SSSI Area E_Amendment 4_Rev. Plans.pdf
PDF 41 MB Posted
- Solicitation number
- W912DS24B0002
About this file
This document provides details on a federal contract opportunity for construction services. The U.S. Army Corps of Engineers, New York District is soliciting bids for the Staten Island Interior Drainage Area E Contract, which includes construction of large interior drainage ponds connected by an open channel culvert, as well as various stormwater drainage structures and the relocation of existing sanitary sewers. Bids are due approximately 30 days following the planned issuance of the solicitation in early to mid-December 2023. The contract value is estimated between $100 million to $175 million, and the period of performance is 1,279 calendar days from the notice to proceed date. The solicitation will be posted on SAM.gov and bids must be submitted to the U.S. Army Corps of Engineers Contracting Division in New York by the specified due date.
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FATHER CAPODANNO BLVD
EXISTING BORING B-5
EXISTING BORING B-6
EXISTING BORING B-1
EXISTING BORING B-2
EXISTING BORING B-3
EXISTING BORING B-4
0 150'75
SCALE: 1" = 150'
PLAN
NORTH
NEW BORING BN-01
SEE NOTE 1 ON THIS DWG
NEW BORING BN-02
SEE NOTE 1 ON THIS DWG
NEW BORING BN-03
SEE NOTE 1 ON THIS DWG
NEW BORING BN-05
SEE NOTE 1 ON THIS DWG
NEW BORING BN-06
SEE NOTE 1 ON THIS DWG
NEW BORING BN-04
SEE NOTE 1 ON THIS DWG
NEW BORING BN-07
SEE NOTE 1 ON THIS DWG
NEW BORING BN-08
SEE NOTE 1 ON THIS DWG
NEW BORING BN-09
SEE NOTE 1 ON THIS DWG
NEW BORING BN-10
SEE NOTE 1 ON THIS DWG
NEW BORING BN-11
SEE NOTE 1 ON THIS DWG
NEW BORING BN-12
SEE NOTE 1 ON THIS DWG
NEW BORING BN-13
SEE NOTE 1 ON THIS DWG
NOTES:
1. CONTRACTOR SHALL PERFORM
GEOTECHNICAL INVESTIGATIONS
PER THE CONTRACT SPECIFICATIONS
AT THE BORING LOCATIONS SHOWN
ON THIS PLAN AND SUBMIT RESULTS
TO THE ENGINEER PRIOR TO
PROCEEDING WITH ANY WORK.
A
M E
N D
M E
N T
F
E B
NEW BORING BN-14
SEE NOTE 1 ON THIS DWG
NEW BORING BN-15
SEE NOTE 1 ON THIS DWG
NEW BORING BN-16
SEE NOTE 1 ON THIS DWG
12''
8''
Q U
IN
T
A R
D S
T R
E E
T S
S
S
S
S
S
S
25.1''
11.1''
12''
7''
13.7''
12.9''
10.5''
28''
24''
8.7'' 6.6''
8.9''
21.7''
13.6''
16.5''
27''
10.1''
10.3''
7.1''
7.2''
12.1''
SAN
SAN
SAN
SAN
S A
N
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3.
3.
3.7
3.6 3.
SAN SAN SAN SAN SAN SAN
BLOCK 3413
BLOCK 3427
BLOCK 3427
BLOCK 3413
BLOCK 3413
B
LO
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B
LO
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BLOCK 3427
BLOCK 3427
1.70 1.90
1.60
1.50
1.80
1.40
1.30
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4.0
5.0
-4.0
-2.5
9.0
6.
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0 0
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0 3.
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1.
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-2.0 -1.00
-0.66
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-1.0
1.0-0.66
-2.0
3.0
-1.0
0.0
2.03.59
3.0
1.0
-0.66
-2.0
-1.0
0.0
2.0
6.0 4.0
5.0 7.0
8.0
3.59
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-4
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5.0 4.0
5.0 4.0
3.0
5.
5.
4.
4.
3.
3.0 3.59
2.0
2.0 1.0
4.0
5.0 4.0
3.0
2.00.5
1.
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0.
0.5
0.5
5.5
5.5
-2.5
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5.
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5.5
6.0 5.5
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CB
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S
S
N:153524.96 E:963924.62
N:153548.39 E:963935.50
N:153549.59 E:963934.42
N:153552.50 E:963946.75
N:153554.11 E:963947.00
N:153541.51 E:963970.32
N:153615.75 E:964075.54
N:153162.78 E:963642.48
N:153157.02 E:963638.45
N:153121.77 E:963720.45
N:153095.15 E:963739.09
N:153089.39 E:963735.05
N:153526.64 E:964185.55
N:153397.62 E:964304.52
N:153410.42 E:964270.73
N:153070.90 E:964184.61
N:153233.53 E:963858.22
N:153460.82 E:963902.93
N:153449.64 E:964229.84
N:153366.45 E:964330.08
N:153126.56 E:963681.78
N:153119.68 E:963691.61
N:153154.35 E:963673.87
N:153584.49 E:963931.06
N:153594.69 E:963928.18
N:153582.63 E:963925.90
N:153584.78 E:963920.74
N:153591.43 E:963919.22
N:152849.55 E:964017.08
N:153049.41 E:963852.48
N:153094.37 E:963770.98
N:153074.11 E:963678.00
N:153083.48 E:963658.85
N:153097.33 E:963631.46
N:153076.17 E:963611.02
N:153055.07 E:963596.79
N:153044.48 E:963599.45
N:153041.43 E:963638.65
N:153150.70 E:963591.81
N:153120.19 E:963630.25
N:153175.43 E:963717.12
N:153412.63 E:964348.89
N:153576.54 E:964189.52
N:153082.14 E:963665.94
N:153089.59 E:963655.29
N:153083.59 E:963651.09
N:153439.78 E:964302.25
N:153531.73 E:964210.96
N:153483.44 E:964169.20
N:153498.87 E:964216.26
N:153610.93 E:963957.06
N:152983.50 E:963822.42
N:153398.25 E:964328.25
N:153474.85 E:964211.97
N:153528.15 E:963902.38
N:153607.42 E:963920.67
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CS108
R E
F E
R T
O S
H E
E T
C S
MATCH LINE
M A
T C
H
LIN
E
REFER TO SHEET CS101MATCH LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
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S I D
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E , 1
D
E C
E M
B E
R
QUINTARD STREET SOUTH
WEIR CHAMBER NO. 1
(SEE DWGS S-105)
QUINTARD STREET SOUTH
JUNCTION CHAMBER NO. 2
(SEE DWG S-107)
CULVERT NO. 2
(SEE DWG CU101)
PEARSALL STREET
HEADWALL NO. 3
(SEE DWG S-118)
12' WIDE GRAVEL ACCESS WAY
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
6' WIDE RENO MATTRESS
12' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
6' WIDE RENO MATTRESS
PEARSALL & VULCAN STREET
JUNCTION CHAMBER NO. 5
(SEE DWG S-119)
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER
REMOVABLE BOLLARDS
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG
C502)
BMP ID SIGN
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN
(SEE DETAIL ON DWG C502)
NOTES:
1. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
2. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 1 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
PERMANENT
POOL EL. -0.66
EXTENDED
DETENTION EL. 3.59
PLAN
NORTH
KEY PLAN
12'
6'
"DRAIN PIPE" SIGN
(SEE DETAIL ON DWG C501)
"DRAIN PIPE" SIGN
(SEE DETAIL ON DWG C501)
A
M E
N D
M E
N T
F
E B
I = -5.0
CIRC 1937 VCP 20"
F H
C O
M M
C O
M M
C O
M M
S A
N
S A
N
S A
N S
A N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
G A
S M
A R
K O
U T
2-P E
-60#
E E
E E
E
E E
E
EEE
E
E
E
E
E
PER REF
PER REF
W W
W W
W W
8" 0 CIP APPROX. AS PER DEP REF
8" 2016 D
IP
I = -1.7
I = -3.4
I = -3.4
8" V C
P
6-S T
-6 W C
-R E
T
4-ST-6 WC-RET
E E
6-S T
-6 W C
-R E
T
RET-6-PE-6 WC-RET
SAN
SAN
SAN
SAN
SAN I = -4.8
I = -4.7
I = -4.3
CIRC 1937 VCP 18"
C O
M M
W 8" 2016 D
IP
W G
A S
M A
R K
O U
T 2-P
E -60#
S A
N S
A N
O H
W
O
OHW
OHW
O
A P
P R
O X
. M H
S H
O W
N
P E
R D
E P
R E
F.
APPROX. LOCATION CIRC 1937 VCP 18"
C
IR
C 1949 V
C P
8" F
ILLE
D w / D
E B
R
IS
10''
22''
8''
8''
10''
20''
6'' 6'' 14''
W A
LL
W A
LLS
WALL
W A
LL
WALL
M C
LA
U
G H
LIN
S
T
M C
LA
U
G H
LIN
S
T
S
S
S
3.5 3.4
3.974.02
TW
3.79TW
3.78
BOC 3.31
BOC 3.28
S
3.4
3.6
3.4 2.9
2.7 2.8
2.93.6
2.43.8
4.0
3.5
3.0
3.0
2.9
2.8
2.5
3.13.7
S
C
LF
W
3.81
5.3
5.3
5.3
3.4
3.0
4.8
2.3
2.4
2.2
3.70 3.79
4.17
4.
33 4.
37 4.
