
BC
29.23
TC
29.07
28.27
TC
28.24
BC
28.28
BDC
28.68
TDC
28.67
TDC
28.29
BDC28.72
29.01
28.62
28.41
TC
28.32
BC
28.71
TDC
28.33
BDC
27.91
BC
28.39
TC
28.55
BC
28.69
BC
29.03
TC
28.58
BC
28.56
BC
28.99
TC
28.43
TDC
28.06
BDC
28.06BC
28.14TC
28.64
28.42
BC
28.71
TC
28.83
TC
28.50
BC
28.67
BC
28.77
TC
28.61
TC
28.18
BC
28.28
BC
28.69
TC
28.90
29.10
29.10
29.47
29.74
29.40
29.39 29.45
29.52 29.50
30.98
FF
29.31
29.54
28.95
28.72
29.11
28.82
28.57
TC
28.55
BC
28.59
28.86
TDC
28.46
BDC
28.78
28.37
BC
28.84
TC
28.90
28.82
28.94 28.89
28.98
FF
28.86
28.52
28.44
28.74
TDC
28.29
BDC
28.30
BDC
28.80
TDC
28.37
TC
28.29
BC
28.68
28.78
28.75
28.57
TC
28.09
BC
28.51
TC
27.98
BC
28.90
TC
28.53
BC28.78
TC
28.41
BC
28.92
29.10
29.19 30.16
TW
30.17
TW
30.14
TW
30.13
TW
30.10
TW
30.09
TW28.95
28.94
29.02
29.07 29.07
29.06
29.15
29.11
29.07
28.94
28.79
28.67
28.58
28.45
28.19
29.02
28.81
28.66
28.54
28.39
28.32
GV
WV
H Y D
WV
WV
GV
WV
GV
WV
WV
WV
WV
GV
WV
GV
WV
GV
GV
WV
WV
WV
10"W
10"W
10"W
10"W
10"W
10" W
10" W
1"W
W
W
T
12"G
12"G
12"G
12"G
G
G
G
G
1" G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
10" w
10" w
10" W
10" W
10" W
10" W
W
1"W
1"W
1"W
6"W
6"W
6"W
6"W
6"W w
12G
12G
12" G
12" G
12" G
12" G
12" G
12" G
12" G
G
E
E
E
E
E
E
E
E
E
T E L
E
E
E
E
E
G
DE
RIM=28.17
E
E
E
E
28.32
E
E
E
E
E
LOT 42
BLOCK 1
COMMERCIAL
METAL# 2-16
2 STORY
LOT 41
BLOCK 1
RESIDENTIAL
WOOD HOUSE#18
2 STORY
LOT 39.01
BLOCK 1
RESIDENTIAL
WOOD HOUSE#30
2 STORY
LOT 14
BLOCK 6
COMMERCIAL
BRICK#21
1 STORY
LOT 15
BLOCK 6
COMMERCIAL
BRICK#25
2 STORY
LOT 16
BLOCK 6
COMMERCIAL
BRICK#27
1 STORY
LOT 29
BLOCK 7
COMMERCIAL
BRICK#17-19
3 STORY
LOT 28
BLOCK 7
COMMERCIAL
BRICK#7-15
3 STORY
LOT 28
BLOCK 7
COMMERCIAL
BRICK#7-15
3 STORY
x x
D R
A K
E S
T
STREETWEST M
AIN
STREETMAIN
WEST
BRIC
K WALKWAY
CONCRETE S
IDEWALK
CONCRETE S
IDEWALK
CONCRETE S
IDEWALK
S e e
S h e e t
C
C-113
N
LEGEND
(Area = 6,372 sq.ft.)
MILLED AND REPAVED
STREET AREA TO BE
YELLOW LINES
4" DOUBLE
4’ C.T.C., 6’ WIDE
24" SOLID WHITE
LIMITS
RESURFACING
SCALE
1" = 20’
