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PLAN
PROTECTED SIDE
FLOOD SIDE
12’’ PREFORMED
SET SEAL FOR 14’’
SCALE: 3"=1’-0"
T-WALL TO RAIL ROAD STATION
"L" TYPE WATERSTOP
SCALE: 1"=1’-0"
SCALE: 1"=1’-0"
SEAL RETAINING BAR
S-501
1DETAIL
SCALE: N.T.S.
SHEET 41 OF 124
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US Army Corps of Engineers
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
S -5
.d g n
Submitted by:
DATETHOMAS C. MacALLEN
N.J. PROFESSIONAL ENGINEER
Lic. No. 24GE02594500
B ro a d S tr e e t, C li ft o n N
J
T E
L -8
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E s il a s c u n n in g h a m
S u b m it te d b y
/2
/2
P lo t D a te n p r o je c ts
\g r e e n b r o o k \1 s e g m e n t c lo s u r e \c a d \c u r r e n t d r a w in g s \S
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M A
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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
S -4
.d g n
Submitted by:
DATETHOMAS C. MacALLEN
N.J. PROFESSIONAL ENGINEER
Lic. No. 24GE02594500
B ro a d
S tr e e t, C li ft o n
N J
T E
L
-8
-8
G R
E E
N B
R O
O K
F L
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D R
IS
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E s il a s c u n n in g h a m
S u b m it te d b y
/2
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P lo t D a te n p r o je c ts
\g r e e n b r o o k
\1 s e g m e n t c lo s u r e \c a d
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TYP.
DET.
C.J.
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
FLOOD SIDE PROTECTED SIDE
FLOOD SIDE
PROTECTED SIDE
C
B
TYP.
C/L STOP LOG & ROD
MAXIMUM SECURITY EXTRA
HEAVY DUTY STEEL PADLOCK
(20,000 LBS. PULL STRENGTH
MIN.) (SHACKLE & CASE SHALL
BE CHROME PLATED, CASE-
HARDENED STEEL)
(2 PER PILASTER REQ’D.)
HEX NUT
(GALV.) (TYP.)
BAR 1/2" %%c
(GALV.)
BAR 1/2" %%c
(GALV.) (TYP.)
SEAL BAR 1x1 1/2 x4’-0"
LG. (C.R.S.)
THREADED STUD 1/2 x1 5/8
LG. W/SEAL RETAINING BAR
HEX NUT & WASHER (C.R.S.)
(TYP.)
TYP.
J-BULB
WATER STOP
PL 3/4"
(GALV.)
SEAL RETAINING
BAR 3/8
9/16" %%c HOLE FOR
1/2" %%c THREADED
STUD W/ WASHER
& HEX NUT (C.R.S.)
(TYP.)
9/16" x 1 9/16" SLOTTED
HOLE FOR 1/2" %%c x 4 1/2" BOLT
W/ WASHER (C.R.S.)(TYP.)
2 BOTTOM SEAL BAR 1/2 (C.R.S.)
BAR 1x 1 1/2
(C.R.S.)
BOTTOM EMBED
%%190 (GALV.)
SEE DET. 3
THIS SHEET
%%190" %%c x 4’-1" HEADED
A36 ANCHOR BOLT
(GALV.) WITH 4"
THREADED END
3 SIDES
TYP.
C.J.
BOT. SEAL BEARING
BARS 1/2
(C.R.S.)(TYP.)
PL %%190 (TYP.)
(GALV.)
1’-214"
BOTTOM SEAL BEARING
BAR 1/2 x1 1/2 CONT.
(C.R.S.)(TYP.)
PL %%190 (GALV.)
PL 1/2 x6x1’-6"
(GALV.)
J-BULB
WATER STOP
STUD 3/4" %%c x 5" LG.
(TYP.) VERTICAL TYP.
3 SIDES.
1/2" %%c x 4 1/2"
BOLT W/ WASHER
(C.R.S.)(TYP.)
PL %%190
(GALV.)
