W912DS-09-B-0015 Plans.pdf
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- Attached to
- Gerritsen Creek Ecosystem Tidal Marsh & Coastal Upland Community Restoration in Brooklyn, New York
- Solicitation number
- W912DS-09-B-0015
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US Army Corps of Engineers
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GI001
SHEET OF 72
APPROVED FOR TECHNICAL ADEQUACY BY:
DATE
DATE
DATE
DATE
DATE
APPROVED BY:
APPROVAL RECOMMENDED BY:
X X
X
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
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DESIGN TEAM LEADER
CHIEF, DESIGN BRANCH
CONCURRED BY:
TECHNICAL MANAGER
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING MANAGEMENT BRANCH
CHIEF, ENGINEERING DIVISION
New York District
S f i l e r o o m c i v i l G e r r i t s e n
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VICINITY MAP
NOT TO SCALE
NOT TO SCALE
LOCATION PLAN
US Army Corps of Engineers
New York District
U R
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1. TOPOGRAPHIC BASE MAPPING FOR THE WETLAND MITIGATION SITE
WAS PREPARED BY GEOD CORPORATION (NEWFOUNDLAND, NJ) AND ALPINE
OCEAN SEISMIC SURVEY (NEWFOUNDLAND, NJ). MAPPING WAS BASED
UPON AERIAL PHOTOGRAPHY DATED MAY 26, 2000 FOR PHOTOGRAMMETRIC
MAPPING, AND SUPPLEMENTED WITH FIELD SURVEY DATA COLLECTED
BETWEEN OCTOBER 2000 AND FEBRUARY 2001.
GENERAL NOTES:
C o v e r S h e e t
PROJECT SITE
PROJECT SITE
MARINE PARK:
TIDAL MARSH & COASTAL
UPLAND ECOSYSTEM
RESTORATION FOR
GERRITSEN & MILL CREEKS
BROOKLYN, NEW YORK
100% SUBMISSION
31 JULY 2009
J U
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Englewood
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Mount VernonY o n k e r s
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Elizabeth
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1:1 ON 34" X 44" BORDER
2000’ 0 2000’
1" = 2000’
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
Access Road & Anti-Tracking Pad Details
RC112
RC113
72 0
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 0L-001Planting Tables
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US Army Corps of Engineers
D A
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SHEET
REFERENCE
NUMBER
U R
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N A
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B R
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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
0 100 100 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
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
-A
U G
-2 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
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
A
U G
:2
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
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
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
-A
U G
-2 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
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
A
U G
:2
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
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
Trench Drain 4-7
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
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
-A
U G
-2 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
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
A
U G
:2
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
C-001
DESCRIPTION
POINT
NUMBER NORTHING EASTING
TOP
ELEV
BOTTOM
ELEV
TOP
WIDTH
BOTTOM
WIDTH DEPTH
SWALE 1A 12201 158,889.55 1,004,563.49 15.58 14.58 10.00 0.00 1.00
SWALE 1A 12202 158,877.46 1,004,568.81 15.51 14.51 10.00 0.00 1.00
SWALE 1A 12203 158,835.61 1,004,595.92 15.36 14.36 10.00 0.00 1.00
SWALE 1A 12204 158,792.57 1,004,621.33 15.18 14.18 10.00 0.00 1.00
