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FLOODWALL
N
60’
SCALE:1"= 30’
0 30’
B-103
M A
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M A
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P R of Engineers
US Army Corps
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N E
W Y
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A R
M Y E
N G
IN
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IS
T R
IC
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NUMBER
REFERENCE
SHEET
M A
Y
N Y
D
B O
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
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SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
CB
C B
M H
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13"(D)
CONC. CURB
C
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INV 32.52
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RIM
40.1
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GR 38
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4’
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V
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F
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B C
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6’ W
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N
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X
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X
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Woods
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1.64
FF
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1.5
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U
W L A
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B T
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INV 34.82
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INV 32.90 (IN)INV 32.70 (OUT)
INV 33
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(IN)
INV 33
.01 (
OUT)
P
INV
32.68 (O
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INV
37.4
3 (IN)
INV
.32 (IN)
8"
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INV 3
5.03
INV 3
5.65
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20’ JOINT MEETING SEWER R.O.W.
S A
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+0
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15+00
16+00
17+00
18+00
LEGEND
BORINGS PERFORMED BY URS (2010)
BORINGS TO BE PERFORMED BY URS
PREVIOUS BORINGS BY OTHERS (1973)
B-9
B-8
N
,8
N
,95
E
,0
,6
E
,0
,7
E
,0
,9
E
,0
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N
,10
N
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N
,8
E
,0
,2
E
,0
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E
,0
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E
,0
,4
E
,0
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N
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N
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,0
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N
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N
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N
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N
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CONC. CURB
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20’ JOINT MEETING SEWER R.O.W.
D R
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S A
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28.7
28.9
29.4 29.8
29.9
31.6
31.8
32.1 32.1
32.3
32.4
32.5
35 35
40.2 40.2
40.2
40.4 40.4
40.5
40.8
40.8
40.8
40.8
40.9
41.4
41.6
41.8
42.1
42.4
44.7
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
LEVEE
GL-4
PUMP STATION
N
60’
SCALE:1"= 30’
0 30’
B-104
M A
T C
H L
A
E
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M A
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H L
A
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N E
W Y
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A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
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SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
S-1
B-1 B-2
B-4 B-3
S-2
B-10 B-11
S-3
S-4
B-12
LEGEND
BORINGS PERFORMED BY URS (2010)
BORINGS TO BE PERFORMED BY URS
PREVIOUS BORINGS BY OTHERS (1973)
B
C B C
B
MH
MH
Post
Post Post
Post Post
Post
Post
W
W
W
W
W
W
W
G V
W
W
M H
M H
W
G V
W
MH
MH
CB
CB
MH
W
CO
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8"(D)
16"(D)
13"(D)
D
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INV 35.59
(IN)
INV 30.91
RIM 39.1
INV N.A.
RIM 39.2
G R
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IN
V
.5
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IN
V
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GR 44.67
INV 30.79
(IN)
S
6" WATER
4" GAS
15" RCP
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.9
42" RCP
T E
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RIM 38.1
INV N.A.
RIM 38.1
INV 29.97
INV 35.65
GR 37.85
42" RCP
8" VCP
RIM 44.
INV N.A.
INV 37.48
RIM 43.
INV 31.99
RIM 39.86
O/PIPE
INV 30.50
24" RCP
INV 30.67
O/PIPE
INV 37.08
O/PIPE
I/PIPE
INV 36.79
12" RCP 12" RCP
INV 36.72
O/PIPE
I/PIPE
INV 36.14
6" PVC
T E
R
T E
R
T E
R
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INV 36.61
12" RCP
12" RCP
INV 30.69
OUT
RIM 38.9
INV 35.10
IP
IN
V
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IN
V
.12
INV 34.11 IN
V
.6
IN
IN
V
.5
IN
IN
V
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30"(D)
30"(D)
7"(D) 26"(D)
16"(D)
40"(D)10"(D)
15"(D)
B
D
19"(D)
(CAN’T OPEN)
INV 33.61
O/PIPE
INV 35.48
(OUT)
15"RCP
P
INV 35.71 (
OUT)
INV 36.01 (
IN)
O/PIPE
INV 31.96
(CAN’T OPEN)
(CAN’T OPEN)
V C
P
8" VCP
42" RCP
P
6" WATER
WATER METER
ABUTMENT
ABUTMENT
1733GBT
BT444GRB
W O
K
N C
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6’ WOOD PICKET
6’ WOOD PICKET FENCE
W O
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W O
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W O
K
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15"(D)
TRIPLET
INV.
.64
INV.
.29
EDGE OF DECK
NO#
NO#
U P
M B
U P
G B
G B T
G U
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61486GBT
61762GB
61487GBT
61488GBT
E
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E
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E
,0
,3
Woods
Wetland L imits
Woods
Woods
Woods
RIM 39.00
INV XX.XX
.1
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.9
.2
.2
.9
.5
.1
IN
V.
9.
IN
V.
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VERITCAL PIPE
W
ATER
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P
P
IC
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E
W O
INV. 33.44
15" RCP
XX
X
X
X
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
S A
N
IT
A
W
S E
M E
N T
(50’ R.O.
W.)
R .O .W
EXISTING LINE
EXISTING LINE
E X
IS
T
E
E X
IS
T
E
LOT 3
LOT 4 LOT 5
LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
Iron Pipe (fd.)
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
CB
CB
CB
19+00
21+00
22+00
23+00
24+00
25+00
S L
O P
E S
L O
P E
E
,0
,3
E
,0
,5
E
,0
,6
N 638,250
N 638,400
N 638,100
N 637,800
N 637,800
N 637,650
E
,0
,0
E
,0
,2
N 637,950
E
,0
,5
E
,0
,3
E
,0
,2
E
,0
,0
N 637,950
N 638,100
N 638,250
E
,0
,9
E
,0
,7
E
,0
,9
D
C B
C B
C B
CONC. CURB
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
G A
T E
C O
N C
C U
T T
E R
G R
E E
N B
R O
K
A D
FLOW
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
(50’ R.O.
W.)
R .O .W
EXISTING LINE
EXISTING LINE
E X
IS
T
E
E X
IS
T
E
LOT 3
LOT 4 LOT 5
LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
Iron Pipe (fd.)
