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V .N
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REFERENCE
SHEET
M A
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N Y
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B O
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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
B -6
L
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T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
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B O
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F B
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P M
SHEET OF 124
O C
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BORING LOGS
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
C-202
W .S
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N E
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A R
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NUMBER
REFERENCE
SHEET
M A
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R D
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RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -2
-L
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DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
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L -8
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B O
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+1 .6
T
El. 28.0
+7
.6
T
+0
T
+6
.1
T
2.5
IN
V . E l.
.0
+3
T
ALONG L OF IMPROVEMENT
APPROXIMATE EXISTING GRADE
INV. EL. 19.3
C
0+00T 0+50T 1+00T 1+50T 2+00T 2+50T 3+00T 3+50T 4+00T 4+50T 5+00T 5+50T 6+00T 6+50T 7+00T 7+50T
E L .3
ALONG PROTECTED SIDE OF LEVEE
INVERT OF EXISTING DRAINAGE DITCH
E L .3
E L .3
E L .4
E L .5
E L .5
E L .2
E L .4
E L .4
E L .5
E L .5
ALONG PROTECTED SIDE OF LEVEE
INVERT OF EXISTING DRAINAGE DITCH
E L .3
E L .7
E L .6
E L .6
E L .9
E L .1
E L .1
LEVEELEVEE
CONTROL PANEL BOX
RESET EXIST. ELECT.
E L .5
E L .5
EXIST. 48" O SANITARY EXIST. 48" O SANITARY
STEEL CASING
EXIST. 54" O PARSA
& ABANDONED
FILLED WITH GROUT
& ABANDONED
FILLED WITH GROUT
REMOVE EXIST. 24" C.M.P. STORM AND PLUG
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T S
T A .2
T
S T
A .6
T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
ALONG EXISTING BASELINE
APPROXIMATE EXISTING GRADE
DETAIL ON SHEET S-409
NEW CURB WALL, SEE
LC OF PROPOSED LEVEE
S T
A .4
T
(ROUTE 607)
LINCOLN BLVD.
T/GRATE EL. 26.9
INLET NO. 3
GR-1
PUMP STATION
IN
V . E l.
.3
ABUTMENT
EXISTING BRIDGE
IN
V . E l.
.5
IN
V . E l.
.4
ROAD
ACCESS
S T
A T
TURF REINFORCEMENT MAT
ON PROTECTED SIDE - LIMIT OF
SEE DETAIL SHEET C-505
DETAIL SHEET C-507
MODIFICATION SEE
PROPOSED EXHAUST FAN
WITH NEW FILL ALONG RAILROAD EMBANKMENT
KEY FILL INTO EMBANKMENT PLACE FILTER FABRIC
NEW MODULAR WALL
10+00T 10+50T 11+00T 11+50T 12+00T 12+50T 13+00T 13+50T 14+00T 14+50T 15+00T
H P I
N V E l.
.5
7+50T 8+00T 8+50T 9+00T 9+50T
ALONG L OF IMPROVEMENT
APPROXIMATE EXISTING GRADE
C
E L .1
E L .6
E L .6
E L .7
E L .7
ALONG PROTECTED SIDE OF LEVEE
INVERT OF EXISTING DRAINAGE DITCH
ALONG PROTECTED SIDE OF LEVEE
INVERT OF EXISTING DRAINAGE DITCH
LEVEE
ABANDONED 48" O SANITARY
REMOVE GAS COLLECTION PIPE
S T
A T
S T
A
T
LC OF PROPOSED LEVEE
S T
A T
S T
A T
S T
A T
S T
A T
REMOVE GAS COLLECTION PIPE
LEGEND:
DRAINAGE DITCH
BOTTOM OF EXIST.
EXIST. GRADE
PROPOSED LEVEE
60’
HORIZ. SCALE:1"= 30’
0 30’
VERT. SCALE: 1"= 5’
20’10’
Submitted by:
C-203
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O .G .M
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W Y
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N G
IN
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NUMBER
REFERENCE
SHEET
M A
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R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -2
-L
V E
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
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N J
A N
D S
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M E
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IN
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C T S
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N B
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S u b m it t e d b y
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G B
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NOTE:
SEE SHEET C-402.
1. FOR PEDESTRIAN BRIDGE
T
IN
V E l.