SWALE 1A 1B 1C 12205 158,749.47 1,004,646.57 14.96 13.96 10.00 0.00 1.00
SWALE 1B 12206 158,797.73 1,004,973.40 19.58 18.58 10.00 0.00 1.00
SWALE 1B 12207 158,806.76 1,004,927.60 19.10 18.10 10.00 0.00 1.00
SWALE 1B 12208 158,810.40 1,004,877.75 18.46 17.46 10.00 0.00 1.00
SWALE 1B 12209 158,810.92 1,004,827.78 17.80 16.80 10.00 0.00 1.00
SWALE 1B 12210 158,809.54 1,004,777.80 17.11 16.11 10.00 0.00 1.00
SWALE 1B 12211 158,802.83 1,004,728.39 16.35 15.35 10.00 0.00 1.00
SWALE 1B 12212 158,783.30 1,004,682.57 15.63 14.63 10.00 0.00 1.00
SWALE 1A 1B 1C 12205 158,749.47 1,004,646.57 14.96 13.96 10.00 0.00 1.00
SWALE 1A 1B 1C 12205 158,749.47 1,004,646.57 14.96 13.96 10.00 0.00 1.00
SWALE 1C 12213 158,738.06 1,004,652.45 14.85 13.85 10.00 0.00 1.00
SWALE 1C 12214 158,693.92 1,004,675.89 14.44 13.44 10.00 0.00 1.00
SWALE 1C 1D 1E 12215 158,648.26 1,004,696.07 14.08 13.08 10.00 0.00 1.00
SWALE 1D 12216 158,599.14 1,004,910.73 16.62 15.62 10.00 0.00 1.00
SWALE 1D 12217 158,608.44 1,004,887.13 16.32 15.32 10.00 0.00 1.00
SWALE 1D 12218 158,629.82 1,004,841.97 15.86 14.86 10.00 0.00 1.00
SWALE 1D 12219 158,645.06 1,004,794.42 15.44 14.44 10.00 0.00 1.00
SWALE 1D 12220 158,652.38 1,004,744.98 14.88 13.88 10.00 0.00 1.00
SWALE 1C 1D 1E 12215 158,648.26 1,004,696.07 14.08 13.08 10.00 0.00 1.00
SWALE 1C 1D 1E 12215 158,648.26 1,004,696.07 14.08 13.08 10.00 2.00 1.00
SWALE 1E 12221 158,604.08 1,004,719.20 13.84 12.84 10.00 2.00 1.00
SWALE 1E 12222 158,559.02 1,004,740.85 13.49 12.49 10.00 2.00 1.00
SWALE 1E 12223 158,514.90 1,004,764.35 13.38 12.38 10.00 2.00 1.00
SWALE 1E 12224 158,471.35 1,004,788.91 13.29 12.29 10.00 2.00 1.00
SWALE 1E 12225 158,428.54 1,004,814.72 13.18 12.18 10.00 2.00 1.00
SWALE 1E 12226 158,394.31 1,004,850.39 12.91 11.91 10.00 2.00 1.00
SWALE 1E 12227 158,376.47 1,004,896.87 12.60 11.60 10.00 2.00 1.00
SWALE 1E 1F 12228 158,374.31 1,004,908.59 12.58 11.58 10.00 2.00 1.00
SWALE 1F 12229 158,409.78 1,005,134.70 14.22 13.22 10.00 2.00 1.00
SWALE 1F 12230 158,397.86 1,005,106.66 14.09 13.09 10.00 2.00 1.00
SWALE 1F 12231 158,394.38 1,005,057.04 13.99 12.99 10.00 2.00 1.00
SWALE 1F 12232 158,389.85 1,005,007.28 13.53 12.53 10.00 2.00 1.00
SWALE 1F 12233 158,380.57 1,004,958.16 12.97 11.97 10.00 2.00 1.00
SWALE 1E 1F 12228 158,374.31 1,004,908.59 12.58 11.58 10.00 2.00 1.00
SWALE 2A 12235 159,152.30 1,004,972.80 17.19 16.19 10.00 0.00 1.00
SWALE 2A 12236 159,169.68 1,004,928.01 16.61 15.61 10.00 0.00 1.00
SWALE 2A 12237 159,199.99 1,004,888.59 15.88 14.88 10.00 0.00 1.00
SWALE 2A 12238 159,215.69 1,004,841.40 15.48 14.48 10.00 0.00 1.00
SWALE 2A 12239 159,224.27 1,004,792.15 15.32 14.32 10.00 0.00 1.00
SWALE 2A 2B 2C 12240 159,228.11 1,004,766.07 15.32 14.32 10.00 0.00 1.00
SWALE 2B 12241 159,116.37 1,004,673.31 17.66 16.91 6.00 0.00 0.75
SWALE 2B 12242 159,117.33 1,004,723.93 17.44 16.69 6.00 0.00 0.75
SWALE 2B 12243 159,122.88 1,004,773.55 17.12 16.37 6.00 0.00 0.75
SWALE 2B 12244 159,154.60 1,004,810.61 16.37 15.62 6.00 0.00 0.75
SWALE 2B 12245 159,201.82 1,004,807.11 15.63 14.88 6.00 0.00 0.75
SWALE 2A 2B 2C 12240 159,228.11 1,004,766.07 15.32 14.57 6.00 0.00 0.75
SWALE 2A 2B 2C 12240 159,228.11 1,004,766.07 15.32 14.32 10.00 0.00 1.00
SWALE 2C 12246 159,241.98 1,004,723.34 15.31 14.31 10.00 0.00 1.00
SWALE 2C 12247 159,279.17 1,004,690.46 15.03 14.03 10.00 0.00 1.00
SWALE 2C 12248 159,305.37 1,004,648.33 14.96 13.96 10.00 0.00 1.00
SWALE 2C 2D 2E 12249 159,316.39 1,004,629.36 14.94 13.94 10.00 0.00 1.00
SWALE 2D 12250 159,250.06 1,004,569.53 16.04 15.29 6.00 0.00 0.75
SWALE 2D 12251 159,249.29 1,004,621.47 15.79 15.04 6.00 0.00 0.75
SWALE 2D 12252 159,274.79 1,004,654.92 15.29 14.54 6.00 0.00 0.75
SWALE 2C 2D 2E 12249 159,316.39 1,004,629.36 14.94 14.19 6.00 0.00 0.75
