Plans for W912DS-09-B-0015 Amend 0003.pdf
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- Gerritsen Creek Ecosystem Tidal Marsh & Coastal Upland Community Restoration in Brooklyn, New York
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- W912DS-09-B-0015
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W912DS-09-B-0015 Amendment 0003 Plans.
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TITLE
SHEET
NO.
NO.
GI002
In d e x
SHEET
REFERENCE NO.
GI001Cover Sheet
Survey Control & Existing Contours
Channel and Baseline Alignments
Swale Alignment Tables
Trench Drain Alignment & Swale Alignment Points
Nature Trail Demolition
General Civil Site Plan
Civil Site Plan 1
Civil Site Plan 2: Baseline A (Sta. 0+00 - 7+00.98)
Civil Site Plan 4
Civil Site Plan 3: Baseline A (Sta. 7+00.98 - 9+90.23)
Civil Site Plan 5: Baseline A (Sta. 9+90.23 - 16+18.14)
Civil Site Plan 6: Baseline A (Sta. 16+18.14 - 25+35.30)
Civil Site Plan 7: Baseline A (Sta. 25+35.30 - 29+33.10)
Civil Site Plan 8
Civil Site Plan 9
Civil Site Plan 10
Civil Site Plan 11: Baseline A (Sta. 29+33.10 - 34+41.97)
Civil Site Plan 12
Civil Site Plan 13
Baseline A Profile: Sta. 0+00 - 12+12.10
Baseline A Profile: Sta. 12+12.10 - 22+39.45
Baseline A Profile: Sta. 22+39.45 - 34+41.97
Channel A & Channel B Profiles
Channel C & Channel D Profiles
Channel E & Channel F Profiles
Baseline A Cross-Sections 1
Baseline A Cross-Sections 2
Baseline A Cross-Sections 3
Trench Drain Profile: Station 0+00 to 11+00
Trench Drain Profile: Station 23+00 to 30+90
Trench Drain Profile: Station 11+00 to 23+00
Cross Drain #1 Profile
Cross Drain #2 Profile
Cross Drain #3 Profile
Cross Drain #4 Profile
Cross Drain #5 Profile
General Planting Plan
Restoration Planting Plan 1
Restoration Planting Plan 2
Restoration Planting Plan 3
Restoration Planting Plan 4
Restoration Planting Plan 5
Drainage Details 1
Erosion & Sediment Control Details
Survey Site Plan 1
Survey Site Plan 2
Survey Site Plan 3
Survey Site Plan 4
Survey Site Plan 5
Survey Site Plan 6
AMEND
TITLE
SHEET
NO. NO.
SHEET
REFERENCE NO.
CG309
AMEND
Survey Site Plan 7
68 Survey Site Plan 10
Survey Site Plan 11
GI002
V-101
CG401
C-401
C-001
CS101
C-101
C-102
C-103
C-104
C-105
C-106
C-107
C-108
C-109
C-110
C-111
C-112
CG201
CG202
CG203
CG204
CG205
CG206
CG301
CG302
CG303
CG304
CG305
CG306
CG307
CG308
CG310
CG311
C-113
LD102
CE101
CE102
CE103
CE104
CE105
CE106
GC501
GC502
GC503
GC504
GC505
CR501
CU501
CU502
CE501
GC101
GC001
VA101
RC101
RC102
RC103
RC104
RC105
RC106
RC107
RC108
RC109
RC110
RC111
DRAWING INDEX
Index
LD101
6’ Chain Link Fence w/Top Rail
Single Leaf Gate & COR-TEN Guiderail Details
6’ Chain Link Fence Gate
RC112
RC113
72 3
Recreational Features Details
Drainage Details 2
Planting Details
Soil Erosion and Sediment Control Plan
Project Notes
Existing Aerial & Topo Conditions
Survey Site Plan 8
Survey Site Plan 9
Survey Site Plan 12
Survey Site Plan 13
B001Geotechnical Tables
Herbivory Fencing & Grassland Perimeter Fencing
57 3L-001Planting Tables
S h e e ts m o d if ie d u n d e r
A M
E N
D M
E N
T
A u g
Roadway Details
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P
S f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G
E R
R I T
S E
N C
R
G
I
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
H
C O
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E K
B R
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
0 100 100 200FT
SCALE: 1’’= 100’
V-101
S ’4
"E
.0
S ’1
E
.0
S ’1
E
.8
S ’3
E
.5
S ’2
"E
.8
S ’3
W
.7
S ’0
"E
.9
N ’0
"E
.7
N ’3
E
.3
S74 33 6441’39"E447.82’
NORTHING EASTING ELEVATION
5.271,003,947.5085159,349.1089MONUMENT #1
23.941,004,986.2215158,899.4778MONUMENT #2
4.141,004,119.7938158,969.3558
3.941,004,315.1553158,784.6315
7.381,004,660.7201158,511.3304
8.921,004,809.2115158,396.3100
3.401,004,696.5832158,256.2698
2.471,005,249.4661157,928.0210
1.701,005,465.2700158,106.0211
-0.031,005,712.7381158,406.6608
-1,007,212.4839158,259.5858
SURVEY CONTROL POINTS
REBAR #3
REBAR #4
REBAR #5
REBAR #6
REBAR #7
REBAR #8
REBAR #9
REBAR #10
REBAR #11
END OF
BASELINE A
REBAR
#3
MONUMENT #1
REBAR
#4
MONUMENT #2
REBAR
#5
REBAR
#6
REBAR
#8
REBAR
#9
REBAR
REBAR
#10
#11
#7
REBAR
E
E
E
E
E
E
N 159500
N 159000
N 158500
N 158000
E
E
E
E
E
E
N 158000
N 158500
N 159000
N 159500
N
2. MONUMENT #1 HAS SAME N/E POINTS AS START OF BASELINE A.
GENERAL NOTES:
1. REFER TO SHEET CG-401 FOR "BASELINE A" ALIGNMENT.
S u rv e y
C o n tr o l
E x is ti n g
C o n to u r s
G E R
R
IT
S E N
C R
E E K
M
IL
L C
R E
E K
159,269.4700 1,003,729.8970 TBD
20+00
BASELINE A
A u g
B a s e li n e A a d d e d
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R V
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
4.18
6.04
7.61
8.73
11.17
12.35
12.57
4.59
4.95
6.46
10.13
10.28
10.64
10.32
9.59
8.48
6.08
5.48
5.31
7.39
8.46
9.52
9.10
10.32
10.37
9.13
7.42
7.81
8.75
10.91
10.56
10.31
12.41
11.23
11.25
10.19
10.79
6.16
5.42
12.64
0.63
1.60
3.49
0.77
1.37
2.24
1.43
1.54
3.84
4.59
3.47
1.65
1.69
0.18
2.53
1.47
-0.27
0.49
1.43
2.59
3.35
4.45
-0.83
0.00
1.64
2.31
2.53
1.41
0.74
1.73
1.36
1.29 2.46
2.33
2.82
1.73
1.59
1.17
0.81
1.69
1.39
2.46
4.65
5.29
5.20
7.15
8.16
11.91
14.02
12.75
-0.13
-0.82
0.31
-1.64
-2.17
-1.66
-2.26
-2.01
2.76
3.04
1.17
4.63
5.42
6.12
5.31
3.08
2.86 -0.39
3.62
3.67
2.46
3.34
2.52
4.53
5.57
1.93
2.12
5.13
7.46
9.41
9.36
9.80
10.83
10.27
4.54
3.72
2.25
5.76
5.91
4.92
5.46
6.20
6.48
7.57
7.50
5.54
7.10
6.63
7.43
5.63
4.85
4.55
4.37
5.67
5.36
6.19
5.55
5.82
9.43
12.39
10.65
11.11
11.22
13.68
12.65
12.32
9.42
10.76
11.99
8.55
7.58
6.06
6.20
5.51
3.44
5.73
6.47
7.68
7.84
8.11
13.69 11.61
12.67
7.25
8.28
10.35
11.74
5.21
8.81
0.58
3.17
3.63
2.81
0.25
4.56
-2.14
0.52
3.32
-0.26
1.93
1.51
0.82
-0.86
2.16
3.68
4.14
5.48
4.65
2.44
0.18
-1.48
8.95
9.76
9.52
7.67
9.41
9.80
8.91
1.84
1.87
-0.63
1.66
0.26
-1.45
13.53
13.21
12.64
13.47
9.17
1.71
2.53
3.40
3.64
3.03
4.82
4.59
3.73
3.34
7.42
10.54
11.76
11.83
14.43
12.77
17.31
12.77
16.22
16.61
16.56
17.74
17.65
17.47
18.31
13.87
14.35
14.06
15.38
14.75
15.58
16.30
17.31
18.35
24.29
13.93
14.74
13.95
13.61
12.91
10.94
15.28
18.22
17.40
16.18
15.54
15.61
15.52
14.31
12.65
15.18
14.69
13.77 14.51
13.77
13.34
13.64
13.11
13.58
13.71
13.84
12.64
11.78
10.98
12.44
10.72
11.70
12.45
12.72
13.64
14.26
15.28
14.40
14.07
16.23
16.47
10.54
11.70
11.09
12.71
12.39
14.64
13.21
13.04
11.83
13.58
12.46
11.96
12.44
12.05
11.64
12.40
12.56
12.92
13.76
11.53
10.58
9.89
9.79
10.41
11.26
10.71
11.29
10.75
11.61
7.51
8.32
6.69
7.75
7.65
6.34
9.90
8.08
8.85
10.07
10.78
11.38
10.32
10.68
10.71
15.74
14.44
14.78
14.10
12.93
-0.61
0.83
11.67
10.61
6.58
6.54
7.75
6.47
5.47
3.90
13.60
10.03
-1.90
-2.30
-2.82
11.10
10.74
8.40
8.10
10.63
9.45
10.21
7.68
6.40
11.71
13.32
13.49
13.47
12.61
13.11
15.03
17.75
17.60
-1
-1
-8
-8
-8
-4
-4
9- 8-
-1
-1
-1
-1
-1
-1
-10
-10
-9
-9
-9
-9
-7
-7
-7
-6
-6
-6
-5
-5
-5
-3
-3
-3
-3
-2
-2
-2
-1
-1
-1
-1
G
E
R
R
I
T
S
E
N
C
R
E
E
K
CREEK
MILL
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
BASELINE A
CG401
C h a n n e l a n d
B a s e li n e A li g n m e n ts
0+00 0+50 1+00
1+50 2+00 2+50 3+00
3+50 4+00 4+50 5+00
5+50 6+00 6+50 7+00
7+50 8+00 8+50 9+00
9+50 10+00 10+50 11+00
11+50 12+00 12+50 13+00
13+50 14+00 14+50 15+00
15+50 16+00 16+50 17+00
17+50 18+00 18+50 19+00
19+50 20+0020+50 21+00 21+50 22+0022+50 23+0023+50 24+00
24+50 25+0025+50 26+0026+50 27+00 27+50 28+00 28+50 29+00 29+50 30+0030+50 31+00
31+50 32+00 32+50 33+00
33+50 34+00
0+00
1+
3+00
0+00
1+
2+00
4+00
1+00
2+00
3+
5+00
6+00
7+00
9+00
+00
3+00
4+00 0+001+00
2+00
4+00
6+00
7+00
9+00
1+00
2+00
4+00
5+00
7+00
8+00
.5
4+70.32
.3
4+71.41
.8
.3
-0+27.84
.0
CHANNEL A
CHANNEL B
CHANNEL C
CHANNEL E
CHANNEL F
BASELINE A
NORTHING EASTING
BASELINE A
CHANNEL A
CHANNEL B
CHANNEL C
CHANNEL D
CHANNEL E
CHANNEL F
STATION NORTHING EASTING STATION
158,655.84 1,004,168.22 0+00 7+05.54159,192.81 1,003,993.27
1,004,543.45 158,694.82 1,004,263.32 4+70.320+00
157,941.01 1,004,961.10 158,362.13 1,005,423.54 10+56.330+00
158,473.70
158,477.81 1,005,830.15 158,613.94 1,005,547.54 4+71.410+00
-0+27.84 10+54.85158,636.88 1,005,765.51158,627.94 1,006,513.97
158,103.60 1,006,901.49 158,512.60 1,006,641.45 9+89.010+00
159,349.11 1,003,947.51 158,259.59 1,007,212.48 34+41.970+00
N
0 150 150 300FT
SCALE: 1’’= 150’
E
E
E
E
N 159500
N 158500
N 157500
N 159500
N 158500
N 157500
E
E
E
E
GENERAL NOTES:
1. MONUMENT #1 HAS SAME N/E POINTS AS START OF BASELINE A.
2. REFER TO SHEET V-101 FOR SURVEY CONTROL POINTS.
.1
.3
.2
.5
.9
.9
.4
.5
.9
.7
.1
.2
C R
O S
S S
E C
T I O
N
C R
O S
S S
E C
T I O
N
C R
O S
S S
E C
T I O
N
C R
O S
S S
E C
T I O
N
C R
O S
S S
E C
T I O
N
C R
O S
S S
E C
T I O
N
34+41.97
CHANNEL D
BEGIN END
3. REFER TO SPEC SECTION 00903 FOR CHANNEL AND TRENCH DRAIN PIPE CONTROL POINTS.
R e v is io n s t o T a b le T it le a n d N o te s
A u g
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
G X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
N
E
E
E
E
N 159500
N 159000
N 158500
E
E
E
E
N 158500
N 159000
N 159500
065 65 130FT
SCALE: 1" = 65’
32.5
Lawn Inlet #9
Trench Drain 9-4
Cross Drain #2
Cross Drain #4
Trench Drain 7-8A
Trench Drain 7-8B
Cross Drain #5
Cross Drain #1
Cross Drain #3
Lawn Inlet #10
Trench Drain 8-2
Trench Drain 10-6
Trench Drain 2-10
Swale #2
Swale #1
Swale #3
C-401
1A
1C
1B
1D
1E
1F
3G
3I3H
3C
3A
3D
2A
2B
2C
2D
2E
2F
2G
2H
2I (GH)
2J1
2J2 2K
2L
2N
2M (KL)
T re n c h
D ra in A li g n m e n t (O p ti o n
S w a le
A li g n m e n t P o in ts
O p ti o n
1.00
T
D
T
D
T D
T
D
T
D
T D
7+00TD
T D
T
D
+00
T D
12+00TD
T
D
13+00TD
14+00TD
T D
T
D
T D
18+00TD
19+00TD
20+00TD
T
D
T
D
T
D
T
D
T
D
T D
27+00T D
28+00TD
29+00T D
30+00TD
30+82.27TD
A u g
Trench Drain 4-7
Baseline A
B a s e li n e a n d
T r e n c h
D r a in
P ip e s ta ti o n in g a d d e d
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
-1.50
1.25
12201
12202
12203
12204
12205
12206
12207 122081220912210
12211
12212
12213
12214
12215
12216
12217
12218
12219 12220
12221
12222
12223
12224
12225
12226
1222712228
12229
1223012231 12232
12233
12235
12236
12237
12238 12239
12240
12241 12242 12243
12244
12245
12246
12247
12248
12249
12250 12251
12252
12253
12254
12255 12256
12257
12258
12259
12260 12261
12262 12263
12264
12265
12266
12267
12268
12269
12270
12271
12272
12273
12274
12275
12276
12277
12278
12279 12280
12281 12282
12283 12284
12285
12286
12287
12289
12290
12291
12292
12293
12294
12299
12300 12301
12302
12303
12304
12305
12306
12307
12308
12309
12310
12311
12312
12315
12316
12317
12318
12319
12320
12321
12322
12323 12324
12325
12326
12327
15+ 18.6
0125 62.5 125 250FT
SCALE: 1’’= 125’
LD101
N a tu re T ra il
D e m o li ti o n
N 160000
N 159500
N 159000
N 158500
N 158000
E
E
E
E
E
E
E
E
E
E
E
E
E
E
N 160000
N 159500
N 159000
N 158500
N 158000
Remove Trail
Remove Trail
Existing Trail
(Base Contract)
(Base Contract)
Remove Portion of
Existing Trail
(Option #1)
Remove Portion of
Existing Trail
(Option #1)
Remove Portion of
Existing Trail
(Option #1)
Remove Portion of
Existing Trail
(Option #1) Proposed Trail
(Option #1)
Remove Portion of
Existing Trail
(Option #1)
Remove Portion of
Existing Trail
(Option #1)
Remove Portion of
Existing Trail
(Option #1)
Proposed Trail
(Option #1)
Baseline A
B a s e li n e a d d e d re v is io n s t o n a tu re t ra il d e m o li ti o n
S e p
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R L
D X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
M
A
R
I
P
A
R
K
GOLF COURSE
G R
A V
E L P
A T H
E X
IS
T
IN
G G
R A
V E L P
A T H
E X
IS
T
IN
G
G R
A V
E L
P A
T H
E X
IS
T
IN
G
G R
A V
E L
P A
T H
E X
I S
T I N
G G
R A
V E
L P
A T
H
E X
IS
T
IN
G
0 1
0 2
0 3
0 4
0 5
0 6
0 7
0 8
0 9
0 1
0 1
0 1
0 1
0 1
0 2
CS101
A V
E N
U E U
G E R
R
IT
S E N
C R
E E K
M
IL
L C
R E E K
B A
S
IN
M
ILL C
R
EEK
MARINE PARK
BROOKLYN MARINE PARK
NATURE CENTER
BROOKLYN MARINE PARK
GOLF COURSE
BROOKLYN MARINE PARK
SALT MARSH
N
0 175 175 350FT
SCALE: 1’’= 175’
87.5
LIMIT OF DISTURBANCE
C-101
C-102 C-103
C-104
C-105
C-106
C-107
C-108 C-109 C-110 C-111
C-112
C-113
E
E
E
E
E
N 157500
N 158500
N 159500
N 160500
N 157500
N 158500
N 159500
N 160500
E
E
E
E
E
G e n e ra l C iv il
S it e P la n
A u g
S ta ti o n in g a d d e d li m it s m o d if ie d g ra d in g d e le te d
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G
E R
R I T
S E
N C
R
C
S
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
MHW
MHW
N .Y
. P L
A N
E C
O O
R D
. S Y
S T
E M
G
E
R
R
I
T
S
E
N
CREEK
CREEK
MILL
C
R
E
E
K
MILL
MILL
CREEK
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00
8+00 9+00
10+00 11+00
12+00 13+00
14+00 15+00
16+00 17+00
18+00 19+00
20+00 21+00
22+00
24+00
26+00 27+00
28+00 29+00
30+00 31+00
32+00 33+00
34+00
0+00 1+
3+00
0+00
1+
2+00
4+00
1+00
2+00 3+
5+00
6+00 7+00
9+00
+00
3+00
4+00 0+001+00 2+00
4+005
6+00
7+00
9+00
1+00
2+00 3
4+00
5+00
7+00
8+00
.5
4+70.32
.3
4+71.41
.8
.3
-0+27.84
.0
591.11
-100
-197.35
819.23
-100
-200
-300
-376.55
-100
-200
-269.91
1111.93
-100
-245.41
165.57
-100
-200
-320.93
283.78
-100
-188.13
1030.23
-200
34+41.97
-300
C-101
C-101
15’
EXISTING
HANDBALL COURT
EXISTING
BASKETBALL COURT
EXISTING
BASEBALL DIAMOND
EXISTING
BASEBALL DIAMOND
EXISTING PLAYGROUND
(LENAPE PLAYGROUND)
E A
S T
T H
S T
A V
E N
U E U
3’ GAP
3’ GAP
N
0 30 30 60FT
SCALE: 1’’= 30’
C iv il S it e P la n
TEMPORARY SECURITY
CHAIN LINK FENCE
EXISTING WALKWAY
EXISTING WALKWAY
LIMIT OF DISTURBANCE
MATCH C-102 MATCH C-103
EXISTING GALVANIZED
STEEL BOX BEAM GUIDERAIL
TO REMAIN
REMOVE EXISTING CHAINLINK
SECURITY FENCE
INSTALL TEMPORARY 12’ CHAIN LINK GATE
TOWARDS COMPLETION OF PROJECT,