4.64
5.0 5.45.3
5.3
5.3 5.3
5.5
4.3
4.2
3.8
2.1
2.2
2.6
2.5
2.5
2.8
3.0
5.1
4.7
3.9
4.1
4.5
4.7
4.5
5.2
5.416.2''
6''
18.8''
17'' 12'' 10.5'' 9.5''
6.7''
6.3''
7.5''
9.2''
13.2''
7.1''
15''
12.1''
37''
5 5
BLOCK
BLOCK 3416
BLOCK 3415
BLOCK 3413
BLOCK 3413
BLOCK 3414
BLOCK 3414
BLOCK 3414
BLOCK 3416
BLOCK 3415
BLOCK 3414
BLOCK 3415
BLOCK 3415
BLOCK 3415
BLOCK 3415
N:153782.93 E:964116.04
N:153777.82 E:964097.16
N:153888.68 E:964258.10
N:154142.41 E:964365.99
N:154153.42 E:964370.74
N:154035.69 E:964281.49
N:153772.42 E:964108.65
N:153744.69 E:964117.25
N:153606.48 E:964503.38
N:154143.04 E:964379.80
N:154132.78 E:964402.34
N:153704.58 E:964402.89
N:153586.96 E:964485.68
N:153788.69 E:964317.87
N:153821.86 E:964279.93
N:154357.69 E:964534.61
N:154090.97 E:964637.41
N:153726.20 E:964235.59 N:154156.62
E:964567.09
N:153886.80 E:964377.58
N:153671.17 E:964586.48
N:153596.12 E:964193.29
4.
01.0
3.59
3.0
1.0
3.0
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3.0 -3
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1.0
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-2.0
-0.66
2.0
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3.0 3.59
4.0
5.0 5.0
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-2.0
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4.03.59 3.59 3.59
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2.0
1.0
3.59 4.05.0
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-1
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0.
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2.
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-2.5 -1.5
-0.5
5.0
5.0
4.0
4.0
3.0
1.0 2.0 1.0
2.0
3.0 3.59
3.0
5.0
3.0
4.03.0
2.01.0
4.0
1.5
-3 -2 -1
-2
-2
5.5
5.5
5.5 5.5
5.5 5.5
5.5 5.5
5.
55.
5.5
5.5
N:153994.82 E:964265.08
N:153913.85 E:964278.62
N:153915.44 E:964236.22 N:154208.78
E:964401.70
N:154289.69 E:964460.28
N:154351.79 E:964517.43
N:154376.68 E:964507.00
N:153844.45 E:964150.34
N:153758.42 E:964235.76
N:153691.46 E:964302.25
N:153589.10 E:964247.51
N:153492.61 E:964348.75
N:153405.90 E:964448.80
N:153502.24 E:964498.41
N:153533.80 E:964527.66
N:153549.54 E:964539.63
N:153586.73 E:964501.46
N:153617.03 E:964467.17
N:153631.39 E:964449.32
N:153720.06 E:964361.21
N:153808.75 E:964273.12
N:153897.44 E:964185.04
N:154024.33 E:964265.03
N:154148.91 E:964343.57
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CS109
R E
F E
R T
O S
H E
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C S
MATCH LINE
M A
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REFER TO SHEET CS102MATCH LINE
R E
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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CS105
NOTES:
1. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
2. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP
6' WIDE GRAVEL BERM WITH STABILIZATION MAT
(SEE DETAIL ON DWG C504)
STONE FACED CONCRETE COLLAR, TYP
(SEE DETAIL ON DWG C506)
6' WIDE RENO MATTRESS
12' WIDE PERMANENT ACCESS WAY
WITH GRAVEL
REMOVABLE BOLLARDS
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG C502)
BMP ID SIGN
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN
(SEE DETAIL ON DWG C502)
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 1 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
6' WIDE RENO MATTRESS
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER
6' WIDE RENO MATTRESS
PERMANENT
POOL EL. -0.66
EXTENDED
DETENTION EL. 3.59
CHAIN LINK FENCE GATE
AS DIRECTED BY ENGINEER
(SEE DWG C501)
CHAIN LINK FENCE GATE
AS DIRECTED BY ENGINEER
(SEE DWG C501)
PLAN
NORTH
KEY PLAN
12'
6'
12'
6'
"DRAIN PIPE" SIGN
(SEE DWG C501)
A
M E
N D
M E
N T
F
E B
BLOCK 3500
BLOCK 3500
BLOCK 3500
BLOCK 3500
BLOCK 3500
6.6
3.1
9.5
7.4
7.4
8.3
8.2
11.5
6.3
6.7
4.3
8.3
8.1
8.5
12.2
2.6
3.3
1.9
11.6
12.2
2.1
2.7
2.7 3.2
1.9
3.2
13.4
11.7
5.1
9.8
3.6
7.7
9.9
13.4
8.7
11.8
12.19.4
8.5
11.3
9.1 9.9
10.6
9.2 15.0
13.7
13.1 10.4
10.3
11.9
11.0 14.5
14.1
13.5
14.5
10.1
WALL
WALL
W A
LL
W A
LL
FR CAPODANNO BLVD
FR CAPODANNO BLVD
FR CAPODANNO BLVD
Q U
IN
T
A R
D S
T R
E E
T
7.5''
27.6''
12.8''
44''
23.6''
9''
6.7''
12.5''
16.4''
19''
6.8''
6.5''
2 3.0
-2.0
1.0
2.0
-2.0
3.59
-2.0
-1.0
-0.66
0.0
1.0 2.0 3.0
3.59
1.0
2.03.0
3.59
0.0
3.0
0.0
-0.66
-1.0
-2.0
-0 .6
-1 .0
0.
3.0 2.0
1.0 0.0
-1.0
3.0
2.0
1.0
0.0
-1.0
-2.0
4.05.0
5.0
4.0 5.0
5.0
4.0
4.0
3.0
3.0
2.0
3.
01.
3.59
2.
4.0 5.0
4.0
3.0
3.59
2.0
1.0
1.0 1.0
2.0
4.05.0
5.0 4.0
3.0
0.0
-2.5 -2-2
5.5 5.5
5.5 5.5
5.5
5.5
5.5 5.5
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CG104
R E
F E
R T
O S
H E
E T
C G
MATCH LINE
M A
T C
H
LIN
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
PERMANENT POOL
EL -0.66 EXTENDED DETENTION EL. 3.59
30" SANITARY SEWER
(SEE DWG CU115 AND CU116)
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG101
16" DIP ±40 LF
INV IN EL 1.5
16" DIP ±40 LF
INV IN EL 1.5
SCOUR HOLE WITH
CONCRETE
EL 1.0 TO -2.0
(SEE DETAIL ON DWG C506)
PLAN
NORTH
KEY PLAN
TRAPEZOIDAL CHANNEL
WETLAND LINE
(TYP)
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT BE
LOCATED THEN
REPLACE. SEE DETAIL
C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND
SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT OF
REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
16" DIP WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG C508)
SCOUR HOLE WITH
CONCRETE
EL 0.5 TO -2.5
(SEE DETAIL ON DWG C506)
16" DIP WITH FLAP GATE
INV OUT EL 0.5
(SEE DETAIL ON DWG C508)
16" DIP ± 35 LF WITH
INV IN EL 1.5
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
"DRAIN PIPE" SIGN, TYP
(SEE DETAIL ON DWG C501)
6' WIDE RENO MATTRESS (TYP)
(SEE DETAIL ON DWG C501)
STONE FACED CONCRETE
PIPE COLLAR, TYP
(SEE DETAIL ON DWG C506)
6'
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
INTAKE SUMP WITH
RIP RAP, TYP.
D50 = 9" MIN.
A
M E
N D
M E
N T
F
E B
INSTALL CHAIN LINK FENCE GATE
(SEE DETAIL ON DWG C501)4
6''
18''
10''
12'' 30''
6''
10''
9.4
10.4
9.4
8.9
9.2
2.5
4.3
7.9
3.2
3.2
7.8
9.8
9.8 9.2
5.1
7.4
8.4
7.4
7.9
8.3
7.6
7.5
5.8
3.6
2.3
7.4
7.6
11.4
3.4
3.9
3.6
4.3
2.5
3.1
1.9
2.3
4.3
9.7
9.6
5.1
7.0
3.7
W A
LL
W A
LL
W A
LLW
A
LL
W A
LL
W A
LL
W A
LL
W A
LL
W A
LLS
W
A
LL
W A
LL
FR CAPODANNO BLVD
FR CAPODANNO BLVD
2.6
2.11.7
1.8
1.6 1.4
1.9
1.9
1.5
2.2
2.6
2.5
12.5'' 11.3'' 18'' 2''
BLOCK 3500
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3500
B
LO
C K
BLOCK 3491
BLOCK 3491
3.0
1.20
1.10
-0.41
-2.0
4.0 2.0
2.0
1.0
2.0
3.0
2.0 3.0
-2.0
4.0
-1.0
-2.0
1.0 0.0
3.0 1.00.0
-1.0
0.0-3.0
0.0 1.0
2.0 3.0
4.0 5.0
5.0 4.0
3.59
-2.0
0.0
-1.0
3.02.01.00.0-1.0
5.0
5.0
3.59
4.0 5.0
4.0 3.0
-0 .6
-1.0
-2.0
-2.0
-2.0
-1.0
-0.66
-2.0
-0.66
0.0 1.0
2.0
3.0
3.595.06.0
01.0
2.0 3.0
3.59 4.0
5.0 5.0
4.0
3.0
-1.0 -0.66
4.0 5.0
5.0 4.0
3.0
3.0
4.0 5.05.0
4.0
3.59
4.05.0
5.0 4.0
3.0
4.0
2.0
-1 .5
-0 .5
-0.66
-4
-0.66
2.0
5.0 4.0
5.0
1.0
3.0
2.0
1.0
3.59 4.0
2.0
2.0
1.0
1.0
1.04.0
1.5 1.5
-2
-2 -2
-2
-1.0
5.5
5.5
5.5
5.5
5.5
5.5
5.55.5
5.5 5.5
5.5 5.5
5.5 5.5
5.5
5.5
12+00
13+00
14+00 15+00
8+
.6
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+
REFER TO SHEET CG105
R E
F E
R T
O S
H E
E T
C G
MATCH LINE
M A
T C
H
LIN
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
R E
F E
R T
O S
H E
E T
C G
M
A T
C H
LIN
E
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG102
FOREBAY WITH CONCRETE
FROM EL 0.0 TO -3.0
(SEE DETAIL ON DWG C506)
PERMANENT POOL
EL -0.41
EXTENDED DETENTION
EL 0.0
STONE FACED PIPE
COLLAR (TYP)
(SEE DETAIL ON DWG C506)
MICROPOOL WITH CONCRETE
FROM EL -0.5 TO -1.5
0 30'15
SCALE: 1" = 30'
SCOUR HOLE WITH CONCRETE
EL -1.0 TO -4.0
(SEE DETAIL ON DWG C506)
18" DIP ± 37 LF
INV IN EL 1.516" DIP ± 36 LF
INV IN EL 1.5
6' WIDE RENO
MATTRESS (TYP)
(SEE DETAIL DWG C501)
PLAN
NORTH
KEY PLAN
WETLAND LINE
(TYP)
EXTENDED DETENTION
EL 3.59
PERMANENT POOL
EL -0.66
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT BE
LOCATED THEN REPLACE.