2. SEE SHEET GI008 FOR NOTES, AND C-509 + C-510 FOR DETAILS.
1. ALL SIDEWALKS ARE TO BE CONSTRUCTED WITH A 2% MAXIMUM CROSS SLOPE.
NOTES:
Sheet 116 of 124
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K
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E D
E R
A L P
L A
Z A
O c t
A N
S I
D
D A
T E
S O
L
IC
IT
A T
IO
N N
O
C O
N T
R A
C T N
O
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
P L
O T D
A T
E
C K
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
S
IZ
E
K A
W
K A
W
A s S h o w n
P R
O J E
C T S
T A
T U
S
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T
E N
S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
D
S
S
DD
D
D
D
32.91
30.90
BC
31.48
TC
31.49
BDC
31.81
TDC
32.22
TDC
31.80
BDC
31.94
BC
32.34
TC
32.91
FF
30.71
BC
30.79
TC
31.20
BC
31.57
TC
31.89TC
31.52BC
31.35
31.37
30.66
29.67
29.95
TC
29.48
BC
29.95
TDC
29.53
BDC
29.68
TC
29.56
BC
29.70
29.55
BDC
30.01
TDC
29.58
BC
30.07
TC
30.99
30.02
30.22
29.79
TC
29.40
BC
29.87 29.89
30.10 30.12
30.03 30.01
29.81
29.27
BC
29.73
TC
29.77
29.94 29.95
29.51
TC
29.11
BC
29.5229.57
29.7329.79 29.6429.66
29.39
TC
28.94
BC
29.4329.45
29.32
29.21
TC
28.65
BC
29.57
29.54
29.51
29.74
29.60
TC
29.12
BC
29.73
BC
30.25
TC 29.57
BC
30.12
TC
30.01
TC
29.50
BC
29.88
TC
29.38
BC
29.38
TC
28.86
BC28.74
BC
29.33
TC
29.43 29.96
FF
30.52
30.49
FF
29.76
TC
29.32
BC
30.34 30.23
29.62
TC
29.17
BC
31.55
FF
30.83
FF
30.63FF
30.02
29.99
29.96
29.53
29.53
29.49
TC
29.02
BC
29.01
29.06
29.65
29.46TDC
28.86BDC
28.98BC
29.13TC
29.71TC
29.10BC
29.22BC
29.69
TC29.66
30.00
30.17
TC
29.50
BC
30.27
30.52
30.04BC
30.61
30.64
30.63
30.64
30.61
30.32
30.60TDC
30.11BDC
30.25
BDC
30.76
TDC
30.87
30.81
TC
30.34
BC
30.67
BC
31.15
TC
31.4031.43
31.07
30.71
30.45
29.94
29.62
30.38
31.26
31.13
TC
30.66
BC
30.33
BC
30.82
TC
30.92
30.61
30.53
TC
30.05
BC
30.48
30.20
TC
29.62
BC
29.88
TC
29.44
BC
29.76
30.16
29.79
29.81
29.14
BDC
29.66
TDC
29.53
TDC
29.10
BDC
30.49
FF
29.57
TC
29.07
BC
29.61
TC
29.15
BC
30.29
30.53
FF
30.34
29.64
TC
29.16
BC
29.30
BC
29.74
TC
30.52 30.50
29.89
TC
29.37
BC
30.51
30.67
FF
29.46
TC
28.98
BC
29.44
TDC
28.96
BDC28.89
BDC
29.47
TDC
29.46 29.49
29.47 29.54
29.60
30.23
FF
29.60 29.71
29.59
TC
29.14
BC
30.01
FF
29.84
FF
29.74
TC
29.21
BC
29.84
29.92
TC
29.44
BC
29.82
TC
29.30
BC
29.99
29.85
32.67
TW
32.68
TW
32.68
TW
32.71
TW
32.71
TW
32.71
TW
32.65
TW
32.65
TW
32.64
TW
32.65
TW
BRICK WALKWAY
BRICK WALKWAY
29.76 29.62
29.53 29.49
29.31 29.22
29.98 30.09
30.16
29.21
29.42
29.79
TC
BC
30.50TC
GV
GV
WV
GV
H
Y D
WV
WV
WV
WV
WV
WVWV
WV
10"W
10"W
10"W 10"W
10"W 10"W
WV
W
W
W
WV
36"TEL
GV
GV
GV
GV
GV
GV
GV
GV
GV
GV
12"G12"G 12"G12"G12"G
"G
12"G 12"G
12"G
12"G
12"G
12"G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E E E E E
E
E
E
E
E
E
E
E
E E
E E
E
E
EE
EE
E
E
E
E
E
E
E E E
E E
E
E
TRAF
TRAF
T R
A F
T R
A F
T R
A F
SHD
SHD
SHD
SHD
SHD
SHD
SHD
SHD
TRAF
TRAF
T R
A F
T R
A F
TRAF
TRAF
T R
A F
T R
A F
TRAF
TRAF
T R
A F
T R
A F
T R
A F
T R
A F
MH
SHD
E
E
E E
E
E
RIM=29.95
RIM=29.51
RIM=29.74
RIM=30.17
RIM=30.55
RIM=29.51
RIM=29.23
RIM=28.98
RIM=29.47
RIM=29.47
RIM=29.45RIM=29.34
RIM=29.32
LOT 15
BLOCK 10
COMMERCIAL
BRICK# 205-207
1 STORY
LOT 16
BLOCK 10
COMMERCIAL
BRICK# 201-203
3 STORY
LOT 4
BLOCK 9
COMMERCIAL
BRICK# 117
3 STORY
LOT 4
BLOCK 9
COMMERCIAL
FRAME#113-115
2 STORYWOOD
LOT 4.01
BLOCK 9
COMMERCIAL#7-11
BRICK
1 STORY
LOT 6
BLOCK 9
COMMERCIAL
BRICK#111
1 STORY
LOT 46
BLOCK 1
COMMERCIAL
BRICK# 204
2 STORY
LOT 45
BLOCK 1
COMMERCIAL
BRICK# 202
2 1/2 STORY
LOT 44
BLOCK 1
COMMERCIAL
BRICK# 198-202
2 STORY
STREET
EAST MAIN
BRICK WALKWAY
M O
U N
T A I N
A
V E
S e e
S h e e t
C
C-115
N
SIDEWALK
EXIST. BRICK
EX. MH ’B’
LEGEND
SCALE
1" = 20’
(8’ Wide)
SIDEWALK
EXIST. CONC.
REPAVEMENT
10’ min. TRENCH
(A = 1,230 sq.ft.)
REPAVEMENT
NEW TRENCH
(L = 15’+/-)
CONC. CURB
9" x 18"
(Block #1 , Lot #68
.01)
PARKING LOT
BOUND BROOK STATIONNEW JERSEY TRANSIT
6. SEE SHEET GI008 FOR NOTES, AND C-509 + C-510 FOR DETAILS.
SHALL BE REPLACED OR REPAIRED AS NECESSARY.