REPLACE WITH 13’ SINGLE LEAF GATE
INSTALL COR-TEN BOX
BEAM GUIDERAIL (72 LF)
BEGIN AT 13’ LEAF GATE
INSTALL COR-TEN BOX
BEAM GUIDERAIL (11. 5LF PER LENGTH)
ANTI-TRACKING PAD (TEMPORARY)
SEE SHEET GC504 FOR DIMENSIONS
WORK SITE ACCESS ROAD (PERMANENT)
(15’ WIDTH)
SEE SHEET GC504
S e p
L im it s o f D is tu rb a n c e m o d if ie d
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
E
E
N 160000
E
E
N 160000
C-102
C-102
N
0 30 30 60FT
SCALE: 1’’= 30’
Photo Point #1
N: 159 479.813
E: 1 004 539.945
Existing Metal Pedestrian
Bridge to Remain
Remove Existing Nature Trail
Existing Nature Trail
Rock Bumpout #1
Photo Point #2
N: 159 170.193
E: 1 004 136.018
3H:1V
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
C ro s s -S e c ti o n
Baseline A
Trench Drain 9-4
Trench Drain 4-7
Trench Drain 7-8A 3H:1V
Salt Panne A
El. 1.00’
M H
W L
IN
E
E
l. 2
.0
Swale #2 Centerline
Proposed Nature Trail
3 1
4 1
Limit of Disturbance
6.65’ Wide
MATCH C-101
M A
T C
H C
C iv il S it e P la n
B a s e li n e A
S ta
.9
Temporary 6.5’ Chain Link Gate
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
Cross Drain #2
Cross Drain #4
A u g
Work Site Access
Road (Permanent)
Existing Guiderail and Signs to Remain
Remove and Replace Backless Benches
Temporary Security
6’ Chain Link Fence
A d d e d d a ta re v is e d l im it s o f c o n s tr u c ti o n re m o v e d g ra d in g
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
9.52
9.10
10.32
1.36
3.68
4.14
5.48
4.65
2.44
9.17
1.71
2.53
3.40
3.64
3.03
4.82
4.59
3.73
3.34
7.42
10.54
11.76
11.83
14.51
13.64
13.11
13.58
13.71
13.84
12.64
11.78
10.72
11.70
12.45
10.54
11.70
E X
I S
T I N
G G
R A
V E
L P
A T
H
BN-4
BN-5
BN-6
ISN-8
T-25
1.001.25
NOTE: COORDINATES SHOWN ARE GRID COORDINATES
GROUND COORDINATES CAN BE CALCULATED BY DIVIDING
THE AVERAGE COMBINED SCALE FACTOR OF 1.0000041001
E X
I S
T I N
G G
R A
V E
L P
A T
H
BN-4
BN-5
BN-6
ISN-8
T-25
E
E
N 159500
E
E
N 159500
.5
-1
-1 .3
C-103
C-103
N
0 30 30 60FT
SCALE: 1’’= 30’
US Army Corps of Engineers
7+00
8+00
9+00
10+00
Swale #2 Centerline
Swale #3 Centerline
Staging Area
Additional Area Upon Approval of
Contracting Officer and NYS Dept. of Parks
Existing Chain Link Fence
Proposed Nature Trail
Existing Nature Trail
Remove Existing Trail
Rock Bumpout #3 C ro s s -S e c ti o n
M A
T C
H C
MATCH C-105
C iv il S it e P la n
B a s e li n e A
S ta
.9
.2
Baseline A
Rock Bumpout #2
Trench Drain 9-4
Lawn Inlet #9
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
A u g
Work Site Access Road
(Permanent)
Temporary Security
6’ Chain Link Fence
Around Staging Area
Existing Boulders
Remove and Reset
Per Field Direction from COR (Option #1)
3 3
A d d e d d a ta m o d if ie d l im it s o f c o n s tr u c ti o n
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G
E R
R
IT
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R
C
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
14.43
12.77
13.87
14.35
14.06
15.38
14.75
15.58
13.93
14.74
13.95
13.61
12.91
10.94
15.28
18.22
17.40
16.18
15.54
14.31
12.65
15.18
14.69
13.77 14.51
13.77
13.34
10.98
12.44
12.72
13.64
14.26
15.28
14.40
14.07
16.23
16.47
14.10
12.93
C H
A
IN
L
IN
K F
E N
C E
G R
A V
E L P
A T H
E X
IS
T
IN
G
C H
A
IN
L
IN
K F
E N
C E
G R
A V
E L P
A T H
E X
IS
T
IN
G
E
N 159500
E
N 159500
-1
-2
.5
-2
-2 .9
C-104
C-104
N
0 30 30 60FT
SCALE: 1’’= 30’
M H
W L
IN
E E
l. 2.0’
M T LINE El. -0.66’
M L W
L
IN
E E
l. -3 .3
Station 15+18.64
Swale #1 Centerline
Swale #2 Centerline
Proposed Nature Trail
Salt Panne A
Channel A
Existing Nature Trail
Remove Existing Trail
Remove Existing Trail
New MWH El. 2.0’
C iv il S it e P la n
PHRAGMITES
PHRAGMITES
Trench Drain 7-8A
Trench Drain 7-8B
Scour Pad #5
3H:1V
C ro s s -S e c ti o n
C ro s s -S e c ti o n
Limit of Disturbance
Channel B
Rock Bumpout #4
MATCH C-102
M A
T C
H C
Osprey Nest Platform #1
N: 158 713.150
E: 1 004 211.274
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(High Point)
A u g
Remove Sign and Reset Per
COR direction (Option #1)
Existing Boulders
Remove and Reset
Per Field Direction from COR (Option #1)
A d d e d s ta ti o n in g a n d r e v is e d n o te s
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
4.59
4.95
6.46
10.32
9.59
8.48
6.08
5.48
5.31
7.39
8.46
9.52
10.37
9.13
7.42
7.81
8.75
10.91
10.31
6.16
5.42
0.18
2.53
1.47
-0.27
0.49
1.43
2.59
3.35
4.45
-0.83
0.00
1.64
2.31
2.53
1.41 3.17
3.63
2.81
0.25
4.56
-2.14
0.52
3.32
-0.26
1.93
1.51
0.82
-0.86
2.16 0.18
-1.48
11.09
12.71
12.39
-8
-4
-9
-9
-7
-6
-6
-5
-5
-3
-3
-2
-2
-1
-1
M
HW
MT
M
LW
E X
IST
IN
G G
R A
V E
L
PA
T H
ISN-1
T-1
T-2
N 159000
N 158500
E
E
E
E
N 159000
N 158500
-1 -1
-1
4.59
4.95
6.46
10.32
9.59
8.48
6.08
5.48
5.31
7.39
8.46
9.52
10.37
9.13
7.42
7.81
8.75
10.91
10.31
6.16
5.42
0.18
2.53
1.47
-0.27
0.49
1.43
2.59
3.35
4.45
-0.83
0.00
1.64
2.31
2.53
1.41 3.17
3.63
2.81
0.25
4.56
-2.14
0.52
3.32
-0.26
1.93
1.51
0.82
-0.86
2.16 0.18
-1.48
11.09
12.71
12.39
-8
-4
-9
-9
-7
-6
-6
-5
-5
-3
-3
-2
-2
-1
-1
15+ 18.6
0+00
1+
3+00
4+
0+00
1+
2+00
4+00
4+70.32
.1
C-105
C-105
N
0 30 30 60FT
SCALE: 1’’= 30’
Photo Point #3
N: 158 926.127
E: 1 004 998.981
Existing Nature Trail
Proposed Nature Trail
Remove Trail
Remove Trail
Swale #1 Centerline