SEE DETAIL C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT OF
REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS AND
EVERY 150 FT ALONG
STRAIGHT RUNS. SEE
DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO BE
COORDINATED WITH
NYCDEP.
18" DIP ± 39 LF
INV IN EL 1.5
PROFILE 1
(SEE DWG CG201)
CROSS SECTION C-C
(SEE DWGS CG301
AND CG302)
SCOUR HOLE WITH CONCRETE
EL 1.0 TO -2.0 (SEE DETAIL ON
DWG C506)
16" DIP WITH FLAP GATE
(SEE DETAIL ON DWG C508)
INV OUT EL 1.0
18" DIP WITH FLAP GATE
(SEE DETAIL ON DWG C508)
INV OUT EL 1.0
TRAPEZOIDAL
CHANNEL
24" RCP WITH FLAP GATE
INV. OUT -1.0
(SEE DWG CU106 AND
DETAIL ON DWG C508)
12' WIDE PERMANENT
ACCESS WAY WITH GRAVEL
12' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
INSTALL CHAIN LINK FENCE GATE
(SEE DETAIL ON DWG C501)
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER
(SEE DETAIL ON DWG C504)
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG C502)
BMP ID SIGN
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN
(SEE DETAIL ON DWG C502)
DROP CURB
(SEE NYCDOT H-1035)
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
CHAIN LINK FENCE GATE
AS DIRECTED BY ENGINEER
(SEE DETAIL ON DWG C501)
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
CONCRETE SIDEWALK TO BE
RESTORED SURROUNDING
DROP CURB
(SEE NYCDOT H-1045)
6'
6'
12'
"DRAIN PIPE" SIGN (TYP)
(SEE DETAIL ON DWG C501)
INTAKE SUMP WITH RIP RAP, TYP.
D50 = 9" MIN.
18" ESVP WITH FLAP GATE
(SEE DWG CU106 AND
DETAIL ON DWG C508)
24" RCP ±72' LF
INV IN EL. -0.4
A
M E
N D
M E
N T
F
E B
10''
8''
7''
6''
10''
12'' 19''
13''
18''
12''
10'' 6''
14''
4''
14''
7''
14''
6.6
5.1
2.3
9.2
8.1
8.2
7.3
5.8
9.0
8.6
2.3
4.4
2.5
8.9
9.5
7.3
7.8
8.6
9.4
3.7
5.8
3.3
8.0
7.
5.5
7.1
7.0
6.2
6.4
7.27.6
6.7
6.9
FR CAPODANNO BLVD
S A
N D
L A
CRESTWATER CT
OCEANSIDE AVE
8" 7"
4" 8"
9"
9"
6" 2" 9"
13"3"
18"
PNT No. 11
N: 154508.63 E: 965344.77
Z: 6.65'
TRV11
PNT No. 12
N: 154225.90 E: 965583.36
Z: 6.97'
TRV12
PNT No. 13
N: 154415.29 E: 965732.87
Z: 6.25'
TRV13
W
W
SS
S
S
C B
E
C B S
S
S
S
S S
130000
6.25
E
CLF CLF
CB
G R
TG
= 6.65
C
LF
CLF
C
LF
CB
G R
TG
= 6.97
CB
G R
TG
= 5.65
6.3'' 3.5'' 12'' 3.5'' 8'' 4.8''
7.2''
14.4''
6.9''
14.5''
W W
W
WWW
W
W
8" 2001 DIP
RET 6"MD LP
G G
G G
G G
6-D B
-F S
-M D
-LP
/011
6-DB-FS-MD-LP/011
G
1-2/0,92'
E
E
E
E E E
E E
E
E
E E E
E E
E
3-2 D B
C ,H
D P
,66'
3-2 D B
C ,H
D P
,45'
3-2 D B
C ,H
D P
,36'
3-2 D B
C ,H
D P
,32'
EEEEEEEEEEEEEEEEEEE
C O
M M
C O
M M
U P
#40073
U P
#4113
1-2/0,108' 2-4,1-2/0,120'
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W W
12" 1940 LC
P
W A
T E
R
16" 1962 LCP WATER
COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM
C O
M M
COMM
COMM
COMM
COMM
SANSANSANSANSANSANSANSANSAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
C
IR
C 1922 V
C P
12"
B O
X 1964 R
C 96"x48"
C
IR
C 1964 V
C P
8"
CIRC 1964 VCP 15"
CIRC 1964 VCP 42"
S A
N S
A N
S D
6-CI-6-PE-6W(RET)
6-C I-6-P
E -6W
(R E
T
G G G G G
G G
8PE-6 WC
8PE-6 WC
E E
E
E E
EEEEEE
E
LE
C C
O N
D
IU
T
CB
G R
T G
.8 5F
H
ELEC CONDIUT
COMM CONDIUT
S A
N
S A
N
S A
N
8ST-6 WC-RET
8ST-6 WC-RET
GGGGG
8ST-6 WC-RET
8S T
-6 W C
-R E
T
G 8P
E -6 W
C
8ST-6 WC-RET
8ST-6 WC-RET
8ST-6 WC-RET
G 12S
T -6 W
C
G G
W W W W W
W W
S R
= 7.58
S R
= 7.74
S R
= 7.35
C B
C
C B S
S R
= 6.44
S R
= 6.40
S R
= 6.61
S R
= 7.82
S R
= 7.44
CB
G R
TG
= 6.65
E
E
E
E
E
E
E
E
E
E
E
CB
G R
TG
= 6.97
I = 1.1
I 1.13
I -2.60
I -1.36
D R
A
IN
A G
E V
A U
LT
G
R 6.12
B O
T -3.78
I -1.36 I =
1.36
I= 2.69
T O
B 4.58
I -0.97
T O
B 5.95
I -0.97
I =
3.5 I =
1.7 I =
2.9
I -0.97
I = 2.7
12" M T
L
12" M T
L
I = 0.5I = 0.6
I = 1.1
I -6.56I 1.64
I -6.59 15" M
T L
I -5.74
I -6.04
I -5.99
H Y
D R
A N
T
E
LE
C B
O X
E
LE
C B
O X
LIG
H
T P
O
LE
LIG
H
T P
O
LE
E
LE
C B
O X
P O
LE
T R
A F
F
IC
LIG
H T
P O
LE
CB
G R
TG
= 5.65
2206.97
S R
= 8.72
S A
N I -6.24
I -1.45
I -6.68
8" C L
12" RCP
FH
W W
C B
G R
T G
= 5.60
S R
= 6.27
12" SEWER
72" W x 48" STORM SEWER
30012
6.97 30013
6.25
C B
G R
TG
= 5.90
S R
= 8.39
S R
= 8.65
SD
I = 1.3 12" RCP
I = 3.1
N P
V F
ILLE
D
W / W
A T
E R
IN
A
C C
E S
S
IB
LE
I = -0.8 I = -0.8
I = -1.3I = -1.4
I = 1.5
CIRC 1964 VCP 42"
O H
W O H
W
OHW
U N
K D
E S
T
IN
A T
IO
N
15" M
T L
W
123' DL 4W
FDNY
S R
= 6.35
C
S D
SD
I = 2.1
I = 2.1
I =
2.0 12" MTL
TO CB
12" M T
L T
O C
B
14' 4-W
FDNY
83' D L 4-W
F D
N Y
W
W W
W W W
W
W W
W
12" WATER PER AS-BUILT
W
6" WATER
PER AS-BUILT
SD SD
SD SD
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
BLOCK 3491
BLOCK 3491
BLOCK 3491
BLOCK 3491
6 7 7
7.06.0
8.0
8.0 7.0
6.0
8.0
-5.0
-2.0
-0.66
2.0
-3.0
9.0
-2.0
6.0
1.0 4.0
-1.57.0 4.0
1.0
-0.66
4.0 3.59
3.0 5.0
0.0
1.0
2.0
7.0 6.0
5.0 4.0
3.59 3.0
2.0 1.0
-0.66
2.0 1.00.0
-1.0
-2.0
-2.0
-1.0
-0.66
0.0
1.0
2.0
3.0 3.59
4.05.0
6.0 7.0
1.0 0.0
-1.0
0.0
1.0
2.0
3.0 3.59 4.0
5.0
-1.0
-4.0
7.0
8.0
7.0 6.0
5.0 4.0
0.0 2.0
3.0
-0.66-1.0
5.0
5.0 4.0
3.0
3.0
5.06.0 3.59 3.0 2.0
8.0
2.0 1.0
1.0 2.0
5.0
5.0
4.
04.
3.0
3.