SHALL BE REPAINTED AS NECESSARY, AND CONCRETE CURB
PAVEMENT THICKNESS SHALL MATCH EXISTING, PARKING LINES
OR AS NECESSARY TO REPAIR ANY DAMAGE. PARKING LOT
THE NJ TRANSIT PARKING LOT TO A MINIMUM WIDTH OF 10’,
5. CONTRACTOR SHALL REPAVE THE SEWER TRENCH WITHIN
UTILITY MARKERS, ETC. TO BE FLUSH WITH PROP. GRADE.
4. CONTRACTOR SHALL ADJUST ALL MANHOLE COVERS,
DETECTABLE WARNING SURFACE AT A SLOPE OF 8.3% MAX.
3. PEDESTRIAN RAMPS ARE TO BE CONSTRUCTED WITH A
2% MAXIMUM CROSS SLOPE AND AN 8.3% RUNNING SLOPE.
2. ALL SIDEWALKS ARE TO BE CONSTRUCTED WITH A
AS NECESSARY.
CONTRACTOR SHALL REPAIR OR REPLACE THIS AREA
SIDEWALK IN EAST MAIN STREET SHALL REMAIN. THE
1. THE EXISTING GRASS AND BRICK STRIP ALONG THE
NOTES:
Sheet 118 of 124
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A s S h o w n
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C T S
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C-510
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US Army Corps
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D B
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P L
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C A
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E
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K A
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A s S h o w n
P R
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C T S
T A
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S
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U G
H O
F B
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O K
N J
A N
D S
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N T T R
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IN
G
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C T S
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N
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B-605
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A
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E T
O
S U
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B U
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T
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N D B
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N J
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N T T R
A
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IN
G
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C T S
E G
M E
N T R -2 E
X T
E N
S
IO
N
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E E
N B
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O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
D e s c ri p ti o n
D a te
S y m b o l
A p p r.
S iz e v
8 7 6 5 4 3 2 0
A
B
C
D
E number:
reference
Sheet
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
X-000
SCAFAR CONTRACTING, INC.
NEWARK, NJ 07114
225 PACIFIC STREET
O C
R
C S
V
S e p te m b e r
M E T
U C
H
J
B R
ID
G E
S T R
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S
U R
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L L C
P lo t d a te
1-
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S S
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IO
N A L
L A
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M
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C A F
A R
F I
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S S
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R S u b m i t t e d b y
:2
P l o t a t e
N
W
R K
N
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C O
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N G
IN
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N G
IN
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T R
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T D e s ig n e d b y
D a te
O C
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C k d b y
S u b m it te d b y
R e v ie w e d b y
D ra w in g c o d e
P lo t b y
O C
R
S E E
S
H E E T
S c a le
N
N
N
N
N
N
N
N
E 2037400E 2037300E 2037200E 2037100E 2037000E 2036900E 2036800E 2036700
N
N
N
N
N
N
N
N
E 2037400E 2037300E 2037200E 2037100E 2037000E 2036900E 2036800E 2036700
W
W
W W
W
W
W
W
W x x x x x x x x x x x x x
S
S
D
D
D
S
S
DD
D
30.14
GRND-1
30.14
GRID1
30.18
GRID-CALCD
4+50 MAIN
30.14
PSMH
30.26
6IN.UW
30.12
SMH
30.05
0+00 JOHN
30.26
0+25 JOHN
30.26
0+50 JOHN
30.63
1+00 JOHN
30.84
SW
30.94
SW
30.73
FENSTK6 ONL.
30.81
FENSTK6
30.79
FENSTK6 ONL.
30.87
GRAVEL6688
30.75
EP ONL.
30.77
SW/EP6690
30.67
SW
30.24
SW
30.10
BC
30.13
TC
30.63
GRD
30.72
GRD
30.89
EP/GRAVEL ONL.
30.78
GRD
30.99
GRD
30.81
EP/GRAVEL
30.63
SW/EP/GRAVEL
30.54
SW
30.09
SW 6705
30.33
TC(DEP)
29.96
BC(DEP)
29.91
BC
30.31
TC
30.46
SW
30.51
SW
30.98
GRD
30.03
GV
30.16
GV
30.55
GW
30.49
UP#BT379BB
30.35
SIGN(NO PARK)
30.54
GRD
30.58
SW/EP
31.09
GRD
30.91
FEN CLF6 GATE
30.70
FEN CLF6 GATE
30.47
SW/EP
30.47
TC(DEP)
30.07
BC(DEP)6725
30.07
BC
30.56
TC
30.64
SW
30.79
FENCLF66729
30.51
SW/EP
30.86
FENCLF6 ONL.
30.65
MW
30.49
TC(DEP)
30.05
BC(DEP)
29.94
BC
30.04
TC
30.23
GRD
30.27
SW/EP
30.59
GRD
31.27
GRD
31.26
GRD
31.57
BLDG ENG
31.04
UW
30.57
UW
30.55
MW
31.28
GF
31.17
GRD
31.14
BLDG ENG
31.18
BLDG ENG
31.18
GRD
30.80
MW
30.54
GRD
30.28
MW
30.15
SW/EP
30.10
GRD
29.88
TC
29.84
BC
29.64
INL. COR
29.73
INL. COR
29.71
INL. COR
29.60
INL. COR
29.65
INL. GRATE
29.60
BC(CONC./BELG.)