GREEN BROOK
GREENBROOK ROAD EAST
31.0
31.2
31.2
31.3
31.6
31.6
31.8
31.8
31.8
31.8
31.9
32.1
32.1
32.2
32.2
32.2
32.4
32.4
32.4
32.5
32.6
32.7
32.7
32.8 32.9
33.6
33.7
33.7
33.8
34.1
34.5
35.1
37.4
37.9
37.9
38.1 38.3
38.3
38.438.7
39.6
40.2
40.2
40.5
40.5
40.5
40.9
40.9
41.8
42.6
43.2
43.4
43.5
43.6
44.2
Submitted by:
N
60’
SCALE:1"= 30’
0 30’
B-105
M A
T C
H L
A
E
E T B -1
S T
A T
O S
T A
L E
V E
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B O
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IN
G L
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A T
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N P
L A
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V .N
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S O
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N N
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A M
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D W
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D B
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D E
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IG
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D B
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D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
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S U
B M
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D B
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P L
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A T
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D A
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M A
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D E
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N A
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D A
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C O
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R A
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D :5
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A
M
P L
O T
T E
D B
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O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
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A M
A G
E
G B S
E B
R N
G S
E G B
B -1
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F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
B .d g n
:5
:0
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
MH
MH
MH
W
W
W
(CAN’T
OPEN)
8" VCP
42" R
CP
15"
RCP
INV 33
.83
GRAVEL
ROAD
9GBT
964GBT
61490GBT
NO#
P---9-6M--
61491GBT
61493GBT
N 638,100
N 638,250
N 638,400
N 638,550
N 638,100
N 638,250
N 638,400
N 638,550
Wetlan d Lim its
P
RIM 35.07
VERITCAL PIPE
WATER
LOT 20
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
26+00
27+00
28+00
S L
O P
E S
L O
P E
SLOPE
4:1
SLOPE
5:1
B-13
DH-14
DH-13
LEGEND
BORINGS PERFORMED BY URS (2010)
BORINGS TO BE PERFORMED BY URS
PREVIOUS BORINGS BY OTHERS (1973)
N 638,550
N 638,100
N 638,250
N 638,400
N 638,550
N 638,700
E
,0
,9
E
,0
,1
E
,0
,2
E
,0
,6
E
,0
,5
E
,0
,3
N 638,400
N 638,250
N 638,100
N 637,950
E
,0
,6
E
,0
,9
E
,0
,5
E
,0
,3
E
,0
,1
E
,0
,8
E
,0
,8
LOT 20
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
GREEN BROOK
30.5
30.7
30.79
30.82
30.86
30.86
30.9
30.93
30.93
30.98
30.99
31.00
31.00
31.01
31.02
31.02
31.02
31.03
31.03
31.03
31.03
31.04
31.09 31.09
31.08
31.08
31.08
31.10
31.10
31.11
31.11
31.11
31.11
31.12
31.1
31.1
31.21
31.2
31.26
31.26
31.29
31.34
31.35
31.39
31.40
31.40 31.40
31.42
31.43
31.53
31.58 31.60
31.60
31.60
31.60
31.62
31.62
31.63
31.65
31.66
31.66
31.66
31.66
31.65
31.68
31.68
31.7
31.69
31.69
31.72
31.72
31.72
31.72
31.74
31.76
31.76
31.77 31.77
31.8
31.81
31.85
31.9
31.86
31.9
31.88
31.94
32.03
32.1
32.12
32.17
32.20
32.2
32.24
32.3
32.26
32.38
32.42
32.41
32.59
32.6
32.7
32.8
32.8
32.8
32.9
33.1
33.2
33.2
33.24
33.5
33.6
33.7
33.7
33.7
33.7
33.83 33.93
34.08
34.2
34.2
34.3
34.3
34.37
34.6
34.64
34.65
34.7
35.07
35.2
35.4
35.57
36.1
36.66 36.71
36.75 37.65
37.7
37.7 37.7
37.81
MH
37.8 37.8 37.9
37.98
38.04
38.1
38.17
38.19
38.3 38.3
38.71
38.73
38.99
39.08
39.17
39.58
40.1 40.2
40.4
40.8
/2
/2
A M
E N
D M
E N
T R
E V
IS
E B
O R
IN
G L
O C
A T
IO
N
A
M E
N D
M E
N T R
E V
C O
N T
W O
R K ’G A
R E
A /1
/2
Submitted by:
60’
SCALE:1"= 30’
0 30’
O .G .M
EDGE OF FLOODWALL SLAB
W .S
LIMIT OF CONTRACTORS WORKING AREA
S T
A T
O S
T A
F L
O O
D W
A L L P
L A
N
(SEE SHEET C-506)
DRAINAGE STRUCTURE NO. 6
(SEE SHEET C-507)
NOS. 7 AND 8
DRAINAGE STRUCTURE
T-WALL FLOODWALL
REMOVE STEPS
S H
E E
T C -1
S T
A . 1
T C
H L
E E
T C -1
S T
A
T C
H L
C-103
.U
T .C .M
AND STRUCTURAL SHEETS.
SHEETS C-501 THROUGH C-509
FOR DRAINAGE STRUCTURES, SEE CIVIL
SHEETS.
FOR FLOODWALL, SEE STRUCTURAL
MANUFACTURER’S RECOMMENDATIONS.
INSTALLED IN ACCORDANCE WITH
AS DIRECTED BY COR. GATE TO BE
WITH IN-KIND DOUBLE LEAF SWING GATE
PERPENDICULAR TO FLOODWALL AND REPLACE
PERMANENTLY REMOVE ALL FENCE
DIRECTED BY COR.
FURTHER. REPLACE BEYOND ABOVE LIMIT AS
OR TOP OF DRAINAGE DITCH WHICH EVER’S
TO FLOODWALL WITHIN 15 FEET OF WALL
PERMANENTLY REMOVE ALL FENCE PARALLEL
CONTRACTOR’S WORKING AREA
REMOVE FENCE AS REQUIRED WITHIN
NOTES:
5.
4.
3.
2.
1.
FENCE W/ VINYL CLADDING
EXIST. 5’ FT CHAIN LINK
(SEE SHEET C-202)
(3) 30" RCP AS RED’D
IN PLACE. REMOVE AND PLUG
PARSA SEWER LINE ABANDONED
APPROXIMATE LOCATION OF
INV. OUT 29.30
(EX. 24")
RIM 36.0
MH No.1
@ 0.8%
/1
/2
A M
E N
D M
E N
T R
E V
C O
N T
W O
R K ’G A
R E
A
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:4
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C -1
F
L W .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
C
F L
W .d g n
:5
:4
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
M H
M.B.
P ost
P ost G
V G
VCB
CONC. CURB
P
INV 32.52
O/PIPE
RIM
40.1
5 GR 38.62
GR 38
.86
4’
VIN
YL
FENCE
V
IN
N C
E
V
IN
B C
E
W O
K
N C
E
6’ W
OOD
PI
CKET
FENCE
WEIS
S
DRIV
E
GREEN BROOK
X
X
X
X
X
Woods
Woods
FF
1.64
FF
1.4
FF
1.5
FF
1.5
FF
1.3
1378GBT
B T G R B
15" RCP
INV 34.82
P
INV 32.90 (IN)INV 32.70 (OUT)
INV 33
.06
(IN)
INV 33
.01 (
OUT)
P
INV
32.68 (O
UT)
INV
37.4
3 (IN)
INV
.32 (IN)
8"
VCP
INV 3
5.03
INV 3
5.65
8"
VCP
20’ JOINT MEETING SEWER R.O.W.
S A
N
IT
A
W
S E
M E
N T
91.54
.6
9?
80.6
80.69
D R
A
IN
A
.W lot 21 lot 20 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W lot 19
+0
+0
15+00
16+00
17+00
18+00
D
N
,8
N
,95
E
,0
,6
E
,0
,7
E
,0
,9
E
,0
,0
E
,0
,2
N
,10
N
,95
N
,8
E
,0
,2
E
,0
,6
E
,0
,7
E
,0
,4
E
,0
,3
N
,65
N
,5
E
,0
,4
N
,3
N
,3
N
,65
N
,5
,9
E
,0
,0
CONC. CURB
WEIS
S
DRIV
E
GREEN BROOK
20’ JOINT MEETING SEWER R.O.W.
D R
A
IN
A
.W lot 21 lot 20 lot 19 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W
28.7
28.9
29.4 29.8
29.9
31.6
31.8
32.1 32.1
32.3
32.4
32.5
35 35
40.2
40.2
40.4 40.4
40.5
40.8
40.8
40.8
40.8
LINED SWALE
3’ WIDE GRASS
41.4
41.6
41.8
42.1
42.4
44.7
Submitted by:
WIDE BOTTOM
SWALE 3’
GRASS-LINED
N
60’
SCALE:1"= 30’
0 30’
C-104
O .G .M
S H
E E
T C -1
S T
A
T C
H L
.S
LIMIT OF CONTRACTORS WORKING AREA
M A
T C
H L
IN
E S
T A . 1
S
H E
E T C -1
TOP OF LEVEE
GL-4 PUMP STATION
FLOODWALL
GL-4 CONTROL BUILDING
S T
A T
O S
T A
F L
O O
D W
A L L A
N D L
E V
E E P
L A
N
MATCH LINE SHEET C-106
(SEE SHEET C-508)
DRAINAGE STRUCT. NO. 9
(SEE SHEET C-509)
DRAINAGE STRUCTURE NO. 10
AND STRUCTURAL SHEETS.
SHEETS C-501 THROUGH C-509
FOR DRAINAGE STRUCTURES, SEE CIVIL
SHEETS.
FOR FLOODWALL, SEE STRUCTURAL
MANUFACTURER’S RECOMMENDATIONS.
INSTALLED IN ACCORDANCE WITH
AS DIRECTED BY COR. GATE TO BE
WITH IN-KIND DOUBLE LEAF SWING GATE
PERPENDICULAR TO FLOODWALL AND REPLACE
PERMANENTLY REMOVE ALL FENCE
DIRECTED BY COR.