.0
15+00T 15+50T 16+00T 16+50T 17+00T 17+50T 18+00T 18+50T 19+00T 19+50T 20+00T
LEVEE FLOODWALL
D
IT
C H I
N V E
L .5
ALONG L OF IMPROVEMENT
APPROXIMATE EXISTING GRADE
C
EXIST. DRAINAGE STRUCTURE NO. 21
BRIDGE
EXIST. PEDESTRIAN
WALL EL. 19.0
BOTTOM OF EXIST.
WALL KEY EL. 15.0
BOTTOM OF EXIST.
END OF PROJECT
PARSA EXIST. OUTFALL SEWER, 54" O PIPE ENCASED IN CONCRETE
E L .7
E L .7
E L .7
ALONG PROTECTED SIDE OF LEVEE
INVERT OF EXISTING DRAINAGE DITCH
E L .1
TOP OF WALL EL. 39.07
EXISTING WALL
EXIST. 48" O RCP STORM
ABANDONED 48" O SANITARY
BRIDGE EL. 40.30
BOTTOM OF
EL. 39.70
TOP OF CONC.
LC OF PROPOSED LEVEE
S T
A T
S T
A T
S T
A T
S T
A T
S T
A T
LEGEND:
DRAINAGE DITCH
BOTTOM OF EXIST.
EXIST. GRADE
PROPOSED LEVEE
(SEE NOTE 1)
JUNCTION BOX
ELECTRICAL
RESET EXISTING
60’
HORIZ. SCALE:1"= 30’
0 30’
VERT. SCALE: 1"= 5’
20’10’
Submitted by:
X
X19+00 T
> PROP. LEVEE
EL. 39.70
TOP OF LEVEE
2.5
E X I
S T I
G
L I
N E
8’-6"
EL. 40.31
TOP OF CONC.
EL. 40.30
TOP OF CONC.
ELECTRIC CONDUIT
LIGHT POLE
LIGHT POLE
> PROP. LEVEE
EXISTING BASE LINE
TOP OF SLOPE
TOE OF SLOPE
10’-5"
EL. 38.47
EXIST.
TO MATCH PROPOSED GRADE
BE RAISED AS REQUIRED
BOX AND WIRING TO
ELECTRIC JUNCTION
TOP OF SLOPE
TOP OF SLOPE EL. 38.50
O P
E
H
O P
E
H
O P
E
H
O P
E
NO. 21
DRAINAGE STRUCTURE
TO MATCH PROPOSED GRADE
BE RAISED AS REQUIRED
BOX AND WIRING TO
ELECTRIC JUNCTION
BRIDGE (SEE PLAN)
ABUTMENT FACE UNDER
FINISHED GRADE AT
EXISTING GRADEPROP. LEVEE
RIPRAP
GEOTEXTILE
ON N140 FILTER FABRIC
6"D50 PLACED 12" THICK
RIPRAP TRANSITION SLOPE
TOP OF SLOPE
EL. 40.64
N
4’0 2’
SCALE:1"=2’
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
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D B
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D E
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2 3
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4 5
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M A
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A P
P R of Engineers
US Army Corps
D A
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S
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D B
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P L
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A T
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D A
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D E
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N A
P P
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D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
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P
M
P L
O T
T E
D B
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O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -4
-B
R G .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
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N J
A N
D S
E G
M E
N T T R
A
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IN
G
P R
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C T S
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M E
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N B
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A G
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F
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M o a w a d
S u b m it t e d b y
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SHEET OF 124
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W .S
C-402
PROTECTED SIDE
PROTECTED SIDE
P L
A N A
N D S
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N
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V E
E P
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E S
T R
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N B
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ID
G E
S E
G M
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T T
A
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
SECTION
PLAN
A
X X
X X
X
X
EL. 39.70
EL. 39.70
EL. 39.70
EL. 38.50
EL. 38.60
EL. 38.60
EL. 39.70
EL. 38.50
EL. 38.50
EL. 38.60
PEDESTRIAN BRIDGE
PEDESTRIAN BRIDGE
FLOOD SIDE
FLOOD SIDE
CONDUIT
EXIST. ELECTRIC
COLUMN (TYP.)