(TYP.)
GATE OPENING
A
3/4" %%c PLAIN FERRULE
TYPE 304 S.S. CONC.
INSERTS. (6 REQ’D.)
7"
1 3/8 "
3" 3"
STUD 3/4" %%c x 5" LG.
@ 12" O.C. (TYP.)
3/4" %%c PLAIN FERRULE
TYPE 304 S.S. CONC.
INSERTS. (6 REQ’D.)
1’-2 1/4 " O.T.O.
EMBED PL %%190
(GALV.) (TYP.)
BOTTOM EMBED
PL %%190 (GALV.)
BOTTOM SEAL
BEARING BAR %%189 (TYP.) (C.R.S.)
SHEET 43 OF 124
2DETAIL
SCALE: 6" = 1’-0"
ASECTION
SCALE: 1 1/2" = 1’-0"
BSECTION
SCALE: 1 1/2" = 1’-0"
A
1 1/2 "
1 1/8 "
R=1 1/2"
PL12 (GALV.)
SLOTTED HOLE
34" x 4 1/4"LG.
(TYP. EA. END)
ALUMINUM
STOP LOG
(TYP.) (SEE
SHT. S-503)
ALUMINUM BAR 1/2" (TYP.)
TOSL EL. 37.25
TOC EL. 41.25
EL. 37.25
TOC EL. 41.25
TOSL EL. 37.25
TOC EL. 41.25
WALL NOTCH @ T.O.C. EL. 41.25
C/L THREADED INSERT
2 7/8 "
1’-2 1/4 "
4 3/8 "
1 3/8"
1 1/2"
7"
1 1/2"
2 7/8"
C/L PLATE
S-502
S-403
S-502
DETAIL
SCALE: 1 1/2" = 1’-0"
S-504
S-502
D
SECTION S-101
S-502
SCALE: 1 1/2" = 1’-0"
S-403
S-502
DETAIL
SCALE: 1 1/2" = 1’-0"
CSECTION
SCALE: 1 1/2" = 1’-0"
STOP LOG GATE INSTALLATION PROCEDURE:
1. INSTALL GALVANIZED STEEL POSTS (3 REQUIRED).
2. PLACE STOP LOG.
3. SECURE LOG TO STEEL POST AND/OR CONCRETE RECESS USING ANCHOR BOLT ON PROTECTED SIDE
OF THE GATE (SEE DETAIL 1). THE BOLT SHOULD BE SNUG TIGHT. DO NOT OVERTIGHTEN.
THIS SHOULD COMPRESS THE VERTICAL J-BULB SEALS BETWEEN THE LOG AND THE POST AND WALL NOTCH 1/4 ".
4. REPEAT STEPS 3 AND 4 FOR THE REMAINING ELEVEN (11) STOP LOGS.
5. AFTER ALL STOP LOGS HAVE BEEN INSTALLED AND SECURED TO THE POSTS AND WALL NOTCHES, INSTALL THE SIX (6) VERTICAL ANCHOR BOLTS (SEE SECTION D, THIS DWG.) THIS SHOULD COMPRESS
THE HORIZONTAL J-BULBS LOCATED BETWEEN EACH LOG 1/4 ".
TOSL EL. 37.25
TOSL EL. 37.25
NOTE:
ALL PADLOCKS TO BE KEYED ALIKE. THIS DETAIL
MAY NEED TO BE MODIFIED IF THE SURVEYED TOSL
ELEVATION IS GREATER THAN 2" OF THE TOSL
ELEVATION SHOWN ON THIS DRAWING (EL. 37.25).