Swale #3 Centerline
Swale #3 Centerline
Remove Trail
Trench Drain 7-8B
Trench Drain 8-2
11+00
12+00
13+00
14+00
15+00
16+00
C r o s s S e c ti o n
C ro s s -S e c ti o n
Rock Bumpout #5
Overlook #1
10+00
Limit of Disturbance
Trench Drain 2-10
MATCH C-103
M A
T C
H C
MATCH C-109
M A
T C
H C
C iv il S it e P la n
B a s e li n e A
S ta
.2
.1
Cross Drain #5
A u g
Existing Boulders
Remove and Reset
Per Field Direction from COR (Option #1)
A d d e d s ta ti o n in g a n d r e v is e d n o te s
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
7.61
8.73
11.17
12.35
12.57
10.13
10.28
10.64
10.56
10.31
12.41
11.23
11.25
10.19
10.79
12.64
8.16
11.91
14.02
12.75
6.12
10.83
10.27
12.39
10.65
11.11
11.22
13.68
12.65
12.32
9.42
10.76
11.99
8.55
7.58
6.06
6.20
13.69 11.61
12.67
10.35
11.74
5.21
8.81
9.52
7.67
13.53
13.21
12.64
13.47
17.31
12.77
16.22
16.61
16.56
17.74
17.65
17.47
18.31
16.30
17.31
18.35
24.29
15.61
15.52
12.39
14.64
13.21
13.04
11.83
13.58
12.46
11.96
12.44
12.05
11.64
12.40
12.56
12.92
13.76
11.53
10.58
9.89
9.79
10.41
11.26
10.71
11.29
10.75
11.61
7.51
8.32
6.69
7.75
10.07
10.78
11.38
10.32
10.68
10.71
15.74
14.44
14.78
14.10
11.10
10.74
8.40
8.10
10.63
9.45
10.21
11.71
13.32
13.49
13.47
12.61
13.11
15.03
17.75
17.60
E
E
N 159000
N 158500
N 159000
N 158500
-1
C-106
C-106
N
0 30 30 60FT
SCALE: 1’’= 30’
Overlook #2
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
M H
W
LIN
E El. 2.0’
M T LINE El. -0.66’
MLW LINE El. -3.31’
Osprey Platform #2
Limit of Disturbance
Swale #3 Centerline
Proposed Nature Trail
3H:1V
Channel D
Channel E
Cross Drain #3
Trench Drain 10-6
Photo Point #4
N: 158 831.352
E: 1 005 573.605
Rock Bumpout #6
MATCH C-110
M A
T C
H C
M A
T C
H C
C iv il S it e P la n
B a s e li n e A
S ta
.1
.3
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
A u g
A d d e d s ta ti o n in g a n d r e v is e d n o te s
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
10.55
1.65
1.69
-2.01
5.31
3.08
3.62
3.67
5.67
5.36
6.19
7.25
8.28
11.61
7.75
7.65
6.34
9.90
8.08
8.85
-0.61
0.83
1.74
2.70
5.56
7.68
6.71
11.84
12.85
12.81
10.85
10.56
11.67
10.61
6.58
6.54
7.75
10.36
10.93
7.67
6.47
5.47
3.90
0.02
-0.61
-2.03
3.44
5.41
6.92
8.25
14.00
4.71
5.01
7.66
9.42
10.67
13.60
10.03
9.30
11.13
7.51
8.63
11.22
PHRAGMITES
C H
A
IN
L
IN
K F
E N
C E
10.010.0
8 6 4 2
-1
-1
PHRAGMITES
C H
A
IN
L
IN
K F
E N
C E
E
E
N 159000
N 158500
N 159000
N 158500
E
E
3+00
4+00
2+00
4+00
6+00
7+00
9+00
4+71.41
.8
.3
-1
-2 .4
-1
.9
-2
.5
C-107
C-107
N
0 30 30 60FT
SCALE: 1’’= 30’
26+00
27+00
28+00
29+00
New MHW El. 2.0’
-1’
1’
Open Water Area E
Salt Panne F
Limit of Disturbance
M A
T C
H C
MATCH C-111
C iv il S it e P la n
B a s e li n e A
S ta
.3
.1
A u g
S ta ti o n in g d a ta a d d e d
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
11.23
11.05
10.93
9.45
6.31
4.12
5.14
8.95
8.27
9.60
10.70
10.09
9.51
10.67
7.28
4.22
5.64
8.70
13.26
13.80
-1.50
1.00
M
HW
-1.50
1.25
E
E
N 159000
N 158500
N 159000
N 158500
E
E
0+00
1+00
-0+27.84
.0
-1
-1 .1
C-108
C-108
N
0 30 30 60FT
SCALE: 1’’= 30’
C iv il S it e P la n
C ro s s -S e c ti o n
M H
W L
IN
E E
l. 2 .0
M T L
IN
E E
l. -0.66’
M L W
L
IN
E E
l. -3.31’
Limit of Disturbance
MATCH C-104
M A
T C
H C
A u g
A d d e d s ta ti o n in g d a ta
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
0.58
-10
G
E
R
R
I
T
S
E
N
C
R
E
E
K
N 158000
E
E
E
E
N 158000
.2
C-109
C-109
N
0 30 30 60FT
SCALE: 1’’= 30’
C iv il S it e P la n
C ro s s -S e c ti o n
M H
W L
IN
E E
l. 2 .0
M T L
IN
E E
l. -0.66’
M L W
L
IN
E E
l. -3.31’
Shelter By Others
Channel C
Open Water Area C
El. -1.50
Existing Nature Trail
Proposed Nature Trail
Limit of Disturbance
Existing Pedestrian Viewing Platform
Photo Point #6
N: 158 290.797
E: 1 004 725.333
Rock Bumpout #7
Photo Point #5
N: 158 350.716
E: 1 005 232.699
Remove and Reset
Existing Boulders
Trench Drain 8-2
Trench Drain 2-10
3H:1V
MATCH C-105
MATCH C-113
M A
T C
H C
M A
T C
H C
Existing
Concrete Wall
(Option #1)
(Option #1)
(Option #1)
(Option #1) (Option #1)
(Option #1)
Cross Drain #1
(Option #1)
(Option #1)
A u g
(Option #1)
Remove and Reset Signs, Install New Backless Benches;
Remove Composite Lumber Guiderail and Dispose Off-site
In-Kind
Remove and Install New Backless Benches
(Option #1)
A d d e d s ta ti o n in g d a ta re v is e d n o te s
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
4.18
6.04
0.63
1.60
3.49
0.77
1.37
2.24
1.54
3.84
4.59
3.47
0.74
1.73
1.29 2.46
2.33
2.82
1.73
1.69
1.39
2.46
4.65
5.29
5.20
7.15
-0.82
0.31
2.46
3.34
2.52
4.53
5.57
1.93
2.12
5.13
7.46
9.41
9.36
9.80
10.83
4.54
3.72
2.25
5.76
5.91
4.92
5.46
6.20
6.48
7.57
7.50
5.54
7.10
6.63
7.43
5.63
4.85
4.55
4.37
5.55
5.82
9.43
5.51
3.44
5.73
6.47
7.68
7.84
8.11
5.21
8.95
9.76
9.41
9.80
8.91
1.84
1.87
-0.63
1.66
0.26
-1.45
-2.30
10.21
7.68
6.40
-1
-8
-4
-1
-1
-9
-7
-6
-5
-3
-2
-1
M
HW
MT
E X
IS
T
IN
G G
R A
V E L P
A T H
E X
IS
T
IN
G
G R
A V
E L
P A
T H
VIEWING PLATFORM
-1.50-1.50
-1
3 2
0 -1
MHW
E
E
N 158000 N 158000
1+00
2+00
3+
5+00
6+00
7+00
9+00
+00 10
.3
.2
E X
IS
T
IN
G G
R A
V E L P
A T H
E X
IS
T
IN
G
G R
A V
E L
P A
T
C-110
C-110
N
0 30 30 60FT
SCALE: 1’’= 30’
C iv il S it e P la n
C r o s s S e c ti o n
M H
W L
IN
E
E l.