FURTHER. REPLACE BEYOND ABOVE LIMIT AS
OR TOP OF DRAINAGE DITCH WHICH EVER’S
TO FLOODWALL WITHIN 15 FEET OF WALL
PERMANENTLY REMOVE ALL FENCE PARALLEL
CONTRACTOR’S WORKING AREA
REMOVE FENCE AS REQUIRED WITHIN
NOTES:
5.
4.
3.
2.
1.
R .U
T .C .M
LEVEE TOE SWALE
2’ WIDE VEGETATED
EL. 49.50
PVI STA. 20+60
EL. 49.50
PVI STA. 21+80
EL. 49.60
PVI STA. 24+63.48
TOP OF FENCE TO BE SET 48" ABOVE GROUND
CONSTRUCT NEW FENCE ADJACENT TO WALL
SLAB
EDGE OF FLOODWALL
SECTION
TO FLARED END
TRANSITION SWALE
@ 1.0%
20 LF 24" RCP
ADJACENT TO BRIDGE PARAPET
ABUTMENT FENCE POST
ABANDON 24" PIPE
IN HEADWALL AND
PLUG EXIST OPENING
STA. 18+96.50
BEGIN FENCE
STA. 20+61.70
END FENCE
TOP OF FENCE 48" ABOVE GROUND
NEW FENCE ADJACENT TO WALL
INV 33.50
FES
TRENCH DRAIN
8" x 12’
INV. OUT 30.00
INV. IN 30.10
RIM 39.0
MH No.2
REMOVE EXISTING INLET AND PLUG LINE
PLUG EXIST. OUTLET PIPE
INV. OUT 31.00
INV. IN 31.1– (EX 24")
GRATE EL. 45.35
’B’ INLET ON EX. 24" PIPE
SCOUR HOLE INV. 27.00
INV. OUT 29.00
FLAP VALVE
@ 2.0%
22 LF 6" PVC
TO NEW GRADE
RESET EXIST. INLET
INTO EXISTING INLET
SCOUR HOLE INV. 30.25
INV. OUT 32.00
HEADWALL
FES INV. IN 32.00
/2
/2
A
M E
N D
M E
N T A
D D R
E V
IS
E C
A L L O
U T S
A
M E
N D
M E
N T R
E V
C O
N T
W O
R K ’G A
R E
A /1
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:0
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C -1
L E
V .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
C
L E
V .d g n
:5
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
C B
CB
C B
C B
MH
Post Post
Post
Post
W
W
W
W
W
W
W
CB
C B
CB
CB
CB
PAVED DWY.
B
IT
U M
P A
V E
M E
N T
B
IT
U M
P A
V E
M E
N T
8"(D)
16"(D)
13"(D)
C O
N C
S
ID
E W
A L
K
G R
.9
IN
V
.5
O U
T
IN
V
.9
G
R
.9
GR 44.67
INV 30.79
(IN)
S
15" RCP
P
10" CIP
R
IM
.9
T E
R
RIM 44.
INV N.A.
24" RCP
INV 30.67
O/PIPE
PAVED DWY.
PAVED DWY.
T E
R
T E
R
T E
R
INV 30.69
OUT
RIM 38.9
INV 35.10
IN
V
.1
IN
V
.12
INV 34.11
RIM 37.81
INV 36.62
IN
V
.6
IN
IN
V
.5
IN
IN
V
.6
IN
GR 41.30
INV 32.60 (OUT)
IN
V
.3
O
U T
G R
.5
C O
N C
S
ID
E W
A L
K
12" C M P
INV 32.98 (12")
18" RCP
IN
V
.4
IN
INV 32.62 (IN)
30"(D)
30"(D)
7"(D) 26"(D)
16"(D)
40"(D)
9"(D)
10"(D)
15"(D)
15"(D)
B
10"
ASB.
D
19"(D)
(CAN’T OPEN)
INV 33.61
O/PIPE
INV 31.96
C O
N C
S
ID
E W
A L
K
ABUTMENT
ABUTMENT
OLD
BIT
. P
AVE
G A
T E
1733GBT
BT444GRB
V
IN
N C
E
W O
K
N C
E
6’ WOOD PICKET
CONC. C
URB & GUTTER
C O
N C
C U
T T
E R
6’ WOOD PICKET FENCE
W O
K
N C
E
6’ IRON FENCE
W O
K
N C
E
STARLIT
DRIV
E
W O
K
N C
E
15"(D)
TRIPLET
INV.
.64
INV.
.29
EDGE OF DECK
UP61463
UP61464MX
U P
NO#
NO#
U P
M B
U P
G B
G B T
G U
Y P
O
LE
61483GBT
61486GBT
Woods
Wetland L imits
Woods
Woods
Woods
RIM 39.00
INV XX.XX
.1
.5
.9
.2
.2
.9
.5
.1
IN
V.
9.
IN
V.
0.
CHAMBER
VERITCAL PIPE
W
ATER
GR 37.66
GR 36.97
P
GR 37.2
15"
CMP
P
P
IC
K
N C
E
W O
A S
B T
DRAIN
8" ASBT.10"
ASB.
GR 37.66
INV 34.40
(IN)
INV 34.31
(OUT)
IN
V
.3
IN
IN
V
.0
7INV 33.9
IN
V
.9
XX
X
X
X
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
S A
N
IT
A
W
S E
M E
N T
R .O .W
E X
IS
T
E
E X
IS
T
E
EXISTING LINE
LOT 3
LOT 4 LOT 5 LOT 6LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
Iron Pipe (fd.)
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
CB
CB
CB
GREENBROOK
19+00
21+00
22+00
23+00
24+00
25+00
S L
O P
E S
L O
P E
W
E
,0
,3
E
,0
,5
E
,0
,6
N 638,250
N 638,400
N 638,100
N 637,800
N 637,800
N 637,650
E
,0
,0
E
,0
,2
N 637,950
E
,0
,5
E
,0
,3
E
,0
,2
E
,0
,0
N 637,950
N 638,100
N 638,250
E
,0
,9
E
,0
,7
E
,0
,9
D
C B
C B
C B
G R
E E
N B
R O
O K R
O A
D
8 4
X
X
X
H
P
X
L.P.
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
G A
T E
CONC. C
URB & GUTTER
C O
N C
C U
T T
E R
G R
E E
N B
R O
A D
STARLIT
DRIV
E
FLOW
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
R .O .W
E X
IS
T
E
E X
IS
T
E
EXISTING LINE
LOT 3
LOT 4 LOT 5 LOT 6LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
Iron Pipe (fd.)
GREEN BROOK
RCP @ 0.87%
31.0
31.2
31.2
31.3
31.6
31.6
31.8
31.8
31.8
31.8
31.9
32.1
32.1
32.2
32.2
32.2
32.4
32.4
32.4
32.5
32.6
32.7
32.7
32.8 32.9
33.6
33.7
33.7
33.8
34.1
34.5
SCOUR HOLE
35.1
37.9
37.9
38.3
38.5 38.6
39 39.2
39.3
40.2
40.2
40.5
40.5
40.9
42.6
43.2
43.4
43.6
44.2
5% 16.7%
40.3
RCP @ 0.62%
Submitted by:
CHECK DAM (TYP.)
TEMPORARY STONE
N
60’
SCALE:1"= 30’
0 30’
CG103
O .G .M
S H
E E
T C
G
S T
A . 1
T C
H L
E E
T C
G
S T
A
T C
H L
S T
A T
O S
T A
E R
O S
IO
N C
O N
T R
O L P
L A
N
LIMIT OF CONTRACTORS WORKING AREA
EDGE OF FLOODWALL SLAB
FLOODWALL
DRAINAGE STRUCTURE NO. 6
DRAINAGE STRUCTURE NO. 7
DRAINAGE STRUCTURE NO. 8
(TYP.)
2:1 SIDE SLOPES TO EX.
2’ WIDE BOTTOM RIP RAP SWALE
(TYP.)
2:1 SIDE SLOPES TO EX.
MIN. COVER 2’
RIP RAP PROTECTION OVER PIPE
T .C .M
R .U
SEE SHEET CG502
SILT FENCE(TYP.)
SEE SHEET CG503
INLET PROTECTION
2.
1.
N-140 OR EQUIV. (TYP.)