29.81
TC(CONC.)
29.81
SW/PAVERS
30.09
SW/PAVERS/EP
29.95
SIGN(STOP)
30.34
MW
30.37
GRD
30.19
PAVERS/EP
30.30
PAVERS/EP
29.95
SW/PAVERS
30.22
SW/PAVERS
30.12
SW/PAVERS
29.93
SW/PAVERS
29.95
TC(DEP)
29.82
BC(DEP)
30.01
BC(DEP)
30.18
TC(DEP)
29.93
TC
29.93
BC
29.99
6IN UW
30.06
GRD
30.04
6IN UW-IX
30.08
WV
29.98
UE
29.92
BC
30.24
TC
30.22
LP
30.29
WV/UW
30.29
FH6792
30.19
TC
29.83
BC
30.18
ELEC. BOX
30.26
ELEC. BOX
30.18
ELEC. BOX
30.10
ELEC. BOX
30.14
TC(DEP)
29.77
BC(DEP)
30.43
PAVERS/EP
30.33
PAVERS/EP/CONC.
30.62
EP/CONC.
30.61
MW
30.45
MW
30.23
PAVERS/CONC.
30.20
PAVERS/CONC./EP
30.65
CONC./EP
30.74
UW
30.56
MW
30.20
UW
29.94
UE
30.19
GRD
29.81
TC
29.69
BC
29.86
GRD6816
29.70
WV/1IN UW
29.65
TC
29.56
BC
30.03
GRD
30.13
PAVERS/EP
30.17
UE
30.60
UE
30.80
GRD
30.88
BLDG ENG
30.76
GF
31.46
FF
30.93
GRD
30.78
EP
30.61
EP
30.59
EP
30.39
GRD
30.42
BLDG-1 ENG
30.88
SIGN .5X.5
30.39
BOLLARD
30.40
UE
30.26
CONC.6837
30.25
CONC.
30.01
CONC.
29.98
CONC.
30.24
UE
29.77
UE-IX
29.78
ELEC. BOX6843
29.76
ELEC. BOX
29.77
ELEC. BOX
29.69
ELEC. BOX
29.78
LP
29.84
UE
30.61
MW
30.21
GRD
30.00
PAVERS/EP
29.67
GRD
29.84
TC(DEP)
29.49
BC(DEP)
29.43
BC
29.83
TC
29.71
TC
29.32
BC
29.87
PAVERS/EP
30.27
GRD
30.43
GRD
30.20
SW/EP
30.05
SW/EP6865
29.82
SW/EP/PAVERS
SW/EP/PAVERS
29.75
UE
29.70
SIGN(NO PARK)
29.68
PAVERS
29.74
PAVERS
PAVERS/EP
10IN. UW
29.84
10IN. UW
30.06
1-10IN UW-IX
29.35
SW6968
29.57
SW
29.60
SW
29.39
SW
29.55
SW
29.76
TC
29.25
BC
29.78
1IN. UG
29.58
1IN. UG
29.48
UE
29.55
UE
29.65
ELEC. BOX
29.69
ELEC. BOX
29.57
ELEC. BOX
29.58
ELEC. BOX
29.51
12IN. UG
29.35
BC
29.79
TC
29.82
SW
29.86
SW
29.50
GRD
29.56
GRD
29.73
BLDG-4 ENG
29.78
LP
29.96
SW
29.75
SW
29.85
TC(DEP)
29.38
BC(DEP)
29.54
UE
30.15
SW/EP
30.00
EP
30.04
EP
30.11
WALL
30.09
WALL
29.69
WALL
29.41
BC
29.50
TC
30.02
SW/EP
30.30
SW/EP
30.49
SW/EP/PAVERS
30.38
EP
30.38
EP
30.12
GRD
30.23
SW/PAVERS
29.91
SW/PAVERS
29.66
GRD
29.46
GRD
30.06
TC(DEP)
29.63
BC(DEP)
29.72
BC
30.15
TC
30.31
SW/PAVERS
30.56
SW/PAVERS7020
30.58
SW/PAVERS
30.58
SW/PAVERS
30.34
SW/PAVERS
30.13
PAVERS
30.28
PAVERS
30.44
TRE6
30.69
TRE6
30.69
PAVERS ONL.
30.68
PAVERS ONL.
30.58
PAVERS
31.00
GRD
30.70
PAVERS
30.75
TC
30.28
BC
30.49
BC
30.99
TC
29.93
12IN UG
30.30
PAVERS
30.35
PAVERS
30.38
TC
29.93
BC
30.63
TRE67043
30.40
SW/PAVERS
30.42
SW/PAVERS
30.35
LP
30.31
LP7047
30.44
SW/PAVERS
30.36
SW/PAVERS
30.02
BC
30.36
TC
30.42
ELEC. BOX7052
30.45
ELEC. BOX
30.44
ELEC. BOX
30.40
ELEC. BOX
30.46
UE
30.45
STMH
30.65
SW/PAVERS
30.61
SW/PAVERS
30.58
SW/PAVERS
30.59
SW/PAVERS
30.65
TRE47062
30.64
PAVERS
30.21
BC
30.75
TC
30.75
INL. TOP7066
30.08
INL. GRATE
30.68
PAVERS
30.73
PAVERS
30.78
TRE6
30.58
SW/PAVERS
30.72
SW/PAVERS
30.58
PAVERS
30.68
TC
29.84
BC
30.36
TC
30.04
BC
30.06
GRD
30.10
UE
30.01
UE7080
30.17
GRD7081
30.16
GRD
30.43
TC(DEP)
30.08
BC(DEP)
30.07
BC(DEP)
30.55
TC(DEP)7086
30.57
TC
30.07
BC
30.28
BC
30.81
TC7090
30.80
TC(DEP)
30.33
BC(DEP)
30.40
BC(DEP)
30.82
TC(DEP)
30.69
SW
30.46
GRD
30.40
BC
30.79
TC
30.59
SIGN(NJT)
30.58
SIGN(NJT)
30.69
SOLID WHT.