-3.0
01.0
-1 -2
5.5 5.5
5.5 5.5
6 7 7
7.06.0
8.0
8.0 7.0
6.0
8.0
-5.0
-2.0
-0.66
2.0
-3.0
9.0
-2.0
6.0
1.0 4.0
-1.57.0 4.0
1.0
-0.66
4.0 3.59
3.0 5.0
0.0
1.0
2.0
7.0 6.0
5.0 4.0
3.59 3.0
2.0 1.0
-0.66
2.0 1.00.0
-1.0
-2.0
-2.0
-1.0
-0.66
0.0
1.0
2.0
3.0 3.59
4.05.0
6.0 7.0
1.0 0.0
-1.0
0.0
1.0
2.0
3.0 3.59 4.0
5.0
-1.0
-4.0
7.0
8.0
7.0 6.0
5.0 4.0
0.0 2.0
3.0
-0.66-1.0
5.0
5.0 4.0
3.0
3.0
5.06.0 3.59 3.0 2.0
8.0
2.0 1.0
1.0 2.0
5.0
5.0
4.
04.
3.0
3.
-3.0
01.0
-1 -2
5.5 5.5
5.5 5.5
CB
CB
W W W W W W W W
D
16+00
17+00
18+00
19+00
.4
7 + 96
0 + 00
1+ 00
2 + 00
2 + 60
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CG106
R E
F E
R T
O S
H E
E T
C G
MATCH LINE
M A
T C
H
LIN
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
PERMANENT POOL
EL -0.66
EXTENDED DETENTION
EL 3.59
MICROPOOL WITH CONCRETE
FROM EL -3.0 TO -5.0
SAND LANE SOUTH
WEIR CHAMBER NO. 2
(SEE DWG S-113)
6' WIDE RENO MATTRESS
(SEE DETAIL ON DWG C501)
4'-0" X 2'-0"
RCP STM SWR ± 33 LF
INV IN EL 1.5
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG103
SAND LANE SOUTH
JUNCTION CHAMBER NO. 4
(SEE DWG S-115)
FATHER CAPODANNO BLVD
JUNCTION CHAMBER NO. 8
WITH FLAP GATE
(SEE DWG S-121)
PLAN
NORTH
KEY PLAN
WETLAND LINE, TYP
NOTES:
1. ALL BMP WORK TO BE DONE AT THE
DIRECTION AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING BLUEBELT
SURVEY MONUMENTS. IF
MONUMENTS CANNOT BE LOCATED
THEN REPLACE. SEE DETAIL C503.
3. ALL DISTURBED AREAS MUST BE
SMOOTH GRADED TO MATCH
EXISTING GRADES, STABILIZED, AND
SEEDED.
4. IN AREAS WHERE EXCAVATION
ACTIVITIES ARE TAKING PLACE AND
PHRAGMITES ARE PRESENT, THE
ROOT MASS SHALL BE FULLY
REMOVED. IF NEW CONTOURS
INDICATE LESS THAN ONE FOOT OF
REMOVAL, THEN THE ROOT MASS
SHALL BE OVER EXCAVATED TO A
DEPTH OF ONE FOOT, AND
BACKFILLED WITH TOPSOIL TO NEW
GRADE.
5. INSTALL SURVEY MONUMENTS AND
BOLLARDS AT ALL DEP PROPERTY
CORNERS AND EVERY 150 FT ALONG
STRAIGHT RUNS. SEE DETAIL C503.
MONUMENTS SHOWN .
6. FINAL LOCATION OF PERMANENT
FENCE TO BE COORDINATED WITH
NYCDEP.
PROFILE 1
(SEE DWG CG201)
CROSS-SECTION B-B
(SEE DWG CG301)
FATHER CAPODANNO BLVD
JUNCTION CHAMBER NO. 9
(SEE DWG S-122)
SCOUR HOLE WITH CONCRETE
EL 1.0 TO -3.0
(SEE DETAIL ON DWG C506)
4'-0" X 2'-0" STM SWR WITH
FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG C508)
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER
(SEE DETAIL ON DWG C504)
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
PERMANENT ACCESS WAY
WITH CONCRETE PAVERS
(SEE DETAIL ON DWG C504)
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG C502)
DROP CURB, TYP
(SEE NYCDOT H-1035)
6' WIDE RENO MATTRESS, TYP
(SEE DETAIL ON DWG C501)
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
18" ESVP STM SWR ±40 LF WITH FLAP GATE
(SEE DWG CU109 AND DETAIL ON DWG C508)
"DRAIN PIPE" SIGN
(SEE DETAIL ON DWG C501)
INTAKE SUMP WITH RIP RAP
D50 = 9" MIN.
CHAIN LINK FENCE GATE AS
DIRECTED BY ENGINEER (TYP)
(SEE DETAIL ON DWG C501)
6'
SOUTH BEACH ID SIGN (TYP)
(SEE DETAIL ON DWG C502)
BMP ID SIGN (TYP)
(SEE DETAIL ON DWG C502)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
A
M E
N D
M E
N T
F
E B
INSTALL CHAIN LINK
FENCE GATE
(SEE DETAIL ON DWG C501)
INSTALL CHAIN LINK FENCE GATE
(SEE DETAIL ON DWG C501) 4
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
INSTALL CHAIN LINK
FENCE GATE
(SEE DETAIL ON DWG C501)
BLOCK 3413
BLOCK 3427
BLOCK 3427
BLOCK 3413
BLOCK 3413
B
LO
C K
B
LO
C K
BLOCK 3427
BLOCK 3427
12''
8''
7.7
6.4
5.1
4.8
7.15.6
4.7
2.5 2.7
4.5
2.5
2.5
3.4
7.4
7.8
6.3
10.1
9.5
-0.6
9.4
11.6
11.4
11.1
12.7
10.0
Q U
IN
T
A R
D S
T R
E E
T
4" 4"
8" 8"
10"
12"
6"
6"
4"
8"
4"
6"
12" 12"
10"
4"
12"
7"
10"
8" 25.1''
11.1''
12''
7''
13.7''
12.9''
10.5''
28''
24''
8.7'' 6.6''
8.9''
21.7''
13.6''
16.5''
27''
10.1''
10.3''
7.1''
7.2''
12.1''
SAN
SAN
SAN
SAN
S A
N
E E
3.
3.
3.7
3.6
3.
SAN SAN SAN SAN SAN SAN
CB
C B
0+
1+
2+
3+
4+00
5+00
6+
7+
8+009+00 9+63.64
10+00
11+0011+07.95
3 + 99
1.70 1.90
1.60
1.50
1.80
1.40
1.30
2.0 3.0
4.0
5.0
-4.0
-2.5
9.0
6.
4.
2.
0 0
3.0
1.0
-0.66
-2.00
-0 .6
-2 .0
5.
7.
0 3.
3.
1.
5.5
-2.0 -1.00
-0.66
2.00
-1.0
1.0-0.66
-2.0
3.0
-1.0
0.0
2.03.59
3.0
1.0
-0.66
-2.0
-1.0
0.0
2.0
6.0 4.0
5.0 7.0
8.0
3.59
3.0 2.0 1.0 0.0
-3.0 -4.0
-1.0
1.0
3.59
-1
-4
-5
-3 4.0
5.
-1 .0
0.
-0.66
-2 .0
-1 .0
2.0 3.0
1.0
3.59
3.0
-2
-5.0
2.
4.0
1.
2.
3.
3.59
5.0
3.59
1.
2.
3.
3.
5.0 4.0
5.0 4.0
3.0
5.
5.
4.
4.
3.
3.0 3.59
2.0
2.0 1.0
4.0
5.0 4.0
3.0
2.00.5
1.
-2.0
0.
0.5
0.5
5.5
5.5
-2.5
-2.5 2.40
5.5
5.5
5.55.5
5.
5.
5.5
5.5
6.0 5.5
5.5
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CG108
R E
F E
R T
O S
H E
E T
C G
MATCH LINE
M A
T C
H
LIN
E
REFER TO SHEET CG101MATCH LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
PERMANENT POOL
EL -0.66
EXTENDED DETENTION
EL 3.59
MICROPOOL WITH CONCRETE
FROM EL -2.5 TO -5.0
QUINTARD STREET SOUTH
WEIR CHAMBER NO. 1
(SEE DWG S-105)
8'-0"W X 4'-9"H BOX SEWER
(SEE DWG CU101)
6' WIDE RENO MATTRESS
(SEE DETAIL ON DWG C501)
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG104
FOREBAY WITH CONCRETE
FROM EL -1.0 TO -5.0
(SEE DETAIL ON DWG C506)
PEARSALL ST HEADWALL NO. 3
WITH FLAP GATE
(SEE DWG S-118)
6' WIDE RENO MATTRESS
(SEE DETAIL ON DWG C501)
16" DIP ±46 LF
INV IN EL 1.0
SCOUR HOLE WITH CONCRETE
EL 0.5 TO -2.5
(SEE DETAIL ON DWG C506)
QUINTARD STREET SOUTH
JUNCTION CHAMBER NO. 2
WITH FLAP GATE
(SEE DWG S-107)
PEARSALL & VULCAN ST
JUNCTION CHAMBER NO. 5
(SEE DWG S-119)
PERMANENT POOL
EL -0.66
EXTENDED DETENTION
EL 3.59
PLAN
NORTH
KEY PLAN
WETLAND LINE
(TYP)
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT BE
LOCATED THEN
REPLACE. SEE DETAIL
C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND
SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT OF
REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
CROSS-SECTION E-E
(SEE DWG CG302)
PROFILE 6
(SEE DWG CG203)
PROFILE 7
(SEE DWG CG204)
PROFILE 9
(SEE DWG CG205)
16" DIP ±50 LF
INV IN EL 1.0
G R
A D
E T
O D
R A
IN
16" DIP WITH FLAP GATE
INV OUT EL 0.5
(SEE DETAIL ON DWG C508)
12' WIDE GRAVEL ACCESS WAY
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
12' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER
(SEE DETAIL ON DWG C504)
REMOVABLE BOLLARDS
(SEE DETAIL ON DWG C505)
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG
C502)
BMP ID SIGN
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN
(SEE DETAIL ON DWG C502)
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
12'
6'
"DRAIN PIPE" SIGN
(SEE DETAIL ON DWG C501)
"DRAIN PIPE" SIGN
(SEE DETAIL ON DWG C501)
4'-0"W X 2'-6"H FTRC STM SEWER
(SEE DWG CU102)
INTAKE SUMP WITH
RIP RAP, TYP.