NON-WOVEN FILTER FABRIC MIRAFI
4" OF THE GROUND SURFACE WITH
WRAPPED UP SIDE EDGES TO WITHIN
2’ THICK, TO BE UNDERLAIN AND
ALL RIP RAP IS D50 = 12" PLACED
WHEN NO LONGER REQUIRED.
AND SHALL BE REMOVED BY CONTRACTOR
PERMANENT VEGETATION ARE TEMPORARY
MEASURES EXCEPT RIP RAP AND
ALL SEDIMENT AND EROSION CONTROL
NOTES:
/2
/2
A M
E N
D M
E N
T A
D D T
E M
P
D A
M N
O T
E
/1
/2
A M
E N
D M
E N
T R
E V
C O
N T
W O
R K ’G A
R E
A
A N
D S
IL
T F
E N
C E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C G
F
L W .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
C G
F L
W .d g n
:5
:3
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
M H
M.B.
P ost
P ost G
V G
VCB
CONC. CURB
P
INV 32.52
O/PIPE
RIM
40.1
5 GR 38.62
GR 38
.86
4’
VIN
YL
FENCE
V
IN
N C
E
V
IN
B C
E
W O
K
N C
E
6’ W
OOD
PI
CKET
FENCE
WEIS
S
DRIV
E
GREEN BROOK
X
X
X
X
X
Woods
Woods
FF
1.64
FF
1.4
FF
1.5
FF
1.5
FF
1.3
1378GBT
B T G R B
15" RCP
INV 34.82
P
INV 32.90 (IN)INV 32.70 (OUT)
INV 33
.06
(IN)
INV 33
.01 (
OUT)
P
INV
32.68 (O
UT)
INV
37.4
3 (IN)
INV
.32 (IN)
8"
VCP
INV 3
5.03
INV 3
5.65
8"
VCP
20’ JOINT MEETING SEWER R.O.W.
S A
N
IT
A
W
S E
M E
N T
91.54
.6
9?
80.6
80.69
D R
A
IN
A
.W lot 21 lot 20 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W lot 19
+0
+0
15+00
16+00
17+00
18+00
D
N
,8
N
,95
E
,0
,6
E
,0
,7
E
,0
,9
E
,0
,0
E
,0
,2
N
,10
N
,95
N
,8
E
,0
,2
E
,0
,6
E
,0
,7
E
,0
,4
E
,0
,3
N
,65
N
,5
E
,0
,4
N
,3
N
,3
N
,65
N
,5
,9
E
,0
,0
CONC. CURB
WEIS
S
DRIV
E
GREEN BROOK
20’ JOINT MEETING SEWER R.O.W.
D R
A
IN
A
.W lot 21 lot 20 lot 19 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W
27.37
27.45
27.45
27.80
27.94
28.01
28.01
28.7
28.80
28.9
28.94
29.4 29.8
29.82
29.9
29.91
30.06
30.18
30.24
30.29
30.36
30.45
30.70
30.73
30.81
30.84
31.04 31.10
31.19
31.22
31.57
31.6
31.8
32.01
32.08
32.1 32.1
32.09
32.19
32.3
32.28
32.4
32.35
32.40
32.45
32.5
32.51
32.52
32.52
32.61
32.65 32.75
32.88
33.05
33.29
33.48 33.89
34 34.38
34.54
34.82
34.94
35 35
35.00
35.74 35.89
36.04
36.07
36.20
36.34
3838 38.48
38.53
38.62
38.83
38.86
39.13
39.14
39.19
39.20
39.72
39.78
39.94
40.03
40.15
40.2 40.20
40.2
40.22
40.4 40.4
40.40
40.5
40.60
40.69
40.74
40.8
40.8
40.8
40.8
40.93
41.00
41.12
41.18
41.23 41.26
41.30
41.4
41.46
41.54 41.55
41.6
41.64
41.8
42.1
42.4
44.7
Submitted by:
MAX. 3H:1V SIDE SLOPES
GRADE TO EX SHOWN - TOP EL 32.0
7’WX10.5’L FLAT BOTTOM AT EL. 30.25
D50 = 6" PLACED 12" THICK
RIP RAP SCOUR HOLE
MAX. 3H:1V SIDE SLOPES
GRADE TO EX AS SHOWN
AT EL. 30.3
4’WX6’L FLAT BOTTOM
D50 = 12" PLACED 2’ THICK
RIP RAP SCOUR HOLE
MAX. 3H:1V SIDE SLOPES
GRADE TO EX AS SHOWN
8’WX12’L FLAT BOTTOM AT EL. 27.0
D50 = 12", PLACED 2’ THICK
RIP RAP SCOUR HOLE
2.
1.
N-140 OR EQUIV. (TYP.)
NON-WOVEN FILTER FABRIC MIRAFI
4" OF THE GROUND SURFACE WITH
WRAPPED UP SIDE EDGES TO WITHIN
2’ THICK, TO BE UNDERLAIN AND
ALL RIP RAP IS D50 = 12" PLACED
REQUIRED.
BY CONTRACTOR WHEN NO LONGER
TEMPORARY AND SHALL BE REMOVED
PERMANENT VEGETATION ARE
MEASURES EXCEPT RIP RAP AND
ALL SEDIMENT AND EROSION CONTROL
NOTES:
CHECK DAM (TYP.)
TEMPORARY STONE
N
60’
SCALE:1"= 30’
0 30’
CG104
O .G .M
S H
E E
T C
G
S T
A
T C
H L
M A
T C
H L
IN
E S
T A . 1
S
H E
E T C
G
S T
A T
O S
T A
E R
O S
IO
N C
O N
T R
O L P
L A
N
FLOODWALL SLAB
EDGE OF
TOP OF LEVEE
GL-4 PUMP STATION
LIMIT OF CONTRACTORS WORKING AREA
SHEET CG106MATCH LINE
FLOODWALL
GL-4 CONTROL BUILDING
DRAINAGE STRUCTURE NO. 10
STRUCTURE NO. 9
DRAINAGE
TO EX. (TYP.)
2:1 SIDE SLOPES
MIN. COVER 2’
PLACED 2’ THICK
D50 = 12"
OVER PIPE
RIP RAP PROTECTION
(TYP.)
PLACED 2’ THICK
D50 = 12"
2:1 SIDE SLOPES TO EX.
2’ WIDE BOTTOM
RIP RAP SWALE
R .U
T .C .M
(TYP.)
SEE SHEET CG502
SILT FENCE
SEE SHEET CG503
INLET PROTECTION
SILT FENCE
/2
/2
A M
E N
D M
E N
T A
D D T
E M
P
D A
M N
O T
E
/1
/2
A M
E N
D M
E N
T R
E V
C O
N T
W O
R K ’G A
R E
A
A N
D S
IL
T F
E N
C E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:0
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C G
L E
V .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
C G
L E
V .d g n
:5
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
C B
CB
C B
C B
MH
Post Post
Post
Post
W
W
W
W
W
W
W
CB
C B
CB
CB
CB
PAVED DWY.
B
IT
U M
P A
V E
M E
N T
B
IT
U M
P A
V E
M E
N T
8"(D)
16"(D)
13"(D)
G R
.9
IN
V
.5
O U
T
IN
V
.9
G
R
.9
GR 44.67
INV 30.79
(IN)
S
15" RCP
P
10" CIP
R
IM
.9
T E
R
RIM 44.
INV N.A.
24" RCP
INV 30.67
O/PIPE
PAVED DWY.
PAVED DWY.
T E
R
T E
R
T E
R
INV 30.69
OUT
RIM 38.9
INV 35.10
IN
V
.1
IN
V
.12
INV 34.11
RIM 37.81
INV 36.62
IN
V
.6
IN
IN
V
.5
IN
IN
V
.6
IN
GR 41.30
INV 32.60 (OUT)
IN
V
.3
O
U T
G R
.5
12" C M P
INV 32.98 (12")
18" RCP
IN
V
.4
IN
INV 32.62 (IN)
30"(D)
30"(D)
7"(D) 26"(D)
16"(D)
40"(D)
9"(D)
10"(D)
15"(D)
15"(D)
B
10"
ASB.