30.14
SOLID WHT.
30.23
SOLID WHT.
30.78
SOLID WHT.
30.83
SOLID WHT.
30.29
SOLID WHT.
30.30
GRD
30.16
GRD
30.10
GRD
30.16
12IN. UG 7110
30.05
GRD
29.87
4+75 MAIN
30.00
5+00 MAIN
30.11
5+25 MAIN
30.03
UE
30.25
5+50 MAIN
30.38
5+75 MAIN
30.28
UE
30.43
DBL. YEL.
30.43
6+00 MAIN
30.40
UE
30.48
UE
30.34
UE
30.33
UE
30.32
UE
30.31
PSMH
30.37
SMH
30.41
6+25 MAIN
30.32
6-10IN UW-IX
30.04
6-6INUW-IX
29.94
UE
29.84
SW/PAVERS
30.28
SW/PAVERS
30.23
SW/PAVERS
29.89
SW/PAVERS
30.22
GRD
30.01
TC(DEP)
29.93
BC(DEP)
29.98
GRD
29.97
BC
30.23
TC
30.26
TC
29.97
BC
30.39
UE
30.30
UE
30.36
LP
30.25
UE
30.20
TC
29.90
BC
29.92
SOLID WHT.
30.15
SOLID WHT.
30.14
SOLID WHT.
30.10
SOLID WHT.
30.09
SOLID WHT.
30.09
SOLID WHT.
29.90
SOLID WHT.
29.83
SOLID WHT.
30.03
SOLID WHT.
30.04
SOLID WHT.
30.02
SOLID WHT.
30.16
1-10IN. UW-IX
30.12
WV/1IN UW
30.35
UE
30.22
ELEC. BOX
30.32
ELEC. BOX
30.36
ELEC. BOX7168
30.26
ELEC. BOX
29.77
BC
30.15
TC
30.74
PAVERS/GRAVEL
31.89
GRD
31.29
GRD
30.63
PAVERS/GRAVEL
30.17
TC
29.88
BC
30.22
PARK. METER
30.10
PAVERS
30.23
PAVERS7181
30.14
PAVERS
30.50
PAVERS/GRAVEL
30.19
WV/1IN. UW7184
30.05
TRE3
30.02
TRE3
30.11
PAVERS
30.20
PAVERS
30.19
PAVERS7189
30.11
PAVERS
30.17
PARK. METER
30.22
UE
30.17
GV/1IN UG7193
30.12
TC
29.67
BC
30.30
GRD
30.96
PAVERS/GRAVEL
31.13
PAVERS/GRAVEL
32.36
BLDG(D&D)
31.86
GRD
33.04
PAVERS
32.59
PAVERS
32.69
GRD
32.91
GRD
32.95
GRD
32.49
GRD
31.55
SW/PAVERS
31.51
SW
30.73
PAVERS
30.90
BC
31.48
TC
31.49
BC(DEP)
31.81
TC(DEP)
32.22
TC(DEP)
31.80
BC(DEP)
31.94
BC
32.34
TC
32.51
BLDG(D&D)/SW/PAV
32.91
FF
31.55
INL. COR
31.47
INL. COR
31.31
INL. COR
31.38
INL. COR
31.42
INL. GRATE
31.22
DRAIN
31.17
DRAIN
31.17
PAVERS/EP
31.19
PAVERS/EP
31.22
DRAIN
31.22
DRAIN
31.27
TC(DEP)
31.03
BC(DEP)
30.71
BC/PAVERS
30.79
TC/PAVERS
31.23
BC
31.17
BC
31.20
BC
31.57
TC
31.45
TC
31.89
TC
31.52
BC
31.35
GRD
31.37
GRD
31.04
LP
30.66
GRD
30.18
CO
29.97
UE7247
29.89
PARK. METER
29.91
WV/1IN UW
29.86
GV/1IN UG
29.87
GV 7251
29.48
SOLID WHT.
29.82
1-10IN. UW-IX
29.86
PAVERS
29.91
PAVERS
29.97
PAVERS7256
29.90
PAVERS
29.67
GRD
29.95
TC
29.48
BC
29.95
TC(DEP)
29.53
BC(DEP)
29.92
ELEC. BOX
30.10
ELEC. BOX
30.16
ELEC. BOX7265
29.96
ELEC. BOX
30.10
UE
29.68
TC
29.56
BC
29.70
GRD
29.55
BC(DEP)
30.01
TC(DEP)
30.02
GV/1IN UG
29.57
SOLID WHT.
29.86
SOLID WHT.
29.87
SOLID WHT.
29.86
SOLID WHT.
30.03
1-10IN UW-IX
29.88
SOLID WHT.