D50 = 9" MIN.
A
M E
N D
M E
N T
F
E B
BLOCK
BLOCK 3416
BLOCK 3415
BLOCK 3413
BLOCK 3413
BLOCK 3414
BLOCK 3414
BLOCK 3414
BLOCK 3416
BLOCK 3415
BLOCK 3414
BLOCK 3415
BLOCK 3415
BLOCK 3415
BLOCK 3415
10''
22''
8''
8''
10''
20''
6'' 6'' 14''
WALL
W A
LL
W A
LLS
WALL
W A
LL
W A
LL
WALL
M C
LA
U
G H
LIN
S
T
M C
LA
U
G H
LIN
S
T
27" 6"4"
6"10/DOUBLE"8"
5/MULTI"
4/DOUBLE"
10/DOUBLE"
8" 12"8"
11"
4"
6"
6"8" 8"
5"
8" 8"15" 20"
8" TRIPLE
12"
S
S
S
3.5 3.4
3.974.02
TW
3.79TW
3.78
BOC 3.31
BOC 3.28
S
3.4
3.6
3.4 2.9
2.7 2.8
2.93.6
2.43.8
4.0
3.5
3.0
3.0
2.9
2.8
2.5
3.13.7
S
C
LF
W
3.81
5.3
5.3
5.3
3.4
3.0
4.8
2.3
2.4
2.2
3.70 3.79
4.17
4.
33 4.
37 4.
4.64
5.0 5.45.3
5.3
5.3 5.3
5.5
4.3
4.2 S
3.8
2.1
2.2
2.6
2.5
2.5
2.8
3.0
5.1
4.7
3.9
4.1
4.5
4.7
4.5
5.2
5.416.2''
6''
18.8''
17'' 12'' 10.5'' 9.5''
6.7''
6.3''
7.5''
9.2''
13.2''
7.1''
15''
12.1''
37''
5 5
8+00
9+00
10+00
12+00
0 + 00
1+ 00
2 + 00
3 + 00
4 + 00
4 + 49
0 + 00
1+ 00
2 + 00
0 + 00
4.
01.0
3.59
3.0
1.0
3.0
-3.5
3.0 -3
-1.0
-2.0
1.0
-1.0
-2.0
-0.66
2.0
3.0
1.0 2.0
3.0 3.59
4.0
5.0 5.0
4.0
-1
-2-3
-4
3.0
2.0 1.0
01.02.03.0
2.0
3.59 4.0
5.0 5.0
1.0
2.0
3.0 3.59
4.0 5.0
5.0 4.0
-1.0
-0.66
-2.0
-2.0
4.03.59 3.59 3.59
3.0
2.0 1.0
2.0
1.0
3.59 4.05.0
1.0
2.0 -4
-2
-1
-0.66
-2.0
-1 .0
-0 .6
0.
1.0
2.
3.
-2.5 -1.5
-0.5
5.0
5.0
4.0
4.0
3.0
1.0 2.0 1.0
2.0
3.0 3.59
3.0
5.0
3.0
4.03.0
2.01.0
4.0
1.5
-3 -2 -1
-2
-2
5.5
5.5
5.5 5.5
5.5 5.5
5.5 5.5
5.
55.
5.5
5.5
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CG109
R E
F E
R T
O S
H E
E T
C G
MATCH LINE
M A
T C
H
LIN
E
REFER TO SHEET CG102MATCH LINE
R E
F E
R T
O S
H E
E T
C G
M
A T
C H
LIN
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
FOREBAY WITH CONCRETE
FROM EL -1.0 TO -4.0
(SEE DETAIL ON DWG C506)
6' WIDE RENO MATTRESS (TYP)
(SEE DETAIL ON DWG C501)
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG105
FOREBAY WITH CONCRETE
FROM EL -0.5 TO -3.5
(SEE DETAIL ON DWG C506)
FOREBAY WITH CONCRETE
FROM EL -1.0 TO -4.0
(SEE DETAIL ON DWG C506)
EXTENDED DETENTION
EL 3.59
PERMANENT POOL
EL -0.66
EXTENDED DETENTION
EL 3.59
16" DIP WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG C508)
16" DIP ±43 LF
INV IN EL 1.5
PLAN
NORTH
KEY PLAN
WETLAND LINE
(TYP)
4'-0" X 2'-0" DB STM SWR
WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG C508)
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT BE
LOCATED THEN
REPLACE. SEE DETAIL
C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND
SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT OF
REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
7.
18" DIP WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG C508)
PROFILE 5
(SEE DWG CG203)
PROFILE 1
(SEE DWG CG201)
CROSS-SECTION C-C
(SEE DWGS CG301 AND CG302)
PROFILE 9
(SEE DWG CG205)
PROFILE 3
(SEE DWG CG202)
SCOUR HOLE WITH
CONCRETE
EL 1.0 TO -2.0
(SEE DETAIL ON DWG C506)
SCOUR HOLE WITH
CONCRETE
EL 1.0 TO -2.0
(SEE DETAIL ON DWG C506)
SCOUR HOLE WITH
CONCRETE
EL 1.0 TO -3.0
(SEE DETAIL ON DWG C506)
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
STONE FACED CONCRETE
COLLAR (TYP)
(SEE DETAIL ON DWG C506)
12' WIDE PERMANENT ACCESS WAY
WITH GRAVEL
REMOVABLE BOLLARDS (TYP)
(SEE DETAIL ON DWG C505)
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG C502)
BMP ID SIGN (TYP)
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN (TYP)
(SEE DETAIL ON DWG C502)
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER (TYP)
(SEE DETAIL ON DWG C504)
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
CHAIN LINK FENCE GATE
AS DIRECTED BY ENGINEER (TYP)
(SEE DETAIL ON DWG C501)
12'
6'
12'
6'
"DRAIN PIPE" SIGN
(SEE DETAIL ON
DWG C501)
24" RCP STM SWR WITH
FLAP GATE
(SEE DWG CU105 AND
DETAIL ON DWG C508)
38"W X 24"H RCP STM SWR
WITH FLAP GATE
(SEE DWG CU107 AND
DETAIL ON DWG C508)
24"H RCP STM SWR WITH
FLAP GATE
(SEE DWG CU108 AND
DETAIL ON DWG C508)
INTAKE SUMP WITH RIP RAP
D50 = 9" MIN.
18" ESVP STM SWR WITH FLAP GATE
(SEE DWG CU106 AND DETAIL ON
DWG C508)
REMOVABLE BOLLARDS
(SEE DETAIL ON DWG C505)
A
M E
N D
M E
N T
F
E B
INSTALL CHAIN LINK
FENCE GATE
(SEE DETAIL ON DWG C501)
10''
10''
30''
16''
14''
12'' 12'' 6''
8''
6'' 8''
10''
8''
14''
8'' 10''
28''
10''
48''
32''
24''
9.7
7.5
7.3
6.4
6.3
6.7
8.1
8.4
5.2
6.7
6.2
11.8
12.7
11.6
5.7
10.0
9.8
9.7
11.8
10.7
9.1
10.3
5.9
5.7
6.4
3.6
3.5
3.3
4.7
5.9
W
ALLS
W A
LL
8.4
5.7
5"
7"
5.01
5.13 5.21
S
S
BLOCK 3407
B
LO
C
K 3406BLOCK 3408
BLOCK 3405
BLOCK 3405
BLOCK 3407
BLOCK 3408
BLOCK 3416
B
LO
C K 3406
BLOCK 3408
BLOCK 3407
BLOCK 3407
SAN
E E E
E E
E
E
E
O H
W O
E
E E
E
E
E E
E
E
O H
W
O H
W
O H
W
O H
W
U P
#36786
3-4/0AL,99'
COMM
COMM
S A
N
G6-DB-FS-MD-LP/011
H Y
D R
A N
T
SAN
SAN
S A
N
S A
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
W
W
CB
0+00
1+00 2+00
3+00
4+00
5+006+00
7+00
1+ 00
2 + 00
2+00
3+
4+00
4+69.91
3 + 00
4 + 00
5 + 00
6 + 00
7 + 00
0+00 6.0
4.0
6.0
7.0
8.0
3.10
3.70
3.60
3.50
3.40
3.30 3.20
4.0
4.0
-6
7.0
4.0 2.0
-1.0
-2.0
7.
05.0
3.
1.
-1.5
4.
3.0
-1 .0
-2 .0
1.0
2.
3.
5.5 5.03.0 2.0
1.0
0.0
0.
-1.0 -0.66
-2.0
-1.0
-0.66
-2.0 -1.0
-0.66-2.0 0.0 1.0
2.0
3.0
3.59
4.0
5.0
2.
0 3.0
3.59
5.0
-2.0
-1 .0
-0 .6
0.
1.
0 2.0 3.0
3.59
4.
5.
6.0
4.0 3.59
3.0 4.0 5.0
-2.0
-2.0
-1.0
-1.0
-0.66
0.0
1.0
2.0
3.0
3.59
4.0 5.0 6.0
7.0
2.0 3.0
3.59
0.0 -0
.6
6.0
4.0
5.0
-0 .5
0.
1.
5.
6.
3.
3.59 3.0
2.0
1.0
0.0 -0.66
-3
-1
3.0
3.59 1.0
5.0 5.5
6.0
6.
4.
3.
2.0 1.
0.0-0.66
-0.66
-2 .0
-1 .0
-0 .6
0.
1.
2.
3.
3.
4.
5.
6.
7.
3.
3.
6.0 5.04.0
0.
-2
-4
-5
3.0
4.0
2.0
4.0 5.0
5.0
5.0
1.0
4.0
7.0
7.0
2.0 3.01.0
3.0
2.01.0
-3
-2 -1
1 0
-2
-2
5.5
5.