SWALE 2C 2D 2E 12249 159,316.39 1,004,629.36 14.94 13.94 10.00 2.00 1.00
SWALE 2E 12253 159,331.60 1,004,607.65 14.88 13.88 10.00 2.00 1.00
SWALE 2E 12254 159,370.61 1,004,577.18 14.56 13.56 10.00 2.00 1.00
SWALE 2E 2F 12255 159,398.60 1,004,537.68 14.22 13.22 10.00 2.00 1.00
SWALE 2E 2F 12255 159,398.60 1,004,537.68 14.22 13.22 15.00 3.00 1.00
SWALE 2F 12256 159,391.82 1,004,494.19 13.77 12.77 15.00 3.00 1.00
SWALE 2F 12257 159,366.12 1,004,451.52 13.57 12.57 15.00 3.00 1.00
SWALE 2F 12258 159,333.39 1,004,414.11 13.37 12.37 15.00 3.00 1.00
SWALE 2F 2I 2J1 12259 159,323.08 1,004,365.86 12.52 11.52 15.00 3.00 1.00
SWALE 2G 12260 159,296.10 1,004,538.49 15.54 14.79 6.00 0.00 0.75
SWALE 2G 12261 159,303.72 1,004,485.25 15.10 14.35 6.00 0.00 0.75
SWALE 2G 12262 159,285.88 1,004,439.14 14.49 13.74 6.00 0.00 0.75
SWALE 2G 2H 2I 12263 159,290.74 1,004,390.06 13.46 12.71 6.00 0.00 0.75
SWALE 2H 12264 159,126.06 1,004,365.14 14.88 14.13 6.00 0.00 0.75
SWALE 2H 12265 159,148.92 1,004,365.72 14.89 14.14 6.00 0.00 0.75
SWALE 2H 12266 159,193.93 1,004,386.99 14.65 13.90 6.00 0.00 0.75
SWALE 2H 12267 159,242.43 1,004,398.08 14.26 13.51 6.00 0.00 0.75
SWALE 2G 2H 2I 12263 159,290.74 1,004,390.06 13.46 12.71 6.00 0.00 0.75
SWALE 2G 2H 2I 12263 159,290.74 1,004,390.06 13.46 12.71 6.00 0.00 0.75
SWALE 2F 2I 2J1 12259 159,323.08 1,004,365.86 12.52 11.77 6.00 0.00 0.75
SWALE 2J1 2J2 12268 159,149.27 1,004,266.94 13.31 12.31 15.00 3.00 1.00
SWALE 2J1 12269 159,202.59 1,004,280.61 13.03 12.03 15.00 3.00 1.00
SWALE 2J1 12270 159,241.80 1,004,310.29 12.80 11.80 15.00 3.00 1.00
SWALE 2J1 12271 159,278.07 1,004,344.41 12.69 11.69 15.00 3.00 1.00
SWALE 2F 2I 2J1 12259 159,323.08 1,004,365.86 12.52 11.52 15.00 3.00 1.00
SWALE 2J2 2M 2N 12272 158,996.90 1,004,350.17 13.50 12.50 15.00 3.00 1.00
SWALE 2J2 12273 159,018.23 1,004,336.98 13.41 12.41 15.00 3.00 1.00
SWALE 2J2 12274 159,060.18 1,004,309.89 13.32 12.32 15.00 3.00 1.00
SWALE 2J2 12275 159,102.72 1,004,283.75 13.36 12.36 15.00 3.00 1.00
SWALE 2J1 2J2 12268 159,149.27 1,004,266.94 13.31 12.31 15.00 3.00 1.00
SWALE 2K 12276 159,094.19 1,004,419.99 15.72 14.97 6.00 0.00 0.75
SWALE 2K 12277 159,059.16 1,004,419.54 15.49 14.74 6.00 0.00 0.75
SWALE 2K 12278 159,009.47 1,004,424.53 15.22 14.47 6.00 0.00 0.75
SWALE 2K 2L 2M 12279 158,971.30 1,004,398.91 14.44 13.69 6.00 0.00 0.75
SWALE 2L 12280 158,974.88 1,004,553.57 16.47 15.72 6.00 0.00 0.75
SWALE 2L 12281 158,966.17 1,004,495.54 15.69 14.94 6.00 0.00 0.75
SWALE 2L 12282 158,961.42 1,004,447.91 15.21 14.46 6.00 0.00 0.75
SWALE 2K 2L 2M 12279 158,971.30 1,004,398.91 14.44 13.69 6.00 0.00 0.75
SWALE 2K 2L 2M 12279 158,971.30 1,004,398.91 14.44 13.69 6.00 0.00 0.75
SWALE 2J2 2M 2N 12272 158,996.90 1,004,350.17 13.50 12.75 6.00 0.00 0.75
SWALE 2N 12283 158,855.92 1,004,531.36 14.93 14.18 6.00 0.00 0.75
SWALE 2N 12284 158,863.21 1,004,490.57 14.44 13.69 6.00 0.00 0.75
SWALE 2N 12285 158,883.52 1,004,445.14 14.08 13.33 6.00 0.00 0.75
SWALE 2N 12286 158,915.15 1,004,406.75 13.94 13.19 6.00 0.00 0.75
SWALE 2N 12287 158,954.70 1,004,376.25 13.78 13.03 6.00 0.00 0.75
SWALE 2J2 2M 2N 12272 158,996.90 1,004,350.17 13.50 12.75 6.00 0.00 0.75
SWALE 3A 12289 158,790.92 1,005,248.12 16.99 15.99 10.00 0.00 1.00
SWALE 3A 12290 158,840.21 1,005,249.66 16.73 15.73 10.00 0.00 1.00
SWALE 3A 12291 158,889.73 1,005,249.83 16.69 15.69 10.00 0.00 1.00
SWALE 3A 12292 158,939.26 1,005,253.76 16.49 15.49 10.00 0.00 1.00
SWALE 3A 12293 158,988.98 1,005,251.14 16.33 15.33 10.00 0.00 1.00
SWALE 3A 3C 3D 12294 159,002.82 1,005,264.46 16.07 15.07 10.00 0.00 1.00
SWALE 3C 12299 159,124.89 1,005,022.06 17.79 16.79 10.00 0.00 1.00
SWALE 3C 12300 159,143.15 1,005,047.03 17.16 16.16 10.00 0.00 1.00
SWALE 3C 12301 159,143.56 1,005,096.01 16.81 15.81 10.00 0.00 1.00