29.89
SOLID WHT.
29.89
SOLID WHT.
29.61
SOLID WHT.
30.13
WV/1IN UW
30.14
PARK. METER
30.23
LP
30.20
PAVERS
30.21
PAVERS7287
30.00
PAVERS
29.58
BC
30.07
TC
30.99
GRD
29.71
SOLID WHT.
29.95
SOLID WHT.
29.95
SOLID WHT.
29.94
SOLID WHT.
30.12
1-10IN UW-IX
29.83
SOLID WHT.
30.03
SOLID WHT.
30.03
SOLID WHT.
29.82
SOLID WHT.
30.08
SOLID WHT.
30.08
SOLID WHT.
30.09
SOLID WHT.
29.98
8+00 MAIN
30.09
7+75 MAIN
30.16
7+50 MAIN
30.23
7+25 MAIN
30.29
7+00 MAIN
30.37
6+75 MAIN
30.44
6+50 MAIN
30.40
DBL. YEL.
40.93
BLDG/WALL ENG
40.50
WALL ENG
30.41
SIGN(STOP)
30.43
SW/PAVERS
30.50
SW/PAVERS
30.68
PAVERS
30.74
TC
30.32
BC
30.87
SIGN(NJT)
31.06
LP
30.83
SIGN(STOP)
30.46
BC
30.94
TC
30.93
TC
30.45
BC
30.43
BC
30.90
TC
30.78
TC(DEP)
30.42
BC(DEP)
30.30
BC(DEP)
30.63
TC(DEP)
30.43
TC
30.31
BC
30.74
SW
30.23
BC
30.64
TC
30.42
TC
30.01
BC
29.98
STOP BAR
30.19
STOP BAR
29.99
BC(DEP)
30.34
TC(DEP)
29.91
BC(DEP)
30.28
TC(DEP)
30.02
GRD
30.00
GRD
30.27
SW/PAVERS
29.94
BC
30.28
TC 7353
30.31
STMH
30.36
TC
29.94
BC
29.88
BC
30.36
TC
30.26
LP
30.26
PAVERS
30.23
PAVERS
30.37
SW/PAVERS
30.40
SW/PAVERS
30.53
TRE5
30.60
TRE4
30.64
SW/PAVERS
30.56
SW/PAVERS
30.67
PAVERS
30.60
PAVERS
30.47
SIGN(HANDI)
30.61
MTL. POST
30.75
TRE67372
30.67
PAVERS
30.64
PAVERS
30.54
SW/PAVERS
30.67
SW/PAVERS
30.31
SW/PAVERS
30.31
SW/PAVERS
30.16
PAVERS
30.11
PAVERS
30.25
TRE4
30.27
ELEC. BOX
30.26
ELEC. BOX
30.20
ELEC. BOX
30.20
ELEC. BOX
30.24
TC
29.76
BC
30.10
PARK. METER
30.19
TRE5
30.06
PAVERS
30.07
PAVERS
30.26
SW/PAVERS
30.24
SW/PAVERS
30.46
SW/PAVERS
30.46
SW/PAVERS7395
30.65
TRE6
30.54
PAVERS
30.60
PAVERS
30.59
MTL. POST
30.47
MTL. POST
30.16
UE
30.08
TC
29.69
BC
30.10
TRE4
29.97
PAVERS
30.02
PAVERS
30.13
SW/PAVERS
30.16
SW/PAVERS
30.40
SW/PAVERS
30.38
SW/PAVERS
30.49
PAVERS
30.58
TRE5
29.91
TC
29.51
BC
29.88
PAVERS
29.87
PAVERS
29.89
PARK. METER
29.88
TRE47420
30.02
SW/PAVERS
30.05
SW/PAVERS
30.22
SW/PAVERS
30.24
SW/PAVERS
30.36
PAVERS
30.43
TRE5
30.23
MTL. POST
29.90
LP
29.79
TC
29.40
BC
29.85
TRE6
29.77
PAVERS
29.81
PAVERS
29.87
SW/PAVERS
29.89
SW/PAVERS
30.10
SW/PAVERS
30.12
SW/PAVERS
30.21
PAVERS
30.22
TRE4
30.14
PARK. METER
30.04
PARK. METER
30.23
TRE6
30.20
PAVERS
30.10
PAVERS
30.03
SW/PAVERS
30.01
SW/PAVERS
29.93
UE 7447
29.96
UE
29.81
SW/PAVERS
29.88
TRE8
29.27
BC
29.73
TC
29.66
PARK. METER
29.74
PAVERS
29.76
PAVERS
29.77
SW/PAVERS
30.04
TRE5
29.96
PAVERS
29.96
PAVERS
29.92
PARK. METER
29.94
SW/PAVERS
29.95
SW/PAVERS
29.87
ELEC. BOX
29.80
ELEC. BOX
29.87
ELEC. BOX
29.58
LP
29.48
SIGN(LITTER)
29.51
TC
29.11
BC
29.35
PAVERS
29.37
PAVERS
29.43
LP
29.66
TRE57476
29.52
SW/PAVERS
29.57
SW/PAVERS
29.73
SW/PAVERS
29.79
SW/PAVERS
29.79
PARK. METER
29.84
TRE4
29.88
PAVERS
29.78
PARK. METER
29.67
TRE3
29.81
PAVERS
29.77
PAVERS
29.64
SW/PAVERS
29.66
SW/PAVERS
29.64
UE
29.39
TC
28.94
BC
29.23
PAVERS
29.29
PAVERS
29.40
TRE47495
29.43
SW/PAVERS
29.45
SW/PAVERS
29.30
SW/PAVERS
29.32
SW/PAVERS
29.03
PAVERS
29.26
PAVERS
29.21
TC
28.65
BC7503
29.29
TRE5
29.32
MH(TELE.COM)UT
29.34
UT(DEAD)
29.31
STMH
29.43
UE7508
29.49
SW/PAVERS
29.57
SW/PAVERS
29.61
PARK. METER7511
29.66
PAVERS
29.66
TRE8
29.67
SW
29.54
SW
29.51
SW/PAVERS
29.58
PAVERS
29.74
SW
29.60
TC
29.12
BC
29.78
INL. TOP
29.14
INL. GRATE
29.75
SIGN(NO PARK)
30.02
SW
30.34
SW
29.96
TC
29.40
BC
29.36
ELEC. BOX7528
29.41
ELEC. BOX
29.48
ELEC. BOX
29.41
ELEC. BOX
29.25
LP(TRAFFIC)
29.25
INL. TOP
28.48
INL. GRATE
29.28
LP
29.51
UE
28.67
STOP BAR
29.29
12IN UG
29.52
1-12IN UG-IX
29.53
SOLID WHT.