5.
5.
5.
3.20
5.5
5.5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CG110
R E
F E
R T
O S
H E
E T
C G
MATCH LINE
M A
T C
H
LIN
E
REFER TO SHEET CG103MATCH LINE
R E
F E
R T
O S
H E
E T
C G
M
A T
C H
LIN
E STONE FACED PIPE COLLAR (TYP)
(SEE DWG C506)
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG106
FOREBAY WITH CONCRETE
FROM EL 0.0 TO -6.0
(SEE DETAIL ON DWG C506)
11'-6"WX3'-6"H
BOX STORM SEWER
(SEE DWG CU110)
SAND LANE NORTH HEADWALL NO. 2
WITH FLAP GATE
(SEE DWG S-109)
6' WIDE RENO MATTRESS
(SEE DETAIL ON DWG C501)
FOREBAY WITH CONCRETE
FROM EL -1.5 TO 1.5
(SEE DETAIL ON DWG C506)
6' WIDE RENO MATTRESS (TYP)
(SEE DETAIL ON DWG C501)
16" DIP WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG
C508)
16" DIP ±77 LF
INV IN EL 1.5
PLAN
NORTH
KEY PLAN
WETLAND LINE
(TYP)
PERMANENT POOL
EL -0.66
EXTENDED DETENTION
EL 3.59
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT
BE LOCATED THEN
REPLACE. SEE DETAIL
C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND
SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT
OF REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW
GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
4'-0" X 2'-0" DB STM. SWR.
±48 LF
INV. IN EL. 1.5
4'-0" X 2'-0" DB STM SWR
WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON C508)
CROSS-SECTION A-A
(SEE DWGS CG301 AND CG302)
PROFILE 1
(SEE DWG CG201)
PROFILE 4
(SEE DWG CG202)
16" DIP ±36 LF
INV IN EL 1.5
SCOUR HOLE
WITH CONCRETE
EL 1.0 TO -2.0
(SEE DETAIL ON
DWG C506)
SCOUR HOLE WITH
CONCRETE
EL 1.0 TO -3.0
(SEE DETAIL ON C506)
PROFILE 2
(SEE DWG CG202)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
12' WIDE PERMANENT ACCESS WAY
WITH CONCRETE PAVER (TYP)
(SEE DETAIL ON DWG C504)
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG C502)
BMP ID SIGN
(SEE DETAIL ON
DWG C502)
SOUTH BEACH ID SIGN
(SEE DETAIL ON
DWG C502)
10' WIDE GRAVEL BERM
WITH STABILIZATION MAT
(SEE DETAIL ON DWG C504)
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
INSTALL SHALLOW
FOUNDATION BOLLARDS
(SEE DETAIL ON DWG C505)
' "DRAIN PIPE" SIGN (TYP)
(SEE DETAIL ON DWG C501)
18" ESVP STM SWR
WITH FLAP GATE
(SEE DWG CU109 AND
DETAIL ON DWG C508)
INTAKE SUMP WITH RIP RAP (TYP)
D50 = 9" MIN.
A
M E
N D
M E
N T
F
E B
7''
7''
6''
14''
18''
9''
14''
10''
14''
12''
10''
6''
18''
11''
11''
14''
11''
8''
12''
6''
10''
12''
10''
WALL
V U
LC
A
N S
T
P E
A R
S A
LL
S
T
P E
A R
S A
LL
S
T
W
14.9
12.9
11.2
13.3
9.0 9.4 9.1
7.9 7.9
7.2
1.1 1.0
9.3 9.4 9.9 9.6
9.5
9.2
9.2
8.9 9.1
9.1
11.8
11.7 13.2
12.0 12.0
11.7
10.9
11.3
12.8
13.2
13.7
12.8
12.2
11.4
11.1
W S
4.
6.6
7.8
8.3
7.8
9.2
5.3
7.5
8.4
6.7
6.7
6.4
7.0
7.6
8.1
5.4
5.4
5.6
5.7
5.6
5.9
6.0
5.9
5.6
5.1
5.0
5.2
6.0
6.1
6.0
6.3
8.0
7.2
6.3
7.5
4.5
5.3 4.1
3.7 4.0
S
5.0
C
LF
5.43
5.33
5.
5.66
5.86
5.92
5.88
5.91
5.89
5.89
5.94
5.98
5.85
4.2 4.1
4.1 4.1
4.1 4.2
4.4
4.6
4.2
4.3 4.4
4.3
4.7
6.0 6.4
6.0 5.4
6.6
2.32.4
2.4
2.2
2.1
2.1 2.93.1
3.93.8
4.3
3.6
1.9 2.12.1
2.0 2.2
1.8 2.3
2.42.2 2.2
2.2
2.2
2.2
2.2
1.9
7.1 5.4
5.2
7.3
4.
5.5
7.6
3.8
4.6
4.
4.1
5.8
S
9.2''
6.2''
7.7''
8.4''
9.3''
7.3''
12.8''
11''
10''
14.6''
13.3''
12.3''
12.4''
6.2''
14.1''
12.1''
8.3''
17.1'' 23''
7.5''
6.9''
6.8''
13.2''
13.5''
8''
9.2''
9.3'' 11.4''
14.2''
6.8'' 10.8'' 14.8''
6.6''
6''
9.8'' 11.9''
11''
10.9''
9.1'' 9.5''
9.5''
7.5''
11.7''
12.7''
7.5''
7.5''
6.7''
10.8''
11''
11.8''
11.1''
8''
8.1''
12.6''
8''
6.5'' 8.3''
14''
BLOCK 3417
BLOCK 3423
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3422
BLOCK 3423
BLOCK 3417
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N S
A N
S A
N S
A N
S A
N S
A N
W
W
W
E
E
E
E
E
E
E
E E
EE 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
3-4/O
AL,70'
2-P E
-60#
G
2-PE-60#
COMM
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
8" 1990 DIP
S A
C B
C B
C B
CB
C B
W
W
W
W
W
W
W
W
W
0 +
1+
3 + 00
4 + 00
4 + 05
3+
4+
5+00
6+
7+
8+
9+
0+00
1+
1+
.3
2.
0-1 .0
3.59
-2.0 -0.66
9.
6.
4.
2.0
-1.0
7.0 6.0
5.0 4.0 3.59
4.0 3.594.0
3.59
-2 .0
-0 .6
1.02.0
0.0 -1
.03.0
-2 .0
-0 .6
-1 .0
5.
5.
4.
3.
3.
1.
2.
0.0
-1.0
1.0
2.0
0.0
3.0
1.
-0 .6
0.
1.
0 2.
3.
3.59
4.
5.0
3.
5.
07.
8.
3.0 2.0
1.0 0.0
.0
1.0
-0.66 -2.0
3.0
-1.0
-0.66
-2.0
9.
6.
4.
3.
5.
7.
8.
6.
4.
3.
5.
7.
8.
-2.0 -1 .00.
1.
-2 .0
-2 .0
2.
-1 .0
1.0
-0 .6
2.00
-1.0
1.0
-0.66
-2.0
3.0
3.
-1.0
-3.0
-2.00
4.0 5.0
3.59
4.0
5.0
5.0 3.59
5.5
5.5
2.
-1.00
1.
-0.66
4.
3.
2.
1.
6.0
5.5
5.06.0
-2
5.
5.
5.
5.
5.5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CG111
R E
F E
R T
O S
H E
E T
C G
MATCH LINE
M A
T C
H
LIN
E
REFER TO SHEET CG104MATCH LINE
6' WIDE RENO MATTRESS (TYP)
(SEE DETAIL ON DWG C501)
FOREBAY WITH CONCRETE
FROM EL 1.0 TO -2.0
(SEE DETAIL ON C506)
QUINTARD STREET NORTH
HEADWALL NO. 1
WITH FLAP GATE
(SEE DWG S-101)
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG108
FOREBAY WITH CONCRETE
FROM EL 0.0 TO -3.0
(SEE DETAIL ON DWG C506)
PERMANENT POOL
EL -0.66
EXTENDED DETENTION
EL. 3.59
PEARSALL & AGNES PL
JUNCTION CHAMBER NO. 7
(SEE DWG S-121)
PLAN
NORTH
KEY PLAN
WETLAND LINE
(TYP)
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT BE
LOCATED THEN REPLACE.
SEE DETAIL C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND
SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT OF
REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
18" DIP ±43 LF
INV IN EL 1.50
CROSS-SECTION D-D
(SEE DWG CG302)
PROFILE 7
(SEE DWG CG204)
PROFILE 8
(SEE DWG CG204)
PROFILE 10
(SEE DWG CG205)
G R
A D
E T
O D
R A
IN
18" DIP WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG C508)
SCOUR HOLE WITH CONCRETE
EL 1.0 TO -2.0
(SEE DETAIL ON DWG C506)
18" E.S.V.P. STM. SWR
WITH FLAP GATE
(SEE DWG CU111 AND
DETAIL ON C508)
4'-0"WX2'-6"H STM SWR
(SEE DWG CU102)
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
4' HIGH CHAIN LINK FENCE
(SEE DETAIL ON DWG C501)
"ADOPT A BLUEBELT" SIGN
(SEE DETAIL ON DWG C502)
BMP ID SIGN
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN
(SEE DETAIL ON DWG C502)
12' WIDE ACCESS WAY WITH
CONCRETE PAVERS
(SEE DETAIL ON DWG C504)
12' WIDE GRAVEL ACCESS WAY
6'
12'
INTAKE SUMP
WITH RIP RAP
D50 = 9" MIN.
5'-6"W x 3'-'0"H F.T.R.C.
STM. SWR.