SWALE 3C 12302 159,122.11 1,005,140.92 16.69 15.69 10.00 0.00 1.00
SWALE 3C 12303 159,090.77 1,005,179.80 16.63 15.63 10.00 0.00 1.00
SWALE 3C 12304 159,054.72 1,005,214.35 16.50 15.50 10.00 0.00 1.00
SWALE 3C 12305 159,017.33 1,005,247.48 16.24 15.24 10.00 0.00 1.00
SWALE 3A 3C 3D 12294 159,002.82 1,005,264.46 16.07 15.07 10.00 0.00 1.00
SWALE 3A 3C 3D 12294 159,002.82 1,005,264.46 16.07 15.07 10.00 2.00 1.00
SWALE 3D 12306 158,975.28 1,005,306.16 15.46 14.46 10.00 2.00 1.00
SWALE 3D 12307 158,950.96 1,005,349.84 14.76 13.76 10.00 2.00 1.00
SWALE 3D 12308 158,926.63 1,005,393.52 14.14 13.14 10.00 2.00 1.00
SWALE 3D 12309 158,903.87 1,005,438.02 13.39 12.39 10.00 2.00 1.00
SWALE 3D 12310 158,880.62 1,005,481.96 12.72 11.72 10.00 2.00 1.00
SWALE 3D 12311 158,836.82 1,005,503.81 12.41 11.41 10.00 2.00 1.00
SWALE 3D 3I 12312 158,790.22 1,005,501.84 12.31 11.31 10.00 2.00 1.00
SWALE 3G 12315 158,492.05 1,005,202.66 14.98 13.98 10.00 0.00 1.00
SWALE 3G 12316 158,501.31 1,005,225.97 14.51 13.51 10.00 0.00 1.00
SWALE 3G 12317 158,522.08 1,005,271.19 14.22 13.22 10.00 0.00 1.00
SWALE 3G 12318 158,552.99 1,005,310.39 14.06 13.06 10.00 0.00 1.00
SWALE 3G 3H 3I 12319 158,590.18 1,005,343.80 13.95 12.95 10.00 0.00 1.00
SWALE 3H 12320 158,785.69 1,005,321.23 15.95 15.20 6.00 0.00 0.75
SWALE 3H 12321 158,734.53 1,005,313.81 15.74 14.99 6.00 0.00 0.75
SWALE 3H 12322 158,685.61 1,005,322.05 15.31 14.56 6.00 0.00 0.75
SWALE 3H 12323 158,639.58 1,005,341.34 14.60 13.85 6.00 0.00 0.75
SWALE 3G 3H 3I 12319 158,590.18 1,005,343.80 13.95 13.20 6.00 0.00 0.75
SWALE 3G 3H 3I 12319 158,590.18 1,005,343.80 13.95 12.95 10.00 2.00 1.00
SWALE 3I 12324 158,641.25 1,005,383.12 13.74 12.74 10.00 2.00 1.00
SWALE 3I 12325 158,681.53 1,005,412.70 13.60 12.60 10.00 2.00 1.00
SWALE 3I 12326 158,722.71 1,005,440.98 13.53 12.53 10.00 2.00 1.00
SWALE 3I 12327 158,761.81 1,005,471.61 13.18 12.18 10.00 2.00 1.00
SWALE 3D 3I
DESCRIPTION
POINT
NUMBER NORTHING EASTING
TOP
ELEV
BOTTOM
ELEV
TOP
WIDTH
BOTTOM
WIDTH DEPTHDESCRIPTION
POINT
NUMBER NORTHING EASTING
TOP
ELEV
BOTTOM
ELEV
TOP
WIDTH
BOTTOM
WIDTH DEPTH
12312 158,790.22 1,005,501.84 12.31 11.31 10.00 2.00 1.00
SWALE #3 SWALE #2SWALE #1
S w a le
A li g n m e n t T a b le s
(O p 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
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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
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M A
R K
D E
S C
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N A
P P
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D A
T E
C O
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N O
X-XXX
XXXSHEET OF 72
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X X
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G E
R R
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A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
-A
U G
-2 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
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
A
U G
:2
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
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T R
IC
T
N E
W Y
O R
K h tt p
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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
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)
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
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P P
R
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A N
S I
D e e n d n a s
P L
O T
T E
D B
Y
-A
U G
-2 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
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
A
U G
:2
P l o t
D a t e
New York District
U S
A
R M
Y E
N G
IN
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K h tt p