D
19"(D)
(CAN’T OPEN)
INV 33.61
O/PIPE
INV 31.96
ABUTMENT
ABUTMENT
OLD
BIT
. P
AVE
1733GBT
BT444GRB
V
IN
N C
E
W O
K
N C
E
6’ WOOD PICKET
6’ WOOD PICKET FENCE
W O
K
N C
E
6’ IRON FENCE
IR
N C
E
W O
K
N C
E
W O
K
N C
E
15"(D)
TRIPLET
INV.
.64
INV.
.29
EDGE OF DECK
UP61463
UP61464MX
U P
NO#
NO#
U P
M B
U P
G B
G B T
G U
Y P
O
LE
61483GBT
61486GBT
Woods
Wetland L imits
Woods
Woods
Woods
RIM 39.00
INV XX.XX
.1
.5
.9
.2
.2
.9
.5
.1
IN
V.
9.
IN
V.
0.
CHAMBER
VERITCAL PIPE
W
ATER
GR 37.66
GR 36.97
P
GR 37.2
15"
CMP
P
P
IC
K
N C
E
W O
A S
B T
DRAIN
8" ASBT.10"
ASB.
GR 37.66
INV 34.40
(IN)
INV 34.31
(OUT)
IN
V
.3
IN
IN
V
.0
7INV 33.9
IN
V
.9
XX
X
X
X
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
S A
N
IT
A
W
S E
M E
N T
R .O .W
E X
IS
T
E
E X
IS
T
E
EXISTING LINE
LOT 3
LOT 4 LOT 5 LOT 6LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
Iron Pipe (fd.)
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
CB
CB
CB
19+00
21+00
22+00
23+00
24+00
25+00
S L
O P
E S
L O
P E
W
E
,0
,3
E
,0
,5
E
,0
,6
N 638,250
N 638,400
N 638,100
N 637,800
N 637,800
N 637,650
E
,0
,0
E
,0
,2
N 637,950
E
,0
,5
E
,0
,3
E
,0
,2
E
,0
,0
N 637,950
N 638,100
N 638,250
E
,0
,9
E
,0
,7
E
,0
,9
D
C B
C B
C B
G R
E E
N B
R O
O K R
O A
D
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
C O
N C
S
ID
E W
A L
K
G A
T E
CONC. C
URB & GUTTER
C O
N C
C U
T T
E R
G R
E E
N B
R O
A D
STARLIT
DRIV
E
FLOW
TOW
NSHI
P
OF
GREEN
BROOK
MI
DDLESEX
B
OROUGH
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
20’ JOINT MEETING SEWER R.O.W.
LOT 1
R .O .W
E X
IS
T
E
E X
IS
T
E
EXISTING LINE
LOT 3
LOT 4 LOT 5 LOT 6LOT 2
BLOCK 3
BLOCK 71-A
BLOCK 70-F
Iron Pipe (fd.)
GREEN BROOK
8 4
(F)
(C) (C)
C
(F)
5( F
X
X
X
H
P
X
L.P.
(F
F
C
31.0
31.2
31.2
31.3
31.6
31.6
31.8
31.8
31.8
31.8
31.9
32.1
32.1
32.2
32.2
32.2
32.4
32.4
32.4
32.5
32.6
32.7
32.7
32.8 32.9
(TYP.)
SEE SHEET CG504
STABILIZED CONSTRUCTION ENTRANCE
33.6
33.7
33.7
33.8
34.1
34.5
35.1
37.9
37.9
38.3
38.5 38.6
39 39.2
39.3
40.2
40.2
40.5
40.5
40.9
42.6
43.2
43.4
43.6
44.2
5% 16.7%
40.3
Submitted by:
N
60’
SCALE:1"= 30’
0 30’
CG105
O .G .M
S H
E E
T C
G
S T
A
T C
H L
S T
A T
O S
T A
E R
O S
IO
N C
O N
T R
O L P
L A
N
LIMIT OF CONTRACTORS WORKING AREA
GUIDE RAIL
SILT FENCE (TYP.)
D50 = 12", PLACED 2’ THICK
FROM TOE OF LEVEE TO EL. 47.0
TEMPORARY RIP RAP PROTECTION
R .U
T .C .M
(SEE DETAILS ON SHEET C-533)
ON INNER 4:1 DOWNSLOPE
STEPPED GABION MATTRESS PROTECTION
(SEE DETAILS ON SHEET C-539)
STA 26+78 TO 27+78
WITH 6" LAYER OF SEEDED TOPSOIL
REVETMENT PROTECTION
ARTICULATED CONCRETE BLOCK
2.
1.
N-140 OR EQUIV. (TYP.)
NON-WOVEN FILTER FABRIC MIRAFI
4" OF THE GROUND SURFACE WITH
WRAPPED UP SIDE EDGES TO WITHIN
2’ THICK, TO BE UNDERLAIN AND
ALL RIP RAP IS D50 = 12" PLACED
WHEN NO LONGER REQUIRED.
AND SHALL BE REMOVED BY CONTRACTOR
PERMANENT VEGETATION ARE TEMPORARY
MEASURES EXCEPT RIP RAP AND
ALL SEDIMENT AND EROSION CONTROL
NOTES:
TOP OF LEVEE
100’
/2
/2
A M
E N
D M
E N
T A
D D N
O T
E
/1
/2
A M
E N
D M
E N
T R
E V
C O
N T
W O
R K ’G A
R E
A
A N
D S
IL
T F
E N
C E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:2
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C G
L E
V .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
C G
L E
V .d g n
:5
:2
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
MH
MH
MH
W
W
W
(CAN’T
OPEN)
8" VCP
42" R
CP
15"
RCP
INV 33
9GBT
964GBT
61490GBT
NO#
P---9-6M--
61491GBT
61493GBT
Wetlan d Lim its
P
RIM 35.07
VERITCAL PIPE
WATER
LOT 20
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
26+00
27+00
28+00
S L
O P
E S
L O
P E
SLOPE
4:1
SLOPE
5:1
N 638,550
N 638,100
N 638,250
N 638,400
N 638,550
N 638,700
E
,0
,9
E
,0
,1
E
,0
,2
E
,0
,6
E
,0
,5
E
,0
,3
N 638,400
N 638,250
N 638,100
N 637,950
E
,0
,6
E
,0
,9
E
,0
,5
E
,0
,3
E
,0
,1
E
,0
,8
E
,0
,8
LOT 20
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
GREEN BROOK
30.5
30.7
30.79
30.82
30.86
30.86
30.9
30.93
30.93
30.98
30.99
31.00
31.00
31.02
31.01
31.02
31.02
31.03
31.03
31.03
31.03
31.04
31.08
31.08
31.08
31.09 31.09 31.11
31.11
31.10
31.11
31.11 31.10
31.12
31.1
31.1
31.21
31.2
31.26
31.26
31.29
31.34
31.35
31.39
31.40
31.40 31.40
31.42
31.43
31.53
31.58 31.60
31.60
31.60
31.60
31.62
31.62
31.63
31.65
31.65
31.66
31.66
31.66
31.66
31.68
31.68
31.7
31.69
31.69
31.72
31.72
31.72
31.74
31.76
31.76
31.77 31.77
31.8
31.81
31.85
31.9
31.86
31.9
31.88
31.94
32.03
32.1
32.12
32.17
32.20
32.2
32.24
32.3
32.26
32.38
32.42
32.41
32.59
32.6
32.7
32.8
32.8
32.8
32.9
32.9
33.1
33.1
33.1
33.2
33.2
33.24
33.5
33.6
33.7
33.7
33.7
33.7
33.83 33.93
34.08
34.2
34.2
34.3
34.3
34.37
34.6
34.64
34.65
34.7
T
35.07
35.2
35.4
35.57
36.1
36.66 36.71
36.75 37.65
37.7
37.7 37.7
37.81
MH
37.8 37.8 37.9
37.98
38.04
38.1
38.17
38.19
38.3 38.3
38.71
38.73
38.99
39.08
39.17
39.58
40.1 40.2
40.4
40.8
Submitted by:
CB
CB
P
N
60’
SCALE:1"= 30’
0 30’
CG106
O .G .M
W .S
S H
E E
T
E R
O S
IO
N C
O N
T R
O L P
L A
N
SHEET CG104MATCH LINE
PLACED 2’ THICK
12" D50 RIP RAP
SEE SHEET CG502
SILT FENCE (TYP.)