BRIDGE SUPPORT
CONFIRM LOCATION)
TO REMAIN (CONTRACTOR TO
TO DRAINAGE STRUCTURE NO. 21
EXIST. ELECTRIC CONDUIT
BRIDGE ABUTMENT
2.5H:1V SLOPE
2.5H:1V SLOPE
PEDESTRIAN BRIDGE
C-303
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
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V E
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S S S
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2 3
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A P
P R of Engineers
US Army Corps
D A
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S
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P L
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D A
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D E
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N A
P P
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D A
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C O
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R A
C T N
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A N
S I
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P
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P L
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T E
D B
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O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
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U S
A R
M Y E
N G
IN
E E
R D
IS
T R
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NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G
B
S E
G
R
T
C
L E
V T .d g n
:5
:3
SHEET OF 124
O C
T O
B E
R
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+200+00
-0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
5’
10’
0+00
> PROP. LEVEE
E X I
S T I
N E
EL. 39.50
TOP OF LEVEE
GRADE (TYP.)
EXISTING
0+10 0+20 0+30 0+40 0+50 0+60-0+10-0+60 -0+50 -0+40 -0+30 -0+20
PROTECTED SIDE
1 TYP.
2.5
10’
PROP. LEVEE
2.5
E X I
S T I
N E
E X I
S T I
N E
0+30 0+40 0+50 0+60
10’
> PROP. LEVEE
2.5
EL. 39.30
TOP OF LEVEE
5’
5’
ORIGINAL DESIGN
PILE AS PER
EXISTING SHEET
ORIGINAL DESIGN
PILE AS PER
EXISTING SHEET
FLOOD SIDE
LEGEND
DESIGN
PER ORIGINAL
SHEET PILE AS
EXISTING
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
E X I
S T I
N E
GRADE (TYP.)
EXISTING
GRADE (TYP.)
EXISTING
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
STATION 0+00T STATION 0+50T
STATION 1+00T STATION 1+50T
NOTES:
FOR LEVEE PLAN SEE SHEET C-105.1.
2.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
EL. 39.40
TOP OF LEVEE
SEE NOTE 2
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
5" OF TOP SOIL TO BE REMOVED AND MAY BE STORED FOR REUSE
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-304
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+400+00
-1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00-1+30-1+40
10’
PROP. LEVEE
10’
PROP. LEVEE
2.5
EL. 39.30
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
5’
5’
-0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+100+00
10’
PROP. LEVEE
EL. 39.50
TOP OF LEVEE
2.5
E X I
S T I
N E
5’
0+20 0+30 0+40 0+50 0+60
5’
ORIGINAL DESIGN
PILE AS PER
EXISTING SHEET
ORIGINAL DESIGN
PILE AS PER
EXISTING SHEET
PROTECTED SIDE
FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
LEGEND
PROTECTED SIDE FLOOD SIDE
5’
2.5
2.5
TO REMAIN
EXISTING RIPRAP
NOTES:
FOR LEVEE PLAN SEE SHEET C-105.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
STATION 2+16TSTATION 2+00T
STATION 2+50T
2 3
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
EL. 39.50
TOP OF LEVEE
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-305
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
:3
P
M
SHEET OF 124
O C
T O
B E
R
NOTES:
FOR LEVEE PLAN SEE SHEET C-105.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
-1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00-1+30-1+40-1+50-1+60 0+60 0+70 0+80 0+90 1+00
10’
PROP. LEVEE
2.5
EL. 39.40
TOP OF LEVEE
E X I
S T I
N E
5’
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
STATION 3+32T
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+000+00
-60
> PROP. LEVEE
EL. 39.50
TOP OF LEVEE
2.5
E X I
S T I
N E
5’
5’
1 5
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
STATION 3+50T
TO BE PAVED (TYP.)
PROP. LEVEE AND ACCESS ROAD
SANITARY
ABANDONED 48"0
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
ACCESS ROAD
PROP. 10’ PAVED
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-306
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:4
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S
E G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00 0+60 0+70 0+80 0+90 1+00 1+10 1+20
> PROP. LEVEE
EL. 39.50
TOP OF LEVEE
2.5
E X I
S T I
N E
5’
EL. 40.21
FF EL. 31.57
EXIST. LOUVER
2.5
EL. 39.50
TOP OF LEVEE
> PROP. LEVEE
E X I
S T I
N E
5’
B U I
L D I
N G
C O
N T
R O
L
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
LEGEND
GRADE (TYP.)