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E R
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
S -5
.d g n
Submitted by:
DATETHOMAS C. MacALLEN
N.J. PROFESSIONAL ENGINEER
Lic. No. 24GE02594500
B ro a d S tr e e t, C li ft o n N
J
T E
L -8
-8
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
P R
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H O
F B
O U
N D
B R
O O
K
N J
F
IL
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A M
E s il a s c u n n in g h a m
S u b m it te d b y
/2
/2
P lo t D a te n p r o je c ts
\g r e e n b r o o k \1 s e g m e n t c lo s u r e \c a d \c u r r e n t d r a w in g s \S
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M M a c A
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T O
B E
R
(2 REQUIRED) (APPROXIMATE WEIGHT = 240 LBS./POST)
BASE PLAN OF REMOVABLE POST AT BLOCK-OUT (ABOVE BLOCK-OUT)
FLOOD SIDE
B
PROTECTED SIDE
A
SCALE: 1 1/2"=1’-0"
DETAIL AT TOP OF REMOVEABLE POST
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDE
FLOOD SIDE
BSECTION
SCALE: 1 1/2"=1’-0"
S-101
S-503
DETAIL
SCALE: 1 1/2"=1’-0"
FLOOD SIDE ELEVATION
PLAN
SECTION
WATER STOPS
NOT SHOWN
W14 POST
MAXIMUM SECURITY EXTRA STRONG
HEAVY DUTYSTEEL PADLOCK (2 PER POST REQ’D.)
(SEE DET. 2, SHT. S-502 FOR ADDT’L.
PADLOCK REQUIREMENTS)
BAR 1/2 (GALV.)
REMOVABLE
POST W14x22
(GALV.)
ALUMINUM
STOP LOG
J-BULB
WATER
STOP
(TYP.)
R 1 1/2"
J-BULB WATER STOP
(TYP.)
REMOVABLE POST W14 (GALV.)
1" EPOXY
GROUT
ALUMINUM STOP LOG
(SEE SHT. S-503)
TACK
(TYP.)
STOP LOG
W14x22
(GALV.)
J-BULB WATER
STOP (TYP.)
STOP
LOG
TYP
TYP
TYP
2 3/8 "
1 1/2 "
BAR 1 x 11/2" x 3’-11" LG.
(GALV.) (TYP.)
HEADED HEX
BOLT 1/2"%%c x
2 5/8" LG. W/
2 WASHERS &
HEX NUT (C.R.S.)
(TYP.)
1/2"%%c x 4 1/2" LG.
A36 BOLT (GALV.)
PL 1/2" x 3 x 3"
(TYP.)
J-BULB
WATER
STOP
(TYP.)
1’-7"
C/L POST & STIFF PL
9 1/2 "6"3 1/2 "
9/16 "x1 9/16 " SLOTTED HOLE
FOR 1/2"%%c x 4 1/2 " BOLT
W/WASHER (C.R.S.)(TYP.)
9/16"%%c HOLE FOR
1/2 "%%c THREADED STUD
W/ WASHER & HEX NUT
(C.R.S.) (TYP.)
(W14)
7" EXTENSION
SEAL RETAINING
BAR 3/8
1’-6"
3/4 "%%c x 4 1/4" LG.
SLOTTED HOLE (TYP.)
1/2"%%c U-BAR
(GALV.) (TYP.)1/2"%%c U-BAR
(GALV.) (TYP.)
C/L W14 POST
4"
2"
(TYP. 4 SIDES)
C/L 1/2 %%c x 4 1/2" LG.
A36 BOLT (GALV.)
SHEET 44 OF 124
ASECTION
SCALE: 3/4"=1’-0"
1’-8 "
BASE PL 3/4" (GALV.)
4- A193, B8M, CLASS 2
ANCHOR RODS (C.R.S.)
3/4"%%c x 2’-0" LG. W/ 5"
THREADED PROJECTION,
2-HEAVY HEX NUTS &
FLAT (C.R.S.) WASHER.
ALUMINUM
STOP LOG
(2) 1 1/16"%%c HOLE
EA. SIDE (TYP.)
PL 3/4"
(GALV.)
7"
TOSL EL. 37.25
TOSL EL. 37.25
TOC EL. 41.25
EL. 41.25
1’-8"
4"4"
2’-2"
BLOCK OUT
CLEAR
1’-0"
HOLE, 2 12" DEEP (TYP.)