29.52
SOLID WHT.
29.16
SOLID WHT.
29.28
SOLID WHT.
29.60
SOLID WHT.
29.61
SOLID WHT.
29.62
SOLID WHT.
29.68
1-12IN UG-IX
29.67
SOLID WHT.
29.78
SOLID WHT.
29.73
SOLID WHT.
29.39
SOLID WHT.
29.61
GV7552
29.53
SOLID WHT.
29.84
SOLID WHT.
29.85
SOLID WHT.
29.87
SOLID WHT.7556
29.76
1-12IN UG-IX
29.67
SOLID WHT.
29.95
SOLID WHT.
29.96
SOLID WHT.
29.86
1-12IN UG-IX
29.75
SOLID WHT.
30.03
SOLID WHT.
30.04
SOLID WHT.
30.05
SOLID WHT.
30.11
SOLID WHT.
30.13
SOLID WHT.
29.85
SOLID WHT.
30.23
SOLID BLUE
30.63
SOLID BLUE
30.65
SOLID BLUE/WHT
30.29
SOLID BLUE/WHT
30.20
BC
30.75
TC
30.67
TC
30.25
BC
30.33
SOLID WHT.
30.67
SOLID WHT.
30.66
SOLID WHT.
30.24
SOLID WHT.
30.10
SOLID WHT.
30.61
SOLID WHT.
30.49
SOLID WHT.
30.00
SOLID WHT.
30.07
BC
30.56
TC
30.42
TC
29.89
BC
29.87
SOLID WHT.
30.33
SOLID WHT.
30.26
SOLID WHT.
29.81
SOLID WHT.
29.73
BC
30.25
TC
29.75
SOLID WHT.
30.07
SOLID WHT.
29.97
SOLID WHT.
29.66
SOLID WHT.
29.54
SOLID WHT.
29.99
SOLID WHT.
29.57
BC
30.12
TC
30.01
TC
29.50
BC
29.49
SOLID WHT.
29.94
SOLID WHT.
29.89
SOLID WHT.
29.46
SOLID WHT.
29.88
TC
29.38
BC
29.39
SOLID WHT.
29.74
SOLID WHT.
29.64
SOLID WHT.
29.40
SOLID WHT.
29.58
SOLID WHT.
28.83
WV
28.95
1-12IN UG-IX
28.64
GV(BOX)
28.91
12IN UG(A.P.)
28.76
UE(A.P.)
28.87
UT
28.88
UT
29.38
TRAF. BOX
29.40
TRAF. BOX
29.37
TRAF. BOX
29.33
TRAF. BOX
29.35
UT
29.31
UT
29.34
UT
29.34
UT
29.36
UT
29.46
UT(A.P.)
29.34
MH
29.50
UE
29.34
UE7635
29.39
SIGN(CO RT)
29.43
WV/1IN UW
29.38
TC
28.86
BC
28.74
BC
29.33
TC
29.43
GRD
29.61
BLDG-200 ENG
29.96
FF
29.06
UE-IX
29.39
STOP BAR
29.40
DBL. YEL.
29.21
8+75 MAIN
29.42
8+50 MAIN
29.79
8+25 MAIN
29.60
UE
29.86
UE
30.09
UE
30.31
UE
30.23
INL. TOP
29.69
INL. GRATE
30.15
TC(DEP)
29.77
BC(DEP)
30.22
PAVERS
30.29
SW/PAVERS7661
30.31
SW/PAVERS
30.35
SIGN(STOP)
29.84
UE
30.00
UE 7665
30.52
GRD
30.88
BLDG-115 ENG
30.49
FF
29.95
MH
29.93
UT(DEAD)
29.95
UT
29.86
UE7672
29.74
LP
29.79
SIGN(SPEED,N/P)7674
29.76
TC
29.32
BC
29.34
SOLID WHT.
29.54
SOLID WHT.
29.56
SOLID WHT.