.0
M T L
IN
E E l.
-0
.6 6’
M L W
L
IN
E E l.
-3
.3 1’
Limit of Disturbance
M A
T C
H C
M A
T C
H C
MATCH C-106
A u g
A d d e d s ta ti o n in g d a ta
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R
C
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
1.59
1.17
0.81
0.31
-1.64
-2.17
-1.66
-2.26
-2.01
2.76
3.04
1.17
4.63
5.42
6.12
3.08
2.86 -0.39
1.10
-1.90
-2.82
-2
-20
-1
-1
-1
-1
-8
-4
-2
-2
-22
-21
-19
-19
-18
-18
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-9
-9
-7
-7
-6
-6
-5
-3
-3
-2
-2
-1
-1
C
R
E
E
K
MILL
M
I
L
L
C
R
E
E
K
E
E
E
E
N 158000 N 158000
.5
C-111
C-111
N
0 30 30 60FT
SCALE: 1’’= 30’
30+00
31+00
32+00
33+00
34+00
34+41.97
C ro s s -S e c ti o n
MHW LINE El. 2.0’
New MHW El. 2.0’
MT LINE El. -0.66’
MLW LINE El. -3.31’
Salt Panne F
Channel F
MATCH C-107
M A
T C
H C
M A
T C
H C
C iv il S it e P la n
B a s e li n e A
S ta
.1
.9
A u g
A d d e d s ta ti o n in g d a ta
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
3.27 3.49
1.76 2.94
3.63
4.09
2.72
3.78
6.38
12.47
10.57
5.57
4.41
2.38
-0.51
1.16
3.77
12.41
10.64
7.30
4.98
3.11
2.91
0.61
-1.35
-1.79
-2.13
-2.16
-2.21
-2
-1
-12
-8
-4
-26
-25
-2
-2
-1
-1
-1
-1
-1
-1
-11
-10
-9
-7
-6
-5 -3
-2
-1
C
R
E
E
K
MILL
MHW
M T
M
LW
-1
E
E
E
E
N 158000 N 158000
1+00
2+00
4+00
5+00
7+00
8+00
.7
CG304
0 20 20 40FT
5 VERT SCALE: 1’’= 20’
0 20 20 40FT
5 HORIZ SCALE: 1’’= 20’
T re n c h
D ra in P ro fi le
S ta ti o n t o
(O P
T
IO
N
N
.8
N o r th in g a n d E a s ti n g i n f o r m a ti o n a d d e d t o p r o f il e s
S e p
C C
N
.2
C C
N
.4
C C
E
.4
E
.0
E
.9
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
G X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
-0+10
8" PERFORATED PVC PIPE, TYPE PS46 (729.09’)
7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00
R
F
O
R
A
T
D
V
I
P
Y
8" PERFORATED PVC PIPE, TYPE PS46 (278.10’)
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00
Lawn Inlet #9
Grate El. 13.2’
Inv. Out = 11.0’
Trench Drain 9-4
Lawn Inlet #4
Trench Drain 9-4 Inv. In = 7.0’
Grate El. 9.8’
CD#2 Inv. 6.0’
Inv. Out = 6.0’
CD#2 Inv. 5.5’
Trench Drain 4-7
Lawn Inlet #7
Inv. Out = 5.0’
Inv. Out = 5.75’
Grate El. 7.5’
Trench Drain 4-7
Trench Drain 7-8A
Mow Strip
Mow Strip
1+00
8+00
8" PERFORATED PVC PIPE, TYPE PS46 (505.47’)
10+10
CD#4 Inv. 4.5’
8" PER. PVC PIPE, TYPE PS46 (278.10’)
Mow Strip Mow StripNature Trail
CG305
0 20 20 40FT
5 VERT SCALE: 1’’= 20’
0 20 20 40FT
5 HORIZ SCALE: 1’’= 20’
T re n c h
D ra in P ro fi le
S ta ti o n t o
(O P
T
IO
N
N o r th in g a n d E a s ti n g i n f o r m a ti o n a d d e d t o p r o f il e s
S e p
N
.3
C
N
.9
C C
N
.3
C C E
.7
C
E
.1
E
.5
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
G X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
22+00 22+10 22+20 22+30 22+40 22+50 22+60 22+70 22+80 22+90 23+00
18+00 18+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90 19+00
15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00
Lawn Inlet #8
Lawn Inlet #2
Inv. In = 5.0’ Inv. Out = 5.5’
Inv. In =4.5’
Trench Drain 7-8A
Trench Drain 7-8B
Trench Drain 7-8B
Trench Drain 8-2
Trench Drain 8-2
Trench Drain 2-10
Mow Strip
Mow Strip
Mow Strip
11+00
16+00
19+00
CD#4 Inv. 4.5’
Grate El. 7.5’
8" PERFORATED PVC PIPE, TYPE PS46 (295.27’)
8" PERFORATED PVC PIPE, TYPE PS46 (315.49’) 8" PERFORATED PVC PIPE, TYPE PS46 (375.65’)
R
F
O
R
A
T
P
R
F
O
R
A
T
P
15+20
18+40
Grate El. 7.5’
Inv. Out = 5.5’
CD#1 Inv. 3.5’
CD#1 Inv. 3.0’
22+20
Inv. 4.53
Sta. 15+05.75
Inv. 5.70
Sta. 15+38.87
15+00
P
S ta
.6
H
IG
H P
O
IN
33.14’
CG306
0 20 20 40FT
5 VERT SCALE: 1’’= 20’
0 20 20 40FT
5 HORIZ SCALE: 1’’= 20’
T re n c h
D ra in P ro fi le
S ta ti o n t o
(O P
T
IO
N
N o r th in g a n d E a s ti n g i n f o r m a ti o n a d d e d t o p r o f il e s
S e p
N
.9
C C
N
.1
C C
E
.7
E
.4
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R
C
G
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
30+00 30+10 30+20 30+30 30+40 30+50 30+60 30+70 30+80 30+90
Lawn Inlet #6
Grate El.8.0’
Inv. In =4.5’
CD#3 Inv. 3.5’
CD#3 Inv. 3.0’
25+00 25+10 25+20 25+30 25+40 25+50 25+60 25+70 25+80 25+90 26+00
Lawn Inlet #10
Grate El. 8.0’
Inv. Out = 6.0’
Inv. In =4.5’
11+00
Mow Strip
11+00
Mow Strip
Trench Drain 2-10
Trench Drain 10-6
Trench Drain 10-6
R
F
O
R
A
T
P
R
F
O
R
A
T
P
R
F
O
R
A
T
P
25+50
30+80
0125 62.5 125 250FT
SCALE: 1’’= 125’
Grassland Perimeter Control Fence
LD102
3’ Walkway
High Marsh Area
Herbivory Fence 50’ x 50’ Cell
N 159500
N 159000
N 158500
N 158000
N 157500
E
E
E
E
E
E
E
N 159000
N 158500
N 158000
N 157500
N 159500
E
E
E
E
E
E
E
H e rb iv o ry F e n c in g
G r a s s la n d
P e r im e te r F e n c in g
(O P
T
IO
N
S e p
GENERAL NOTES:
1. HERBIVORY FENCING SHALL BE INSTALLED
WITHIN ALL LOW MARSH AREAS AND ONE AREA
OF HIGH MARSH, AS SHOWN. THE FENCING SHALL
BE ADJUSTED ACCORDING TO FIELD CONDITIONS.