2 PIECES OF TIMBER
6"x1’-1"x1’-8" LONG (%%p)
CUT TO FIT (SNUG FIT)
2"%%c COUNTERSUNK
PROTECTED SIDE
FLOOD SIDE
1" EPOXY GROUT
SCALE: 1" = 1’-0"
DETAIL OF PLAN AT STOP LOG POST
WHEN ALUMINUM POSTS ARE NOT IN USE
C/L POST
BAR 12"x1 12"x4’ LONG
(TYP.)
PL 12x112x4’-0"
(TYP.)
4- A193, B8M, CLASS 2
ANCHOR RODS(C.R.S.)
3/4"%%cx2’-0" LONG, W/ 5" THREADED PROJ.
2- HEAVY HEX NUTS & FLAT
(C.R.S.) WASHERS
2 PIECES TREATED
TIMBER 6"x1’-1"x1’-8"
LONG (+/-) CUT TO FIT
(SNUG FIT)
S-503
TOSL EL. 37.25
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SHEET
REFERENCE
NUMBER
M A
Y
N
Y D
B O
R D
E R
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
S -5
.d g n
Submitted by:
DATETHOMAS C. MacALLEN
N.J. PROFESSIONAL ENGINEER
Lic. No. 24GE02594500
B ro a d S tr e e t, C li ft o n N
J
T E
L -8
-8
G R
E E
N B
R O
O K
F L
O O
D R
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M A
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E X
T E
N S
IO
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A N
D S
E G
M E
N T
T R
A
IS
IN
G
B O
R O
U G
H O
F B
O U
N D
B R
O O
K
N J
F
IL
E N
A M
E s il a s c u n n in g h a m
S u b m it te d b y
/2
/2
P lo t D a te n p r o je c ts
\g r e e n b r o o k \1 s e g m e n t c lo s u r e \c a d \c u r r e n t d r a w in g s \S
.d g n
:4
:5
A M
E .E
.W
A .P
.O
T O
M M a c A
L L
E N
O C
T O
B E
R
A B
SEAL RETAINING BAR J-BULB SEAL
ASECTION
SCALE: 3" = 1’-0"
PROTECTED SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
BSECTION
SCALE: 2" = 1’-0"
1DETAIL
SCALE: 2" = 1’-0"
2DETAIL
SCALE: 2" = 1’-0"
ELEVATION
PLAN
PROTECTED SIDE
FLOOD SIDE
PROTECTED SIDE
FLOOD SIDE
C/L STOP LOG
(SYMMETRICAL ABOUT C/L)
SIDE VIEW
2"
1"
R=516"
9/16" %%248 HOLE
4 1/2 "
ALUMINUM
C10x3.5
TYP
TYP
(TYP.)
J-BULB WATER STOP
& ALUMINUM THREADED
STUD 1/2" %%248 x 1 5/8 LG. W/
HEX NUT & WASHER
(C.R.S.) (TYP.)
1/2" %%248 ALUMINUM
HANDLE
ALUMINUM
BAR 1/2
1 1/2 "
C/L 1" %%248 HOLE FOR A.B.
5"
TYP
ALUMINUM HEX NUT
& WASHER (TYP.)
J-TYPE
WATER STOP
ALUMINUM SEAL
RETAINING BAR
3/8" x 2" x CONT.
ALUMINUM
LOG GATE PL 1/2
ALUMINUM PL 1/2 x 3 x 3
W/ TAPPED HOLE FOR
1/2" %%248 THREADED BOLT
ALIGN HOLE WITH 9/16" %%248
HOLE IN STOP LOG WALL
4"
7 7/8 "
ALUMINUM BAR
1/2x4x9
(SEE DETAIL 2)
TYP
ALUMINUM
STOP LOG
ALUMINUM BAR
1/2 x 1 1/2
ALUMINUM BAR
1/2 x 4 x 9
ALUMINUM BAR
1/2 x4x0’-9"
DET.