29.81
UE-IX
30.25
UE
30.25
DRAIN
30.21
DRAIN
30.25
DRAIN
30.34
GRD
30.23
GRD
30.39
BLDG-115 ENG
30.52
BLDG-117 ENG
29.68
UE7690
29.59
GV/1IN UG
29.59
WV/1IN UW
29.62
TC
29.17
BC
29.44
TRE4
29.57
PAVERS
29.69
PAVERS
29.71
PAVERS7698
29.61
PAVERS
29.75
WV/1IN UW
29.47
1-10IN UW-IX
29.33
1-10IN UW-IX
29.60
UE(A.P.)
29.33
LP
29.48
SIGN(PEDX)
29.51
MH(UT-IX)
31.55
FF
30.83
FF
30.63
FF7709
30.02
GRD
30.49
BLDG-117/119 ENG
30.41
BLDG-117/119 ENG
29.99
GRD
30.58
STEP(1)7714
30.56
STEP(1)
30.65
STEP(1)
29.96
GRD
29.63
LP(TRAFFIC)UT
29.56
TRAF. BOX/UT-IX
29.60
TRAF. BOX/UT-IX
29.56
TRAF. BOX/UT-IX
29.52
TRAF. BOX/UT-IX
29.53
SW/PAVERS
29.53
SW/PAVERS
29.40
SW/PAVERS
29.47
SW/PAVERS
29.05
UT7727
28.92
UT
29.44
INL. TOP
28.77
INL. GRATE
29.49
TC
29.02
BC
29.01
GRD
29.07
PED X-ING
29.17
PED X-ING
29.06
BC(DEP)
29.65
TC(DEP)
29.46
TC(DEP)
28.86
BC(DEP)
28.98
BC
29.13
TC
29.71
TC
29.10
BC
29.22
BC
29.69
TC
29.66
SW/PAVERS
30.00
SW/PAVERS
29.76
SIGN(NO STOPPIN)
29.74
MH(UT-IX)
29.24
UT
29.24
STOP BAR
29.82
UT
29.90
FH
29.22
WV/UW
29.43
UW-IX
30.17
TC
29.50
BC
30.17
MH(UT-IX)
29.61
UT
30.27
GRD
30.52
GRD 7761
30.50
TC
30.04
BC
30.55
MH(UT-IX)
30.12
UT
30.61
GRD
30.85
BLDG-119 ENG
30.64
SW/EP ONL.
30.63
SW/EP ONL.
30.64
SW
30.61
SW
31.06
BLDG ENG
30.32
GRD
30.60
TC(DEP)
30.11
BC(DEP)
30.25
BC(DEP)
30.76
TC(DEP)
30.38
GRD
30.87
GRD 7779
30.81
TC
30.34
BC
30.67
BC
31.15
TC
31.40
SW
31.43
SW
32.03
FF
31.67
GRD
32.04
BLDG ENG
30.99
1+00 MOUNT.
31.07
GRD(CL)
30.71
GRD(CL)
30.66
0+75 MOUNT.
30.36
0+50 MOUNT.
30.45
GRD(CL)
30.14
STMH
29.88
0+25 MOUNT.
29.94
GRD(CL)
29.62
GRD(CL)
29.56
0+00 MOUNT.
29.55
DBL. YEL.
29.56
STOP BAR
29.44
SMH
29.32
GRD(9+00)
29.27
WV7804
29.25
STMH
29.23
PSMH(UE-IX)
29.22
6-10IN UW-IX
29.21
1-10IN UW-IX
29.08
STMH
29.12
PED X-ING
29.23
PED X-ING
29.23
PED X-ING
29.19
PED X-ING
30.08
GRD
30.18
BLDG-201 ENG
30.43
BLDG-201 ENG
30.38
GRD
30.66
BLDG-201
31.10
BLDG-201
30.85
SOLID WHT.
31.16
SOLID WHT.
31.15
SOLID WHT.
30.93
SOLID WHT.
30.91
SOLID WHT.
30.62
SOLID WHT.
31.26
GRD
31.47
SW
31.13
TC
30.66
BC
30.94
SIGN(N/P,PED.)
30.33
BC
30.82
TC
30.92
GRD
30.61
GRD
30.53
TC
30.05
BC
30.33
SIGN(SPEED)
30.48
GRD
30.20
TC
29.62
BC
29.99
UP#E61267BB
29.88
TC
29.44
BC
29.76
SW/PAVERS
30.16
SW/PAVERS7845
29.57
SW/PAVERS
29.79
SW/PAVERS
29.81
SW/PAVERS
29.40
SW/PAVERS
29.51
MH(UT-IX)
29.64
LP(TRAFFIC)UT-IX
29.58
TRAF. BOX(UT-IX)
29.75
TRAF. BOX(UT-IX)
29.68
TRAF. BOX(UT-IX)
29.51
TRAF. BOX(UT-IX)
29.19
TC
29.08
BC
29.14
BC(DEP)
29.66
TC(DEP)
29.53
TC(DEP)
29.10
BC(DEP)
29.41
INL. TOP
29.00
INL. GRATE
29.08
STOP BAR
29.13
36IN. UTELE.
29.14
UE-IX
30.26
UE
30.49
FF
29.62
MTL. POLE
29.08
GRD(9+25)
29.57
TC
29.07
BC
29.58
LP
29.61
TC
29.15
BC
30.29
GRD
30.53
FF
29.65
PAVERS7878
29.58
PAVERS
29.59
PAVERS
29.69
PAVERS
29.44
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