2.THE CONTRACTOR SHALL ESTABLISH A THREE FEET
(3’) WALKWAY BETWEEN EACH COLUMN AND ROW OF DEER
FENCE CELLS.
3. SEE SHEET CE501 FOR DETAILS.
B a s e li n e a d d e d a n d d e e r c h a n g e d t o h e r b iv o r y
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R L
D X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
-1 -1
-1
-1
3 2
0 -1
8 6 4 2
-1
-1
-1
MHW
M
HW
15+ 18.6
0 1
0 2
0 3
0 4
0 5
0 6
0 7
0 8
0 9
0 1
0 1
0 1
0 1
0 1
0 2
0 3
CE101
A V
E N
U E U
F L A
T B
U S H
A V
E
G E R
R
IT
S E N
C R
E E K
M
IL
L C
R E E K
B A
S
IN
M
ILL C
R
EEK
MARINE PARK
B U
R N
E T T S
T
BROOKLYN MARINE PARK
GOLF COURSE
BROOKLYN MARINE PARK
BROOKLYN MARINE PARK
SALT MARSH
N
0 175 175 350FT
SCALE: 1’’= 175’
87.5
LIMIT OF DISTURBANCE
CE102
CE104 CE105
CE103
CE106
G e n e r a l
P la n ti n g
P la n
E
E
E
E
E
E
E
E
E
E
N 157500
N 158500
N 159500
N 160500
N 157500
N 158500
N 159500
N 160500
(O P
T
IO
N
S e p
B a s e li n e A d a ta a d d e d
G r a s s la n d a r e a l im it s r e v is e d
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R
C
E
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
MHW
MHW
N .Y
. P L
A N
E C
O O
R D
. S Y
S T
E M
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00
8+00 9+00
10+00 11+00
12+00 13+00
14+00 15+00
16+00 17+00
18+00 19+00
20+00 21+00
22+00
24+00
26+00 27+00
28+00 29+00
30+00 31+00
32+00 33+00
34+00
0+00 1+
3+00
0+00
1+
2+00
4+00
1+00
2+00 3+
5+00
6+00 7+00
9+00
+00
3+00
4+00 0+001+00 2+00
4+005
6+00
7+00
9+00
1+00
2+00 3
4+00
5+00
7+00
8+00
.5
4+70.32
.3
4+71.41
.8
.3
-0+27.84
.0
591.11
-100
-197.35
819.23
-100
-200
-300
-376.55
-100
-200
-269.91
1111.93
-100
-245.41
165.57
-100
-200
-320.93
283.78
-100
-188.13
1030.23
-200
34+41.97
-300
0 50 50 100FT
SCALE: 1’’= 50’
N
R e s to r a ti o n
P la n ti n g
P la n
CE102
S ta ti o n in g d a ta a d d e d
G ra s s la n d
A re a
A r e v is e d
S e p
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
E X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
1.00
-1
-1
-2
-3
-5
-6
-7
E
E
E
N 159500
N 159000
E
E
E
N 159500
N 159000
LEGEND
LOW MARSH AREA
EXISTING BAYBERRY
(PRESERVE)
PRESERVED AREA
HIGH MARSH AREA
MOW STRIP
GRASSLAND
SEEDING AND PLANTING
UPLAND ENHANCEMENT
EXISTING GRASSLAND
(PRESERVE)
(NO WORK UNDER THIS CONTRACT)
GRASSLAND SEEDING AREA "A"
GRASSLAND SEEDING AREA "B"
TRANSITION SLOPES
(PLANTING & SEEDING AREA)
.5
3+00
1+
-1
-1 .3
-3 .5
-3
-1
SCALE: 1’’= 50’
R e s to r a ti o n P la n ti n g P la n
CE103
SHEET OF 7442
S e p
S ta ti o n in g d a ta a d d e d
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
E X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
10.0
8 6 4 2
-1
LEGEND
LOW MARSH AREA
EXISTING BAYBERRY
(PRESERVE)
PRESERVED AREA
HIGH MARSH AREA
MOW STRIP
GRASSLAND
SEEDING AND PLANTING
UPLAND ENHANCEMENT
EXISTING GRASSLAND
(PRESERVE)
(NO WORK UNDER THIS CONTRACT)
GRASSLAND SEEDING AREA "A"
GRASSLAND SEEDING AREA "B"
TRANSITION SLOPES
(PLANTING & SEEDING AREA)
E
E
E
N 159500
N 159000
E
E
E
N 159500
N 159000
-1
-2
-2 .9
4+00
9+00
-1
-2 .4
-1
-2
.9
N
R e s to r a ti o n P la n ti n g P la n
CE104
S ta ti o n in g d a ta a d d e d
S e p
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
E X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
-1 -1
1-1
0 -1
MHW
-1
-1
-2
-2
-3
-3
-5
-5
-6
-6
-7
-7
-9
-9
-1
-10
-1
-4
-4
-8
-8
-1
LEGEND
LOW MARSH AREA
EXISTING BAYBERRY
(PRESERVE)
PRESERVED AREA
HIGH MARSH AREA
MOW STRIP
GRASSLAND
SEEDING AND PLANTING
UPLAND ENHANCEMENT
EXISTING GRASSLAND
(PRESERVE)
(NO WORK UNDER THIS CONTRACT)
GRASSLAND SEEDING AREA "A"
GRASSLAND SEEDING AREA "B"
TRANSITION SLOPES
(PLANTING & SEEDING AREA)
E
E
E
N 158500
N 158000
E
E
E
N 158500
N 158000
4+70.32
1+
0+00
.1
4+00
2+00
0+00
.2
.2
1+00
2+00
3+
5+00
6+00
7+00
.9
R e s to r a ti o n P la n ti n g P la n
CE105
S ta ti o n in g d a ta a d d e d
S e p
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
E X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
-1.50
-1
3 2
4 2
-1
-1.50
1.00
-1
MHW
-1
-1
-1
-2
-2
-2
-3
-3
-3
-5
-5
-5
-6
-6
-6
-7
-7
-7
-9
-9
-9
-10
-1
-11
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-18