C/L STOP LOG
(SYMMETRICAL ABOUT C/L)
TOP VIEW OF STOP LOGBOTTOM VIEW OF STOP LOG
ALUMINUM
BAR 1/2"x4"x9"
(TYP.)
TYP.
9 SPACES @ 8" = 6’-0"
THREADED ALUMINUM
STUDS 1/2" %%248 x 1 5/8" LG.
WELDED TO STOP LOG
C/L (2)- 1" %%248 HOLES
FOR 3/4" %%248 A.B.
C/L (2)- 1" %%248 HOLES
FOR 3/4" %%248 A.B.
1/2" %%248 ALUM.
HANDLE (TYP.)
2’-0"
DET.
(TYP.)
REMOVABLE
12"x10" WF POST
3’-6"
1’-0"
SHEET 45 OF 124
NOTE:
STOP LOG ENDS TO BE OPEN.
(CONTRACTOR TO PROVIDE 22 STOPS-20 FOR INSTALLATION & 2 SPARES)
(APPROXIMATE WEIGHT = 90 LBS. PER STOP LOG)
9 SPCS. @ 8" = 6’-0"2 1/2"
8’4’
SCALE:1/4"=1’
2’0
SCALE: 3"=1’
3" 6" 9" 12"
SCALE: N.T.S. SCALE: N.T.S.
1’0 6"
SCALE: 2"=1’
NOTE:
STOP LOG AND STOP LOG GATE MONOLITH
J-BULB SEALS SHALL HAVE A DUROMETER
HARDNESS RATING OF 40. OTHER PROPERTIES
SHALL CONFORM TO SPECIFICATION.
A
PROVIDE
12"x4" TIMBERS
SCALE: 1/4"=1’-0"
NOTES:
1.
2.
3.
SUGGESTED STOP LOG STORAGE ARRANGEMENT
10"x7" STOP LOGS
(22 REQUIRED, 11 PER
ARRANGEMENT)
SCALE: 1" = 1’-0"
STOP LOG LAYOUT PLAN
12"x4"
TIMBER (TYP.)
S-504
S-502
S-504
2’0 1’
SCALE: 1"=1’
PROVIDE FOUR (4) VINYL
COATED CHAINS BY
20’-0" LG. EACH W/ HIGH
STRENGTH PADLOCKS.
PADLOCKS TO BE KEYED TO
MATCH STOP LOG GATE PAD-
LOCKS. RAP CHAIN THROUGH
HANDLES.
4.
5.
STOP LOGS SHALL BE STORED AT A LOCATION DETERMINED BY THE CONTRACTING
OFFICER. THE CONTRACTOR SHALL PROVIDE TIMBER, CHAINS AND PADLOCKS
FOR STORAGE.
THERE IS ONE LOG STORAGE ARRANGEMENT SHOWN BUT TWO COMPLETE
ASSEMBLIES ARE REQUIRED.
THIS IS A SUGGESTED ARRANGEMENT. THE OWNER MAY REVISE THE STORAGE
PLAN BASED ON AVAILABLE SPACE OR ON THE RECOMMENDATION OF THE
CONTRACTING OFFICER REPRESENTATIVE.
STOP LOGS ARE NOT TO BE IN CONTACT WITH CONCRETE OR THE STEEL
POSTS DURING STORAGE.
SUPPORTING TIMBER ARE NOT TO BE PRESSURE TREATED.