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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
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
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
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
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N F
O R
M A
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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
-A
U G
-2 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
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
A
U G
:2
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
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O R
K h tt p
/w w w .n a n
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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
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
WORK SITE ACCESS ROAD
(15’ WIDTH)
SEE SHEET GC504
ANTI-TRACKING PAD
SEE SHEET GC504 FOR DIMENSIONS
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)
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
-A
U G
-2 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
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
A
U G
:2
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
Existing Guiderail and Signs to Remain
Remove and Reinstall Benches If Necessary
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
Temporary Security
Chain Link Fence
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
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
-A
U G
-2 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
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
A
U G
:2
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
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
Temporary Security
Chain Link Fence
Around Staging Area
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
Existing Boulders
Remove and Reset
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1)
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
-A
U G
-2 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
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
A
U G
:2
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
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’
Remove and Reset Sign
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
Remove and Reset
Existing Boulders
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)
(Option #1)
(Option #1)
(High Point)
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
-A
U G
-2 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
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
A
U G
:2
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
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 #4
Overlook #1
10+00
Limit of Disturbance
Trench Drain 2-10
Existing Boulders
Remove and Reset
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
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
-A
U G
-2 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
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
A
U G
:2
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
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 #5
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)
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
-A
U G
-2 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
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
A
U G
:2
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
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
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
-A
U G
-2 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
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
A
U G
:2
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
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