EXISTING
PROTECTED SIDE
FLOOD SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-105.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
STATION 4+00T
SANITARY
ABANDONED 48"0
15 15
-0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90
STATION 3+75T
ABANDONED 48"0 SANITARY
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
ACCESS ROAD
PROP. 10’ PAVED
ACCESS ROAD
PROP. 10’ PAVED
SEE SHEET C-507
MODIFICATION DETAIL,
FOR PROPOSED EXHAUST FAN
SEE SHEET C-507
MODIFICATION DETAIL,
FOR PROPOSED EXHAUST FAN
1’ DEEP EXCAVATION - STRIPPING
1’ DEEP COMMON EXCAVATION
COMPACTED EMBANKMENT MATERIAL
5" TOP SOIL AND SEEDING
EMBED FACE W/TURF REINFORCEMENT MAT
B U I
L D I
N G
C O
N T
R O
L
2.5
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-307
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-1+10 -1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
10’
PROP. LEVEE
10’
PROP. LEVEE >
10’
PROP. LEVEE
EL. 39.50
TOP OF LEVEE
2.5
EL. 39.50
TOP OF LEVEE
2.5
EL. 39.50
TOP OF LEVEE
2.5
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
5’
5’ 5’
0+60 0+70 0+80
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
GRADE (TYP.)
EXISTING
GRADE (TYP.)
EXISTING
PROTECTED SIDE
FLOOD SIDE
FLOOD SIDE
PROTECTED SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-105.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
STATION 4+50T
STATION 4+85T STATION 5+00T
SANITARY
ABANDONED 48"0
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
ACCESS ROAD
PROP. 10’ PAVED
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-308
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
10’
PROP. LEVEE
10’
PROP. LEVEE
10’
PROP. LEVEE >
10’
PROP. LEVEE
2.5
2.5
2.5
2.5
EL. 38.60
TOP OF LEVEE
EL. 38.60
TOP OF LEVEE
EL. 38.60
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
5’ 5’
5’ 5’
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
6 6
3’
3’
3’ 3’
3’ 3’
NOTES:
FOR LEVEE PLAN SEE SHEET C-105.1.
2.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION 3.
STATION 5+50T STATION 6+00T
STATION 6+50T STATION 7+00T
SHEET C-505.
FOR TURF REINFORCEMENT MAT DETAIL SEE
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS4.
EL. 39.10
TOP OF LEVEE
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-309
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
10’
PROP. LEVEE >
10’
PROP. LEVEE
10’
PROP. LEVEE >
10’
PROP. LEVEE
2.5
2.5
2.5
2.5
EL. 39.10
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
5’ 5’
5’ 5’
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE
FLOOD SIDE
GRADE (TYP.)
EXISTING
NOTES:
FOR LEVEE PLAN SEE SHEET C-106.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
STATION 7+50T STATION 8+00T
STATION 8+50T STATION 9+00T
COLLECTOR PIPE
REMOVE 4" GAS
COLLECTOR PIPE
REMOVE 4" GAS
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-310
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+400+00
-0+40 -0+30 -0+20 -0+10 0+10 0+20 0+300+00
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+600+00
10’
PROP. LEVEE
10’
PROP. LEVEE
10’
PROP. LEVEE>
10’
PROP. LEVEE
2.5
2.5
2.5
2.5
STATION 10+00T
STATION 10+50T STATION 11+00T
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
5’ 5’
5’ 5’
0+40 0+50
GRADE (TYP.)