(SEE DWG CU101)
INSTALL CHAIN LINK
FENCE GATE
(SEE DETAIL ON DWG C501)
A
M E
N D
M E
N T
F
E B
10''
16''
14''
18''
20''
8'' 14''
6.7
8.2
5.9
7.3
5.8
7.2
5.8
6.5
6.2
8.5
4.7
7.6
5.3
7.5
7.0 7.54.1
4.4
7.1
6.4
4.5
5.9
4.6
7.4
7.9
8.37.2
4.5
6.
4.9
6.2
4.8
12.1
10.1
7.9
4.3
W A
LL
WALL
WALLS
W A
LL
W A
LL
W A
LL
W A
LL
W A
LL
W A
LL
WALL
W A
LL
7.3
5.9
5.8
6.3
7.9
5.7
12.6
9.8
7.9
7.1
6.1
5.4
5.6
P E
A R
S A
LL
S
T
M C
L A
U G
H
LI
N S
T
A N
D R
E W
S S
T
AGNES PL
QUINCY AVE
M C
L A
U G
H
LI
N S
T
S
4.
6.6 5.2
5.4
5.5
5.5
5.6
S
5.505.47
5.44
5.43
5.
5.
5.66
S
S
W
4.
4.59
4.83 4.79
4.21 4.31
4.41
4.31
4.38
4.08
4.3
5.
5.14 5.03
4.76
5.3
5.3
W
4.
S
S
5.
5.
5.
5.
615.
6.
5.
905.
5.62 5.43
5.49
5.08
5.21 5.075.1
5.4
5.85.8
5.3 5.3
5.8
5.9
5.7 3.
5.0
4.9 3.
4.
4.7
4.69
4.19
4.18
4.42
4.49
S
4.8
4.7
5.8
4.7 4.3
3.9 4.5
3.2
4.1
4.7 4.5
4.
4.32
5.1
4.6 4.7
5.4
5.50
5.
5.01
5.
5.14
4.60
S
CLF
4.26
4.5
4.3
5.7
4.8
4.4
4.5
4.66
9'' 10.6''
7.3''
12.4''
17.5''
14.7'' 6.4''
16.5'' 7.5''
5''
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S R
= 4.54
S R
= 5.58
S A
N
W
G A
S M
A R
K O
U T
E
E
E E
E
E
E E
E
E
OHW
6-P E
-6 W C
-R E
T
6-PE-6 WC-RET
COMM
COMM
C O
M M
COMM
COMM
8" 1990 DIP
4-ST-6 WC-RET
S
E E
E
E
E
E
E
E
E
E E
E E E E
E
E
E
E
E
E
G
G
G
G
G
G
2-P E
-60#
2-PE-60#
R E
T-6-C I-6 W
C -R
E T
2-PE-60#
SAN
SAN
SAN
SAN
S R
= 5.83
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM COMM COMM
COMM
COMM
COMM
W
W
W
W
W
W
8" 2016 D
IP
W
W
8" 1990 DIP
W
W MH AS PER REF
W
6-PE-6 WC-RET
8" 1990 DIP
G
G
G
W W
W
W
W
8" 2016 D
IP
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
E E E E E
E
E
E
E
E
E
E
6-C I-6 W
C -R
E T
2-P E
-60#
O
OHW
OHW
E
E E
E
OHW
OHW
OHW
O
G G
G G
G
S R
= 5.06S R
= 4.83
S R
= 5.25
S R
= 5.61
R = 4.41
BLOCK 3410
BLOCK 3417
BLOCK 3410
D C B
C B
C B
C B
C B
0 + 4.0
3.59 3.0
4.0
5.0
5.0
2.0 3.01.0
6.0 5.0
5.5 5.5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
0 30'15
SCALE: 1" = 30'
R E
F E
R T
O S
H E
E T
C G
M
A T
C H
LIN
E
REFER TO SHEET CG105MATCH LINE
R E
F E
R T
O S
H E
E T
C G
M
A T
C H
LIN
E
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG109
ANDREW ST JUNCTION CHAMBER NO. 6
(SEE DWG S-120)
4'-0" X 2'-0" DB STM SWR
±36 LF
INV IN EL 1.5
PLAN
NORTH
KEY PLAN
WETLAND LINE (TYP)
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
CONTRACTING OFFICER.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT BE
LOCATED THEN
REPLACE. SEE DETAIL
C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND
SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT OF
REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
18" DIP ±40 LF
INV IN EL 1.5
38"WX24"H STM SWR ±81 LF WITH FLAP GATE
(SEE DWG CU107 AND DETAIL ON C508)
24" STM SWR ±105 LF WITH
FLAP GATE
(SEE DWG CU105 AND DETAIL
ON C508)
STONE FACED CONCRETE
COLLAR (TYP)
(SEE DETAIL ON DWG C506)
6' WIDE GRAVEL BERM
WITH STABILIZATION MAT
(SEE DETAIL ON
DWG C504)
12' WIDE PERMANENT
ACCESS WAY WITH
CONCRETE PAVERS
(SEE DETAIL ON DWG C504)
REMOVABLE BOLLARDS
(SEE DETAIL ON DWG C505)
"ADOPT A BLUEBELT" SIGN, TYP
(SEE DETAIL ON DWG C502)
BMP ID SIGN, TYP
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN, TYP
(SEE DETAIL ON DWG C502)
CONCRETE MONUMENT, TYP
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
"DRAIN PIPE" SIGN (TYP)
(SEE DETAIL ON DWG C501)
INTAKE SUMP WITH
RIP RAP (TYP)
D50 = 9" MIN.
A
M E
N D
M E
N T
F
E B
WALL
E
N
TW
O R
TH
A
V E
LANSING ST
SOUTH B
EACH A
VE
BALFOUR ST
ORLANDO ST
W E
N
TW
O R
TH
A
V E
5.21
S
S
C B
G R
TG
= 3.74
W
S
S
6.49M H
SA
9.46
8.78
8.
7.
6.
5.
5.
75 6.
7.
S
CLF
CLF
CLF
CLF
CLF
CLF
CLF
W
CLF
CLF
G
G
W
W
E
E
E
E
E
E
E E
EE
EE
E
E
E
S R
= 5.77
S R
= 10.85
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
4-P E
-6 W C
-R E
T 2-P
E -60#
8" 2002 D
IP
COMM
COMM
O
C B
G R
TG
= 3.74
S
R = 4.41
S A
N
SAN
SAN
SAN
SAN
SAN
W
S
R = 8.75
S R
= 6.97 W
SAN
SAN
SAN
SAN
SAN
SAN
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6-PE-6 WC-RET
4-PE-60#
4-CI-6 WC-RET
SI10440
4-PE-60#
4-CI-6 WC-RET
SI10441
4-PE-60#
G
G
8" 1928 CIP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SAN
SAN
SAN
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E
E E
E
T-34797
3-4/0AL,101'
3-4/0AL,111'
FO
COMM
COMM COMM
COMM
COMM
COMM
COMM
COMM
SAN
SAN
SAN
O
OHW OHW
FH
FH
5.35
BLOCK 3410
BLOCK 3405
BLOCK 3404
BLOCK 3405
BLOCK 3404
BLOCK 3404
BLOCK 3405
S
S
S
S
S
S A
N
S A
N
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
SAN
SAN
SAN
D C B
C B
0+00
1+
0 +
1+
2 + 00
3.90
3.80
4.10
4.0
-2.0 4.0 2.0
-0.66
1.0
-2.0
-1.03.
4.
5.
5.
3.
1.
0.
-1.0
-0.66
5.05.0
5.0
4.0 3.0
2.
1.0
0.0 0.0
0 1
2.0
3.0
2.0
3.0 3.59
4.0
5.0
5.0
3.0 2.0
2.0 1.0
4.0 3.0
2.0
1.0
6.0
4.0
-3
-2 -1
1 0
-1
5.
55.
5.5
5.5
5.55.5
5.5 5.5
5.0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
0 30'15
SCALE: 1" = 30'
R E
F E
R T
O S
H E
E T
C G
M
A T
C H
LIN
E
REFER TO SHEET CG106MATCH LINE
SCOUR HOLE WITH CONCRETE
FROM EL 2.0 TO -2.0
(SEE DETAIL ON DWG C506)
6' WIDE RENO MATTRESS (TYP)
(SEE DETAIL ON DWG C501)
4'-0" X 2'-0" TB STM SWR
± 41 LF
INV IN EL 1.5
4'-0" X 2'-0" TB STM SWR
WITH FLAP GATE
INV OUT EL 1.0
(SEE DETAIL ON DWG C508)
NOTES:
1. ALL BMP WORK TO BE
DONE AT THE DIRECTION
AND APPROVAL OF THE
DEP REPRESENTATIVE.
2. LOCATE EXISTING
BLUEBELT SURVEY
MONUMENTS. IF
MONUMENTS CANNOT BE
LOCATED THEN
REPLACE. SEE DETAIL
C503.
3. ALL DISTURBED AREAS
MUST BE SMOOTH
GRADED TO MATCH
EXISTING GRADES,
STABILIZED, AND
SEEDED.
4. IN AREAS WHERE
EXCAVATION ACTIVITIES
ARE TAKING PLACE AND
PHRAGMITES ARE
PRESENT, THE ROOT
MASS SHALL BE FULLY
REMOVED. IF NEW
CONTOURS INDICATE
LESS THAN ONE FOOT OF
REMOVAL, THEN THE
ROOT MASS SHALL BE
OVER EXCAVATED TO A
DEPTH OF ONE FOOT,
AND BACKFILLED WITH
TOPSOIL TO NEW GRADE.
5. INSTALL SURVEY
MONUMENTS AND
BOLLARDS AT ALL DEP
PROPERTY CORNERS
AND EVERY 150 FT
ALONG STRAIGHT RUNS.
SEE DETAIL C503.
6. FINAL LOCATION OF
PERMANENT FENCE TO
BE COORDINATED WITH
NYCDEP.