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
-A
U G
-2 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
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
A
U G
:2
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
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
Remove and Reset Benches
Proposed Nature Trail
Limit of Disturbance
Existing Pedestrian Viewing Platform
Photo Point #6
N: 158 290.797
E: 1 004 725.333
Rock Bumpout #6
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
Remove and Reset Signs and Benches;
Remove Composite Lumber Guiderail and Dispose Off-site
Existing
Concrete Wall
(Option #1)
(Option #1)
(Option #1)
(Option #1)
(Option #1) (Option #1)
(Option #1)
(Option #1)
Cross Drain #1
(Option #1)
(Option #1)
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
-A
U G
-2 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
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
A
U G
:2
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
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
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
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
-A
U G
-2 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
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
A
U G
:2
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
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
Limit of Disturbance
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
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
-A
U G
-2 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
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
A
U G
:2
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
C-112
C-112
N
0 30 30 60FT
SCALE: 1’’= 30’
C iv il S it e P la n
M H
W
LIN
E El. 2.0’
M T
L
IN
E E
l. -0.66’
M
LW
LIN
E El. -3.31’
Limit of Disturbance
Photo Point #7
N: 157 907.505
E: 1 007 384.598
M A
T C
H C
(Option #1)
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
-A
U G
-2 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
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
A
U G
:2
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
14.58
14.09
10.50
12.41
9.78
8.39
-2.04
3.21
9.30
10.53
11.18
10.62
11.16
12.03
10.97
10.87
5.95
3.85
0.67
9.64
10.42
-3
-2
-1
E
E
N 158000 N 158000
E
E
C-113
C-113
N
0 30 30 60FT
SCALE: 1’’= 30’
C iv il S it e P la n
M l
MT LINE El. -0.66’
Limit of Disturbance
MATCH C-109
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
-A
U G
-2 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
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
A
U G
:2
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
1.43
-0.13
-20
-1
-12
-8
-4
-23
-22
-21
-19
-1 8-1
-15-1 4-1
-11
-10
-9
-7
-5
-2
-1
M
LW
N 157500 N 157500
E
E
E
E
BASELINE A (STA. 0+00 - 12+12.10)
0 50 50 100FT
HORIZ SCALE: 1’’= 50’
0 5 5 10FT
VERT SCALE: 1’’= 5’
2.5
CG201
Proposed Grade
Existing Grade
(option #1)
B a s e li n e A
P ro fi le
S ta
.1
(O P
T
IO
N
0+00 0+50 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
-10
6+50 7+00
-5
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+001+00
.8
.8
.9
.6
.1
.2
.3
.8
.5
.4
.9
.1
.2
.3
.6
.0
.1
PRESERVED AREA
HIGH MARSH AREA
LOW MARSH AREA
HIGH MARSH AREA
PRESERVED AREA
NATURE TRAIL
MOW STRIP
S W
A L
E
C
E N
T E
R L
IN
E
S W
A L
E
C
E N
T E
R L
IN
E
SEEDING
NATURE TRAIL
MOW STRIPMOW STRIP
NATURE TRAIL
-10
-5
GRASSLAND "A"
SEEDING & PLANTING
GRASSLAND "A" SEEDING
GRASSLAND "A" SEEDING
GRASSLAND "A" SEEDING
GRASSLAND "A"
SEEDING & PLANTING
GRASSLAND "A"
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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
-A
U G
-2 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…
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