-1
-18
-1
-19
-19
-2
-21
-21
-2
-22
-22
-2
-23
-2
-26
-4
-4
-4
-8
-8
-12
-1
-1
-1
-1
-1
-2
-20
-20
-2
LEGEND
LOW MARSH AREA
EXISTING BAYBERRY
(PRESERVE)
PRESERVED AREA
HIGH MARSH AREA
MOW STRIP
GRASSLAND
SEEDING AND PLANTING
UPLAND ENHANCEMENT
EXISTING GRASSLAND
(PRESERVE)
(NO WORK UNDER THIS CONTRACT)
GRASSLAND SEEDING AREA "A"
GRASSLAND SEEDING AREA "B"
TRANSITION SLOPES
(PLANTING & SEEDING AREA)
9+00
+00
3+00
4+00
0+00 1+00
2+00
6+00
7+00
.3
4+71.41
.8
.3
-0+27.84
.0
-1
.5
.7
E
E
E
N 158500
N 158000
E
E
E
N 158500
N 158000
N
R e s to r a ti o n P la n ti n g P la n
CE106
S ta ti o n in g d a ta a d d e d
S e p
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R
C
E
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
1.00
-1
-1
-1
-2
-2
-3
-3
-2
LEGEND
LOW MARSH AREA
EXISTING BAYBERRY
(PRESERVE)
PRESERVED AREA
HIGH MARSH AREA
MOW STRIP
GRASSLAND
SEEDING AND PLANTING
UPLAND ENHANCEMENT
EXISTING GRASSLAND
(PRESERVE)
(NO WORK UNDER THIS CONTRACT)
GRASSLAND SEEDING AREA "A"
GRASSLAND SEEDING AREA "B"
TRANSITION SLOPES
(PLANTING & SEEDING AREA)
1+00
2+00
4+00
5+00
7+00
8+00
-1
-1 .1
E
N 158500
N 158000
E
E
E
E
E
N 158500
N 158000
GC505
N.T.S.
PLAN VIEW
N.T.S.
N.T.S.
CROSS-SECTION A-A’
ANTI-TRACKING PAD DETAIL
R o a d w a y D e ta il s
TEMPORARY WORK SITE ACCESS ROAD DETAIL
N.T.S.
PERMANENT WORK SITE ACCESS ROAD DETAIL
N e w d e ta il a d d e d
S e p
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n
C r e e k
C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R
G
C
X X
X .d g n e e n d n a s
S u b m i t t e d b y
S
E P
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
15’ WIDE %%42
EXISTING
UNPAVED ROAD
AGGREGATE FOR
FILTER FABRIC-SEPARATIONSITE ACCESS
12" MIN
EXISTING
GROUND
N.T.S.
WORK SITE ACCESS ROAD DETAIL
1 1
CHAIN LINK
SECURITY FENCE
NOTE:
1. DETAIL IS ORIENTED LOOKING TOWARDS AVENUE U.
CHAIN LINK
SECURITY FENCE
AVENUE U
PAVEMENT
EXISTING
AA
EDGE OF EXISTING PAVEMENT
SITE ACCESS PATH
AVENUE U
PLAN VIEW
25’
TEMPORARY STONE FOR
ANTI-TRACKING PAD DETAIL
N.T.S.
18" MIN.
100’
FILTER FABRIC-STABILIZATION
PROPOSED WORK
EXISTING PAVEMENT
CROSS-SECTION A-A’
PROPOSED WORK
SITE ACCESS PATH
ANTI-TRACKING PAD
TEMPORARY STONE FOR
ANTI-TRACKING PAD
100’
95 % COMPACTED SUBGRADE, 6"
BASE COURSE NYSDOT TYPE 2, 6"
15’ WIDE
TOP COURSE
NYSDOT TYPE 7, 1"
BINDER, 1"
TOP COURSE
NYSDOT TYPE 7, 1 2 "
TACK COAT
N.T.S.
CU501
CHANNEL SECTION
CHANNELS A,B,C,D,E & F
N.T.S.
PREFORMED SCOUR PAD
SCOUR PAD #1,2,3,4,5 (SEE SHEETS CG-307 THROUGH CG-311 FOR PROFILES)
N.T.S.
N.T.S.
FRAME FOR LAWN INLET
LAWN INLET
N.T.S.
CONNECTION OF PIPE AND
INLET FOR PRECAST INLET
D r a in a g e D e ta il s
N.T.S.
BICYCLE SAFE GRATE
CAST IRON
Note: Interpreted from NJDOT Road Standards.
Note: Interpreted from NJDOT Road Standards.
N o te s a d d e d
S e p
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
US Army Corps of Engineers
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
X-XXX
XXXSHEET OF 72
S H
E E
T I
N F
O R
M A
T
IO
N
X X
X
G E
R R
I T
S E
N C
R
A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
S
E P f i l e r o o m c i v i l G e r r i t s e n C r e e k C
S h e e t F i l e s
A M
D o n e
G E
R R
I T
S E
N C
R C
U X
X X
.d g n e e n d n a s
S u b m i t t e d b y
S
E P
:4
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
N E
W Y
O R
K h tt p
/w w w .n a n
.u s a c e .a rm y
.m il
SHEET
REFERENCE
NUMBER
U R
S
N A
S
N A
S
B R
O O
K L
Y N
M A
R
IN
E P
A R
K
T
ID
A L
M A
R S
A S
T A
L U
P L
A N
D E
C O
S Y
S T
E M
R E
S T
O R
F O
R G
E R
R
IT
S E
N
M
IL
L C
R E
E
O O
K L
Y N
N
E W
Y O
R K
J U
L Y
CHANNEL SECTION (TYP.)
6’
9’
EXISTING GRADE
PROPOSED GRADE
N.T.S.
9’
CL
BOTTOM
ELEVATION
RIPRAP
1 ON 3
3D
D
1 ON 3
1 ON 3 1 ON 3
Do
D
PLAN
D
SECTION A-A
A A
1. VOIDS IN TOP LAYER OF RIPRAP TO BE FILLED WITH
ON SITE SOILS AND PLANTED IN ACCORDANCE WITH
PLANTING PLAN.
(SEE NOTE 1)
AA
B
B
AA
B
B
SECTION B-B
SECTION A-A
SECTION A-A SECTION B-B
NOTE:
4’-0"
FRAME AND GRATE
V A
R
IA
B L
E
1’-10"
4’-0"
9"9"
18"18"
3" 3"
4’-6"
4’-6"
1�"
1�"
1�…
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