W
2D S
B
X
X
D E
C E
M B
E R
A N
S I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
R G
O
F
G
R A
D
IN
G P
LA
N
CG110
PLAN
NORTH
KEY PLAN
WETLAND LINE
(TYP)
EXTENDED DETENTION
EL 3.59
PERMANENT POOL
EL -0.66
CROSS-SECTION A-A
(SEE DWG CG301)
PROFILE 2
(SEE DWG CG202)
SCOUR HOLE WITH
CONCRETE
EL 1.0 TO -3.0
(SEE DETAIL ON DWG C506)
24" STM SWR WITH FLAP GATE
(SEE DWG CU108 AND DETAIL
ON C508)
18" SAN SWR
(SEE DWG CU113 AND CU114)
4'-0"WX2'-0"H STM SWR
WITH FLAP GATE
(SEE DWG CU109 AND
DETAIL ON C508)
CONCRETE DROP STRUCTURE
(SEE DETAIL ON DWG C501)
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
12' WIDE PERMANENT ACCESS
WAY WITH CONCRETE PAVERS
(SEE DETAIL ON C504)
10 ' WIDE GRAVEL BERM WITH STABILIZATION MAT
(SEE DETAIL ON DWG C504)
CONCRETE MONUMENT (TYP)
(SEE DETAIL ON DWG C503
AND NOTE 5 ON THIS DWG)
10'
"DRAIN PIPE" SIGN
(SEE DETAIL ON DWG C501)
BANK STABILIZATION, D50 = 20"
(SEE DETAIL ON DWG C505)
INTAKE SUMP WITH RIP RAP (TYP)
D50 = 9 MIN.
A
M E
N D
M E
N T
F
E B
INSTALL CHAIN LINK
FENCE GATE
(SEE DETAIL ON DWG C501)
INSTALL CHAIN LINK
FENCE GATE
(SEE DETAIL ON DWG C501)
8.4
9.4
8.8
16.4
14.3
14.7
14.4
4.7
13.1
5.4
4.4
4.8
5.5
6.8
6.7
4.5
4.1
4.8
3.1
9.4
14.5
5.7
7.3
6.8
5.9
4.5
10.5
14.9
15.7
16.6
17.3
15.6
18.1
11.0
4.3 4.2
13.5
11.5 16.3
15.3
12.1
14.6
15.1
5.7
M A
LL
O
R Y
A V
E
LAVA ST
V U
LC
A
N S
T
PATTERSON AVE
W
IN
F
IE
LD
S
T
V U
LC
A
N S
T
Q U
IN
T
A R
D S
T R
E E
T W
W
3''
24.5''
7.5''
13.4''
19''
11.4''
7.5''
8'' BLOCK 3417
BLOCK 3423
BLOCK 3418
BLOCK 3422
BLOCK 3418
BLOCK 3417
BLOCK 3422
CB GRTG = 8.57
CB
G R
T G
.4
S
R = 9.23
S
R = 9.14
S
R = 9.02
S R
= 9.89
S R
= 10.37
S
R
.2
S R
= 11.17
W C
B
G R
T G
.2
PATTERSON AVE
Q U
IN
T
A R
D S
T R
E E
T
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N
SAN SAN SAN SAN SAN SAN
W W
W W
W
E
E E
E E
E C
O M
M C
O M
M E
E E
G G
G 2-P
E -60#-D
D
8-P E
-6 W C
-R E
T
S R
= 10.97
S A
N
S A
N
S A
N
S
S R
= 6.81
S R
= 6.52 W
S R
= 5.90
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
SAN
SAN
SAN
SAN
G
G
GAS MARKOUT
4-P E
-6 W C
-R E
T
4-PE-6 WC-RET
2-PE-60#
6-PE-6 WC-RET
W
W
W
W
W
W
W
W
W
W
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
COMM
C O
M M
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E E
E
OHW
OHW
OHW
FH
FH
O
2-PE-60#
W
W
C B
C B
0+
1+
2+
1+
-2.0
-0.66
1.0
4.0
4.0
3.59 7.0
10.0 13.0
13.0
12.0 11.0 10.0 9.0
8.0 7.0 6.0 4.0 3.59
5.0 4.0 3.59
12.0 11.0 9.0
8.0 6.0
4.0
14.0
5.0
3.59 3.0
2.0
0.0
-1.0
3.
-2 .0
-0 .6
1.
2.
0.
-1 .0
3.
3.0 3.59
1.0
2.0
-1.0
5.0 5.0
-2 .0
-0 .6
2.0
0.
-1 .0
5.
5.
4.
3.
2.0 1.0
12.0 14.0 15.0
1.0 -2
5.5 5.5
5.
5.
7.3 4.8
BLOCK 3417
BLOCK 3417
0 30'15
SCALE: 1" = 30'
REFER TO SHEET CG108MATCH LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
FOREBAY WITH CONCRETE
FROM EL -1.0 TO 2.0
(SEE DETAIL ON DWG C506)
EXTENDED DETENTION
EL 3.59
PERMANENT POOL
EL -0.66
STONE FACED PIPE COLLAR (TYP)
(SEE DWG C506)
6' WIDE RENO MATTRESS (TYP)
(SEE DETAIL ON DWG C501)
QUINTARD STREET NORTH
JUNCTION CHAMBER NO. 1
(SEE DWG S-102)
W
2D S
B
X
X
D E
C E
M B
E R
S
I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
G
F
G R
A D
IN
G
P
LA
N
CG111
PLAN
NORTH
KEY PLAN
WETLAND LINE
(TYP)
NOTES:
1. ALL BMP WORK TO BE DONE AT THE
DIRECTION OF THE ENGINEER.
2. LOCATE EXISTING BLUEBELT SURVEY
MONUMENTS. IF MONUMENTS CANNOT
BE LOCATED THEN REPLACE. SEE
DETAIL C503.
3. ALL DISTURBED AREAS MUST BE
SMOOTH GRADED TO MATCH EXISTING
GRADES, STABILIZED, AND SEEDED.
4. IN AREAS WHERE EXCAVATION
ACTIVITIES ARE TAKING PLACE AND
PHRAGMITES ARE PRESENT, THE ROOT
MASS SHALL BE FULLY REMOVED. IF
PROPOSED CONTOURS INDICATE LESS
THAN ONE FOOT OF REMOVAL, THEN
THE ROOT MASS SHALL BE OVER
EXCAVATED TO A DEPTH OF ONE FOOT,
AND BACKFILLED WITH TOPSOIL TO
PROPOSED GRADE.
5. INSTALL SURVEY MONUMENTS AND
BOLLARDS AT ALL DEP PROPERTY
CORNERS AND EVERY 150 FT ALONG
STRAIGHT RUNS. SEE DETAIL C503.
18" DIP DB ± 38 LF
INV EL 1.5
18" DIP DB WITH FLAP
GATE
INV OUT 1.0
(SEE DETAIL ON DWG
C508)
REFER TO SHEET CG108
G R
A D
E T
O D
R A
IN
SCOUR HOLE WITH
CONCRETE
EL -2.0 TO 1.0
(SEE DETAIL ON DWG
C506)
R E
F E
R T
O S
H E
E T
C G
111 (T H
IS
S
H E
E T
R E
F E
R T
O S
H E
E T
C G
111 (T H
IS
S
H E
E T
24" STM SWR WITH FLAP GATE
(SEE DWG CU104 AND DETAIL
ON C508)
5'-6"WX3'-0"H STM SWR
(SEE DWG CU101)
PROFILE 7
(SEE DWG CG204)
CROSS SECTION D-D
(SEE DWG CG302 )
QUINTARD STREET NORTH
JUNCTION CHAMBER NO. 1
(SEE DWG S-102)
"ADOPT A BLUEBELT" SIGN,
TYP
(SEE DETAIL ON DWG C502)
BMP ID SIGN, TYP
(SEE DETAIL ON DWG C502)
SOUTH BEACH ID SIGN, TYP
(SEE DETAIL ON DWG C502)
12' WIDE PERMANENT ACCESS
WAY WITH CONCRETE PAVERS
(TYP)
(SEE DETAIL ON DWG C504)
12' WIDE GRAVEL ACCESS WAY
6' WIDE GRAVEL BERM WITH
STABILIZATION MAT
(SEE DETAIL ON DWG C504)
CHAIN LINK FENCE GATE
AS DIRECTED BY ENGINEER
(SEE DWG C501)
NEWLY INSTALLED SWING GATE AND GUIDERAIL
TO BE RESTORED IN KIND AFTER CONSTRUCTION
OF CHAMBER AND STORM SEWER
12'
6'
"DRAIN PIPE" SIGN
(SEE DETAIL ON
DWG C501)
A
M E
N D
M E
N T
F
E B
-8
-5
-8
-5
-0+50 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+00
-8
-5
-8
-5
-0+50 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+904+00
-8
-5
-8
-5
-0+50 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+904+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
ORLANDO ST PROFILE 2
WENTWORTH PROFILE 3
OCEANSIDE AVE PROFILE 4
W
2D S
B
X
X
D E
C E
M B
E R
S
I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E O
F S
T A
T E
N
IS
LA
N
D , N
E W
Y O
R K
IN
T
E R
IO
R
D R
A
IN
A G
E A
R E
A L
R E
A D
Y T
O A
D V
E R
T
IS
E , 1
D
E C
E M
B E
R , 2
D . S
H E
E R
A N
C . L
A U
C E
LL
A
J.
R
IV
A
S
E . R
O S
E N
B E
G
F
P
O N
D P
R O
F
IL
E S
CG202
A
M E
N D
M E
N T
F
E B
-8
-8
-5
-0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70
-8
-5
-0+100+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90
-8
-5
-8
-5
-0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SHEET ID
US Army Corps of Engineers
SBE-1B CROSS SECTION B-B
SBE-1B AND SBE-1C CROSS SECTION C-C
SBE-1B CROSS SECTION A-A
W
2D S
B
X
X
D E
C E
M B
E R
S
I D
C O
A S
T A
L S
T O
R M
R
IS
K M
A N
A G
E M
E N
T S
O U
T H
S H
O R
E…
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