EXISTING
PROTECTED SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE
FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE
FLOOD SIDE
FLOOD SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-106.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
STATION 9+50T
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-311
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+400+00
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+600+00
10’
PROP. LEVEE >
10’
PROP. LEVEE
10’
PROP. LEVEE
2.5
2.5
2.5
STATION 11+50T STATION 12+00T
STATION 12+50T
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
E X I
S T I
N E
5’
5’
5’
0+50 0+60
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE
FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
3 NOTES:
FOR LEVEE PLAN SEE SHEET C-106.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
COLLECTOR PIPE
REMOVE 4" GAS
SANITARY
ABANDONED 48"0
20 20 20 20
SANITARY
ABANDONED 48"0
COLLECTOR PIPE
REMOVE 4" GAS
ABANDONED 48"0 SANITARY
COLLECTOR PIPE
REMOVE 4" GAS
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-312
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+600+00
-0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+600+00
10’
PROP. LEVEE
10’
PROP. LEVEE
2.5
2.5
STATION 13+00T
STATION 13+50T
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
5’
5’
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-106.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
COLLECTOR PIPE
REMOVE 4" GAS
ABANDONED 48"0 SANITARY
ABANDONED 48"0 SANITARY
COLLECTOR PIPE
REMOVE 4" GAS
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-313
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+400+00
10’
PROP. LEVEE
10’
PROP. LEVEE
2.5
2.5
STATION 14+00T
STATION 14+50T
EL. 39.60
TOP OF LEVEE
EL. 39.60
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
5’
5’
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-107.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
COLLECTOR PIPE
REMOVE 4" GAS
ABANDONED 48"0 SANITARY
COLLECTOR PIPE
REMOVE 4" GAS
ABANDONED 48"0 SANITARY
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-314
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+500+00
-0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+800+00
10’
PROP. LEVEE
10’
PROP. LEVEE
2.5
2.5
STATION 15+00T
STATION 15+50T
EL. 39.70
TOP OF LEVEE
EL. 39.70
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
5’
5’
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-107.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-315
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
A N
S I
D :5
:3
P
M
P L
O T
T E
D B
Y
O n s y
M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
T
C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+800+00
-0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+800+00
10’
PROP. LEVEE
10’
PROP. LEVEE
2.5
2.5
STATION 16+00T
STATION 16+50T
EL. 39.70
TOP OF LEVEE
EL. 39.70
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
5’
5’
GRADE (TYP.)
EXISTING
PROTECTED SIDE
FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-107.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-316
W .S
R .U
T .C .M
O .G .M
S T
A T T
O S
T A T
L E
V E
E C
R O
S S S
E C
T
IO
N S
S E
G M
E N
T T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
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New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
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NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
G B S
E G
R
T
C -3
-L
E V
T .d g n
DATETHOMAS C. MacALLEN
B ro a d S tr e e t, C li ft o n
N J
T E
L -8
-8
B O
R O
U G
H O
F B
O U
N D B
R O
O K
N J
A N
D S
E G
M E
N T T R
A
IS
IN
G
P R
O J E
C T S
E G
M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T
F
M E
O n s y
M o a w a d
S u b m it t e d b y
P lo t
D a t e
K
C A
D D
G
B
P L
A N
S
G B
S E
G
R
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C
L E
V T .d g n
:5
SHEET OF 124
O C
T O
B E
R
-0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+800+00
-0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50 0+60 0+700+00
10’
PROP. LEVEE
10’
PROP. LEVEE
2.5
2.5
STATION 17+00T
STATION 17+50T
EL. 39.70
TOP OF LEVEE
EL. 39.70
TOP OF LEVEE
E X I
S T I
N E
E X I
S T I
N E
EL. 39.18
EXISTING SEWER GATE
5’
5’
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
GRADE (TYP.)
EXISTING
PROTECTED SIDE FLOOD SIDE
NOTES:
FOR LEVEE PLAN SEE SHEET C-107.
DETAIL SEE SHEET C-505.
FOR LEVEE EMBANKMENT CONSTRUCTION
1.
2.
SURVEYING, PLLC DATED: JUNE/JULY 2013.
EXISTING GRADE FROM SURVEY BY ROGERS3.
LEGEND
5" OF TOP SOIL TO BE REMOVED AND MAY BE
STORED FOR REUSE
EMBED FACE W/TURF REINFORCEMENT MAT
5" TOP SOIL AND SEEDING
COMPACTED EMBANKMENT MATERIAL
1’ DEEP COMMON EXCAVATION
1’ DEEP EXCAVATION - STRIPPING
0 5’
VERT. SCALE: 1"= 5’
10’
HORIZ. SCALE: 1"= 10’
20’10’
Submitted by:
C-317
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P R of Engineers
US Army Corps
D A
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M o a w a d
New York District h tt p /w w w .n a n .u s a c e .a rm y .
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