SEE SHEET CG503
INLET PROTECTION (TYP.)
R .U
T .C .M
RAMP C
GREENBROOK ROAD EAST
S
E B
R I
N G
S
M I
L
A D
2.
1.
N-140 OR EQUIV. (TYP.)
NON-WOVEN FILTER FABRIC MIRAFI
4" OF THE GROUND SURFACE WITH
WRAPPED UP SIDE EDGES TO WITHIN
2’ THICK, TO BE UNDERLAIN AND
ALL RIP RAP IS D50 = 12" PLACED
WHEN NO LONGER REQUIRED.
AND SHALL BE REMOVED BY CONTRACTOR
PERMANENT VEGETATION ARE TEMPORARY
MEASURES EXCEPT RIP RAP AND
ALL SEDIMENT AND EROSION CONTROL
NOTES:
/2
/2
A M
E N
D M
E N
T A
D D N
O T
E
/1
/2
A M
E N
D M
E N
T R
E V
C O
N T
W O
R K ’G A
R E
A
A N
D S
IL
T F
E N
C E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:0
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
C G
.d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
C G .d g n
:5
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
X J
X
J
X J
X J
C B
C B
CB
CB
C B
CB
CB
CB
C B
C B
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
M.B.M.B
M.B .M.B.M.B.
Post
Post
Post Post
Post
Post
Post
Post
Post Post
Post Post
Post
Post PostPost
Post
Post
PostPost
Post Post
Post Post Post
Post Post
Post Post
W
W
W W
W
G V
W
M H
M H
G V
G V
MH
MH
C B
CB
CB
CB
C B
C B
C B
CB
C B
CB
MH
MH
MH
CO
MH
C
B
CB
W
C O
B B
O
R B
CONC. CURB
B
IT
U M
P A
V E
M E
N T
CO
NC. CURB
COBBLE STONE CURB
BITUM
. PAV
EM
ENT
INV 37.44
(OUT)
D
S
C O
N C
S
ID
E W
A L
K
D E
P R
C U
R B
BITUM. PAVEMENT
CO
NC. CURB
CO
NC. CURB
C.C.
CONC. GR 38.39
INV 35.59
(IN)
INV 30.91
RIM 39.1
INV N.A.
RIM 39.2
GRO
UND
6" WATER
4" GAS
P
P
P
P
18" R
CP
15" RCP
R C P
P
15"
RCP
I/PIPE
INV 45.85
15" CMP
18" RCP
42" RCP
G
R
.2
IN
V
.4
GR 43.64
INV 37.57
(IN)
G R
.5
IN
V
.5
INV 41.72
RIM 51.3
RIM 45.
INV 41.49
RIM 53.5
INV 42.34
RIM 51.56
RIM 51.7
INV 41.93
GR 53.13
INV 47.93
42" RCP
P
GR 42.52
INV 40.00
BITUM
. DRIV
E
RIM 44.
INV N.A.
G R
.8
IN
V
.3
(O
U T
INV
GR 43.11
GR 41.8
RIM 42.06
INV 32.76
(OUT)
IN
V
.1
G
R
.6
G R
.7
IN
V
.9
R
IM
.0
G R
.8
GR 51.70
INV 46.80
RIM 5
2.22
INV 41.
GR 42.79
INV 38.24
GR 40.63
INV 37.48
GR 42.06
INV 38.53
(IN)
GR 40.77
INV 38.06
RIM 43.
INV 31.99
GR 40.01
INV 37.11
RIM 39.86
C O
N C
C U
R B
C O
N C
C U
R B
O/PIPE
INV 30.50
INV 37.08
O/PIPE
I/PIPE
INV 36.79
12" RCP 12" RCP
INV 36.72
O/PIPE
I/PIPE
INV 36.14
6" PVC
INV
T E
R
8" P
VC
15" RCP
8" PVC
8" PVC
INV 44.65
P
P
P
IN
V
.67
(IN
18" RCP
INV 34.41
IN
V
.3
IN
V
.8
IN
V
.4
INV 36.5
INV 40.49
C
INV 37.21 (
OUT)
P V
C
O/PIPE
INV 36.61
12" RCP
12" R
CP
12" RCP
IN
V
.9
P V
C
GR 39.30
2-6" PVC
(CAN’T OPEN)
INV 33.61
O/PIPE
INV 35.48
(OUT)
15"RCP
P
INV 35.71 (
OUT)
INV 36.01 (
IN)
(CAN’T OPEN)
D
22"(D)
8"(C)
8"
PVC
7"(D)
8" VCP
42" RCP
GR 43.05
CONC. CURB
CO
NC. CURB
6" WATER
BITUM. PARKING AREA
BITUM. PARKING AREA
BITUM. PARKING AREA
PAVED DW
Y.
WATER METER
ABUTMENT
C O
B B
O
R B
1733GBT
BT444GRB
W O
K
N C
E
6’ WOOD PICKET FENCE
6’ WOOD PICKET FENCE
6’ WOOD PICKET FENCE
W O
K
N C
E
U.S. R
OUTE 22
EDGE OF DECK
G B T
G U
Y P
O
LE
61483GBT
NO#
METAL LP
G B
T
PS60555
60555GBT
61485GBT
61284GBT
60554GBT
60556GBT
60552GBT
60552GBT
60551GBT
60550GB
617616
61486GBT
61762GB
61487GBT
60553GBT
GREEN BROOK
Woods
Woods
LAMP
LAM
P
UP W
/LAM
P61732GBT
BT445GRB
1378GBT
BT446GRB
LP#1379
LP#1380
LP#1348
L P
G B
T
8" WATER
GR 40.65
INV 34.95
GR 40.43
15" RCP
48" RCP
INV 32.68 (OUT)
INV 37.43 (IN)
INV 34.32 (IN)
P
V C
INV 31.20
INV 31.10
S L
O
S E
M E
N T
LOT 2
LOT 7
LOT 11
LOT 1
LOT 2
LOT 3
20’ JOINT MEETING SEWER R.O.W.
(50’ R.O.
W.)
(90’ R.O .W.)
EXISTING LINE
EXISTING LINE
EXISTING LINE
LOT 8.01 LOT 8.02
BLOCK 2
TOW
NSHI
P
OF
GREEN
BROOK
GREENBROOK
W
C B
C B
CB
2 4
8 4
40 (F)
(F)
(C) (C)
F
5( F
45 4
5.5
.5
1.5
(F
(F)
GREEN BROOK
FLOW
TOW
NSHI
P
OF
GREEN
BROOK
S L
O
S E
M E
N T
LOT 2
LOT 7
LOT 11
LOT 1
LOT 2
LOT 3
20’ JOINT MEETING SEWER R.O.W.
(50’ R.O.
W.)
(90’ R.O .W.)
EXISTING LINE
EXISTING LINE
EXISTING LINE
LOT 8.01 LOT 8.02
BLOCK 2
GREEN BROOK
F
(F)
F
F
(F)
27.45
27.50
27.68
27.74
27.93 27.99 28.30
28.35
29.96
30.16
30.30 30.32
30.50
30.51 30.66
31.10 31.99 32
32.05
32.1332.41
32.47 32.52
32.56
32.97 33
33.29
33.57
33.61
33.94 34
34.92
35.19 35.42
35.65
36.07
36.14
36.28
36.36
36.41
36.42
36.61
36.70
36.72 36.74
36.74
36.79 36.96
36.96
37.00
37.05
37.08 37.09
37.14
37.21
37.21
37.4
37.73
37.76
37.81
37.83
37.90
37.92
38.03
38.08
38.08
38.3
38.35
38.38
38.38
38.39
38.4
38.43
38.44
38.48
38.53
38.57 38.57
38.60 38.65
38.67
38.7
38.72
38.7
38.75
38.84
38.89
38.97
38.99 39.06
39.11
39.13
39.19
39.26
39.28
39.28
39.30
39.30
39.31
39.43
39.47
39.49
39.61
39.61
39.6
39.7
39.78
39.82
39.84
39.86
40.01
40.01
40.2
40.22
40.30
40.3
40.4
40.4
40.41
40.42
40.42
40.4
40.45
40.5 40.48
40.5
40.5340.57
40.57
40.61 40.63
40.66
40.7
40.74
40.77
40.77
40.8
40.8
40.83 40.9
40.9
40.87
40.88
40.9
40.91
40.90
40.91 40.97
41.00
41.05
41.05
41.22
41.25
41.30
41.33
41.33
41.4
41.40
41.41
41.46
41.47
41.52
41.59
41.6
41.63
41.66
41.7
41.70
41.72
41.8
41.8
41.8
41.87
41.87
41.87
41.88
41.91
41.93
41.97
41.99
41.99
42.06 42.06
42.08
42.11
42.14
42.15
42.18
42.19
42.24
42.3
42.29
42.31
42.30
42.37
42.38
42.39
42.41
42.4
42.5
42.48
42.52
42.54
42.54
42.7
42.8
42.79
42.79
42.79
42.80
42.80
42.82 42.92
43.03
43.03
43.04
43.04
43.05
43.08
43.1
43.11
43.11
43.1 43.14
43.15
43.17
43.20
43.21
43.2
43.24
43.25
43.30
43.31
43.32
43.32
43.4
43.38
43.42
43.45
43.46
43.46
43.5
43.51
43.53
43.54
43.57
43.58
43.62
43.61
43.64 43.65
43.67
43.69
43.7
43.7
43.73
43.7
43.74
43.74
43.75
43.77
43.80
43.81
43.81
43.85
43.95
43.97
44.06
44.11
44.11
44.11
44.16
44.20
44.20
44.20
44.21
44.25
44.28
44.29
44.32
44.34
44.34
44.37
44.37
44.37
44.40
44.41
44.43
44.43
44.46
44.47
44.51
44.51
44.5
44.5
44.6
44.6
44.60
44.60
44.61
44.63
44.66
44.65
44.6744.68
44.68
44.69
44.70
44.71
44.72
44.75
44.75
44.7744.79
44.79
44.80
44.79
44.84
44.84 44.84
44.86
44.86
44.88
44.89
44.89
44.90
44.90
44.9
44.91
44.91
44.93
44.94
44.94
44.95
44.96
44.98
44.99
45.02
45.05
45.05
45.07
45.07
45.08
45.10
45.15
45.15
45.17
45.17
45.17
45.18
45.19
45.21 45.21
45.22
45.26
45.26
45.29
45.31
45.33
45.34 45.37
45.37
45.39
45.39
45.41
45.41
45.42
45.51
45.6
45.6
45.72
45.77
45.82
45.84 45.84
45.84
45.85
45.87 45.89
45.90
45.93
45.95
45.95 45.96
45.98
45.99
46.01
46.01
46.03
46.03
46.04 46.05
46.1
46.09
46.1
46.11
46.12
46.12 46.27
46.50 46.57
46.88
47.25 47.46
47.52
47.60
47.8
47.83
47.92
48.08
48.2
48.3
48.26
48.4
48.54
48.57
48.64
48.8
49.4
49.5
49.94
50.16
50.31
50.36
50.43
50.50
50.59
50.60
50.64 50.64
50.73
50.73
50.7
50.74
50.76 50.80
50.84
50.86
50.89
50.89
50.92
50.94
50.96
51.11
51.11
51.15
51.15
51.17
51.2
51.24
51.26
51.27 51.30
51.3
51.33
51.34
51.36
51.36
51.37
51.37
51.41
51.42
51.4
51.5
51.47
51.5
51.5 51.49
51.50 51.50
51.5
51.53
51.55
51.56
51.60
51.61
51.61
51.63
51.70
51.7
51.73
51.7
51.76
51.79 51.80
51.8
51.9
51.9
51.93
51.98
52.2
52.2
52.2
52.22
52.4052.50
52.6
52.6
52.72
52.8
52.97
53.13
53.1
53.2
53.2
53.4
53.41
53.51
53.61
53.6
53.6
53.6
53.7
53.7
53.8
53.8
53.83
54.33
54.4
54.4
54.5
54.6
54.7
54.9
54.9
54.9
55.2 55.2
55.3
55.4
55.7
56.2
56.3
Submitted by:
N
60’
SCALE:1"= 30’
0 30’
L-103
S H
E E
T L -1
S T
A . 1
T C
H L
E E
T L -1
S T
A
T C
H L
LIMIT OF CONTRACTORS WORKING AREA
EDGE OF FLOODWALL SLAB
S T
A T
O S
T A
L A
N D
S C
A P
E P
L A
N
LEGEND:
SEED MIX QUANTITY.
OF THE WORK AREA MAY REQUIRE AN INCREASE IN
ON THE FINAL LAYOUT OF THE WORK AREA EXPANSION
** THE ACREAGE OF SEEDING AREAS WILL BE BASED
OR ONE OF THE ABOVE LISTED MIXES
NOT OTHERWISE DESIGNED TO RECEIVE HARD SURFACE
* LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS
NOTES:
FLOODWALL
SEE SHEET C-506
DRAINAGE STRUCTURE NO. 6
SEE SHEET C-507
DRAINAGE STRUCTURE NO. 7 AND 8
G .O ’B
S .A
T .C .M
O .B
RIP RAP
SWALE MIX
FLOODPLAIN MIN
WETLAND MIX
LAWN MIX
/2
/2
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
2.
1.
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
A
M E
N D
M E
N T R
E V
C O
N T
W O
R K ’G A
R E
A /1
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L -1
F
L W .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
L
F L
W .d g n
:5
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
C B
M H
M.B.
P ost
P ost G
V G
VCB
CONC. CURB
P
INV 32.52
O/PIPE
RIM
40.1
5 GR 38.62
GR 38
.86
4’
VIN
YL
FENCE
V
IN
N C
E
V
IN
B C
E
W O
K
N C
E
6’ W
OOD
PI
CKET
FENCE
WEIS
S
DRIV
E
GREEN BROOK
X
X
X
X
X
Woods
Woods
FF
1.64
FF
1.4
FF
1.5
FF
1.5
FF
1.3
1378GBT
B T G R B
15" RCP
INV 34.82
P
INV 32.90 (IN)INV 32.70 (OUT)
INV 33
.06
(IN)
INV 33
.01 (
OUT)
P
INV
32.68 (O
UT)
INV
37.4
3 (IN)
INV
.32 (IN)
8"
VCP
INV 3
5.03
INV 3
5.65
8"
VCP
20’ JOINT MEETING SEWER R.O.W.
S A
N
IT
A
W
S E
M E
N T
91.54
.6
9?
80.6
80.69
D R
A
IN
A
.W lot 21 lot 20 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W lot 19
+0
+0
15+00
16+00
17+00
18+00
V
ER
T
IC
AL
D
AT
U
M
IS
R
EFER
EN
C
ED
V D
9.
JER
S
EY
S T
AT
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P
LAN
E C
O O
R D
IN
AT
E
S Y S
EM
AD
1.
H
O R
IZ
O N T
AL
D
AT
U
M
IS
R
EFER
EN
C
ED
EW
T E:
D
N
,8
N
,95
E
,0
,6
E
,0
,7
E
,0
,9
E
,0
,0
E
,0
,2
N
,10
N
,95
N
,8
E
,0
,2
E
,0
,6
E
,0
,7
E
,0
,4
E
,0
,3
N
,65
N
,5
E
,0
,4
N
,3
N
,3
N
,65
N
,5
,9
E
,0
,0
BOXWOOD
DECIDUOUS SHRUB,
CONC. CURB
WEIS
S
DRIV
E
GREEN BROOK
20’ JOINT MEETING SEWER R.O.W.
D R
A
IN
A
.W lot 21 lot 20 lot 19 lot 18 lot 17
BLO
CK 71-A
S A N
IT
A
W E R
R .O .W
’ J
OIN
T
MEETIN
G
SEWER
R.O .W
S A
N
IT
A R
Y
S
E W
.W
(SHEET L-105)
SEE SHRUB REPLACEMENT PLANTING SCHEDULE
EVERGREEN SHRUB, CREEPING ARBORVITAE
27.37
27.45
27.45
27.80
27.94
28.01
28.01
28.7
28.80
28.9
28.94
29.4 29.8
29.82
29.9
29.91
30.06
30.18
30.24
30.29
30.36
30.45
30.70
30.73
30.81
30.84
31.04 31.10
31.19
31.22
31.57
31.6
31.8
32.01
32.08
32.1 32.1
32.09
32.19
32.3
32.28
32.4
32.35
32.40
32.45
32.5
32.51
32.52
32.52
32.61
32.65 32.75
32.88
33.05
33.29
33.48 33.89
34 34.38
34.54
34.82
34.94
35 35
35.00
35.74 35.89
36.04
36.07
36.20
36.34
3838 38.48
38.53
38.62
38.83
38.86
39.13
39.14
39.19
39.20
39.72
39.78
39.94
40.03
40.15
40.2 40.20
40.2
40.22
40.4 40.4
40.40
40.5
40.60
40.69
40.74
40.8
40.8
40.8
40.8
40.93
41.00
41.12
41.18
41.23 41.26
41.30
41.4
41.46
41.54 41.55
41.6
41.64
41.8
42.1
42.4
44.7
Submitted by:
60’
SCALE:1"= 30’
0 30’
L-105
S H
E E
T L -1
S T
A
T C
H L
TOP OF LEVEE
LIMIT OF CONTRACTORS WORKING AREA
S T
A T
O S
T A
L A
N D
S C
A P
E P
L A
N
NOTES:
IN SEED MIX QUANTITY.
WORK AREA MAY REQUIRE AN INCREASE
OF THE WORK AREA EXPANSION OF THE
WILL BE BASED ON THE FINAL LAYOUT
** THE ACREAGE OF SEEDING AREAS
THE ABOVE LISTED MIXES
TO RECEIVE HARD SURFACE OR ONE OF
WORK AREAS NOT OTHERWISE DESIGNED
* LAWN MIX SHALL BE SEEDED IN ALL
(TO BE REMOVED WHEN SEGMENT-B IS CONSTRUCTED)
TEMPORARY LEVEE TIE-OFF BERM
(SEE DETAILS ON SHEET C-539)
WITH 6" LAYER OF SEEDED TOPSOIL
REVETMENT PROTECTION
ARTICULATED CONCRETE BLOCK
RIP RAP
SCHEDULE - AREA A
TREE PLANTING
LAWN MIX
WETLAND MIX
FLOODPLAIN MIX
SWALE MIX
AREA A
Block #2 Lot 71A5� OC5’B&BCommon BoxwoodBuxus sp.8
Block #2 Lot 113� OC6"- 12"#2ArborvitaeThuga OccidentalisTo be Determined
Spacing (ft) LocationMin. HeightContainerCommon NameScientific NameQuantity
SHRUB REPLACEMENT PLANTING SCHEDULE
OC=On Center 0.16 acres = 70 trees B&B = Balled and Burlaped
10’ OC8��10�B&BPin OakQuercus palustris6
5’ OC5�#2Pin OakQuercus palustris6
10� OC8�-10�B&BShagbark HickoryCarya ovata4
5� OC2�- 4’#2Shagbark HickoryCarya ovata3
10� OC10�- 12’B&BSilver MapleAcer saccharinum5
5� OC2�- 4’#2Silver MapleAcer saccharinum5
10� OC8�- 10�B&BBox ElderAcer negundo10
5� OC2�- 4’#2Box ElderAcer negundo10
10� OC8�- 10�B&BRed MapleAcer rubrum10
5� OC2�- 4’#2Red MapleAcer rubrum11
Spacing (feet) Min. HeightContainerCommon NameScientific NameQuantity
TREE PLANTING SCHEDULE AREA A
G .O ’B
B .R
T .M .C
S .A
/2
/2
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE SHEET LP002 FOR SEED MIX COMPOSITION.
A M
E N
D M
E N
T A
D D R
E V
IS
E N
O T
E S
A
M E
N D
M E
N T R
E V
C O
N T
W O
R K ’G A
R E
A /1
/2
A N
D
L
IM
IT
W
E T
L A
N D M
IX
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :3
:5
A
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
N .J T
E L -7
-0
W il lo w b ro o k B lv d W a y n e
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
L
E V
E E M
ID
D
L E
S E
X G
R E
E N B
R O
O K
N J
S E
B R
IN
G S M
IL
L S B
R
ID
G E P
S F
L O
O D
W A
L L
R E
D U
C T
IO
N P
R O J E
C T S
E G
M E
N T
E E
N B
R O
O K F
L O
O D D
A M
A G
E
G B S
E B
R N
G S
E G B
L -1
L E
V .d g n
F I
M E
O n s y
M o a w a d
S u b m i t t e d b y
P l t e
K
C A
D D G
B
P L
A N
S
A M
E N
D M
E N
T
G B S
E B
R N
G S
L
L E
V .d g n
:3
:5
SHEET OF 281
DATETHOMAS C. MacALLEN
J U
N E
MH
MH
MH
(CAN’T
OPEN)
8" VCP
42" R
CP
15"
RCP
INV 33
9GBT
964GBT
Wetlan d Lim its
P
RIM 35.07
VERITCAL PIPE
WATER
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
26+00
27+00
28+00
S L
O P
E S
L O
P E
SLOPE
4:1
SLOPE
5:1
N 638,550
N 638,100
N 638,250
N 638,400
N 638,550
N 638,700
E
,0
,9
E
,0
,1
E
,0
,2
E
,0
,6
E
,0
,5
E
,0
,3
N 638,400
N 638,250
N 638,100
N 637,950
E
,0
,6
E
,0
,9
E
,0
,5
E
,0
,3
E
,0
,1
E
,0
,8
E
,0
,8
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19
BLOCK 70
-F
BLOCK 70
-F
Iron Pipe
(fd.)
Iron Pipe
(fd.)
GREEN BROOK
30.5
30.7
30.79
30.82
30.86
30.86
30.9
30.93
30.93
30.98
30.99
31.00
31.00
31.02
31.01
31.02
31.02
31.03
31.03
31.03
31.03
31.04
31.08
31.08
31.08
31.09 31.09 31.11
31.11
31.10
31.11
31.11 31.10
31.12
31.1
31.1
31.21
31.2
31.26
31.26
31.29
31.34
31.35
31.39
31.40
31.40 31.40
31.42
31.43
31.53
31.58 31.60
31.60
31.60
31.60
31.62
31.62
31.63
31.65
31.65
31.66
31.66
31.66
31.66
31.68
31.68
31.7
31.69
31.69
31.72
31.72
31.72
31.74
31.76
31.76
31.77 31.77
31.8
31.81
31.85
31.9
31.86
31.9
31.88
31.94
N
32.03
32.1
32.12
32.17
32.20
32.24
32.26
32.38
32.42
32.59
32.8
32.8
32.9
32.9
33.1
33.1
33.1
33.2
33.2
33.5
33.6
33.7
33.83 33.93
34.08
34.2
34.3
34.37
34.6
34.64
34.65
34.7
T
35.07
35.2
35.4
35.57
36.1
36.66 36.71
37.7
37.7 37.7
37.81
MH
37.8
37.9
37.98
LEGEND:
2.
1.
38.04
38.17
38.19
38.71
38.73
38.99
39.08
39.17
39.58
40.1 40.2
40.4
40.8
Submitted by:
CB
CB
N
60’
SCALE:1"= 30’
0 30’
L-106
SHEET L-104MATCH LINE
S H
E E
T
L A
N D
S C
A P
E P
L A
N
LEGEND:
SEED MIX QUANTITY.
OF THE WORK AREA MAY REQUIRE AN INCREASE IN
ON THE FINAL LAYOUT OF THE WORK AREA EXPANSION
** THE ACREAGE OF SEEDING AREAS WILL BE BASED
OR ONE OF THE ABOVE LISTED MIXES
NOT OTHERWISE DESIGNED TO RECEIVE HARD SURFACE
* LAWN MIX SHALL BE SEEDED IN ALL WORK AREAS
NOTES:
G .O ’B
O .B
S .A
T .C .M
SWALE MIX
FLOODPLAIN MIX
WETLAND MIX
LAWN MIX
RIP RAP
2.
1.
COMPLY WITH THE MIGRATORY BIRD TREATY ACT.
BETWEEN MARCH 15 AND JULY 31 IN ORDER TO
TREE AND SHRUB REMOVAL SHALL NOT BE ALLOWED
SEE…
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