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
A N
S I
D
:4
:0
A
M
P L
O T
T E
D B
Y s il a s c u n n in g h a m
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
M A
Y
N
Y D
B O
R D
E R
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
C o n s u lt in g E n g in e e rs
C o rp o ra ti o n
S -5
.d g n
Submitted by:
DATETHOMAS C. MacALLEN
N.J. PROFESSIONAL ENGINEER
Lic. No. 24GE02594500
B ro a d S tr e e t, C li ft o n N
J
T E
L -8
-8
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
P R
O J E
C T
S
E G
M E
N T
R -2
E X
T E
N S
IO
N
A N
D S
E G
M E
N T
T R
A
IS
IN
G
B O
R O
U G
H O
F B
O U
N D
B R
O O
K
N J
F
IL
E N
A M
E s il a s c u n n in g h a m
S u b m it te d b y
/2
/2
P lo t D a te n p r o je c ts
\g r e e n b r o o k
\1 s e g m e n t c lo s u r e \c a d
\c u r r e n t d r a w in g s \S
.d g n
:4
:0
A M
E .E
.W
A .P
.O
T O
M M a c A
L L
E N
O C
T O
B E
R
1'-0"
MIN
VIF
2'-9
VIF
VIF
V I F
NEW LEVEE
EXISTING FIBER
OPTIC LINE
E N
C A
E
T O
N
W
E R
L I M
I T
S
O
F
S
O E
CONCRETE DRAINAGE
STRUCTURE
-SEE S-408 FOR DETAILS
℄ EXISTING STONE SEWER
V
I
F
FL
OW
THE EXISTING CONCRETE STORM SEWER,
EXISTING STONE STORM SEWER, AND FIBER OPTIC
LINE HAVE BEEN LOCATED ON THE PLANS USING
THE BEST AVAILABLE INFORMATION. THE ACTUAL
LOCATIONS MAY VARY IN THE FIELD.
THE CONTRACTOR SHALL SURVEY THE EXISTING
STORM SEWER & ACCURATELY LOCATE THE
EXISTING FIBER OPTIC LINE, ALONG WITH ANY
OTHER UTILITIES, PRIOR TO EXCAVATION
& NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
IF STONE PORTION OF SEWER LIES FULLY OUTSIDE
OF THE EXCAVATION AND SOE THEN NO
ENCASEMENT IS REQUIRED. PROVIDE SHORING
INSIDE STONE SEWER AS REQUIRED DURING
CONSTRUCTION
TRANSITION BETWEEN
CONCRETE & STONE
STORM SEWER
CONCRETE ENCASEMENT
AT STONE SEWER
SUGGESTED
LIMITS OF SUPPORT
OF EXCAVATION
(SOE)
T-WALL
℄ EX
I
S
T
I
G
C
O
R
M
W
E
R
V
I
F
V
E
R
I
F
Y
E
L
D
V
I
F
4° '24
.8 3"
VIF
V
IF
V
I
F
N
1'-0"
MIN
V
I F
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
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 I Z
E
S U
B M
I T
T E
D
B
Y
P L
D
T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
A N
S I
D
P L
O T
T E
D
B
Y
New York
District
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
N E
W
Y
O R
K h t t p w w w n a n u s a c e a r m y m i l
SHEET
REFERENCE
NUMBER
DATE
G R
E E
N
B
R O
K
O
S
K
M
A N
A G
E M
E N
T
P R
O J E
C T
S
E G
M E
E
X T
E N
S I O
N
A N
D
S
E G
M E
I S
I N
G
B O
R O
U G
H
O
F
B
O U
B
O
O K
N
J
SHEET OF 124
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
PROFESSIONAL
STAMP AND SEAL
NOT FOR CONSTRUCTION
ISSUED FOR REVEW
ONLY
THIS BAR IS 20 mm ON
ORIGINAL DRAWING
IF NOT 20 mm ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
TOMMY HUANG
C o n s u l t i n g
E n g i n e e r i n g
P
C
B r o a d w a y
S u i t e
N e w o r k
N
Y
T E
L
X
G
B S
E G
R
T
S
F
C S d w g
PARTIAL PLAN
SCALE: 3/8" = 1'-0" 0
S-407
S E
G M
E N
T
R
P A
R T
I A
L
P
L A
N
A
T
D R
A I N
A G
E
S
T R
U C
T U
R E
A M
E N
D M
E N
T
C
L A
R I F
I C
A T
I O
N
B
R E
V I A
T I O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
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 I Z
E
S U
B M
I T
T E
D
B
Y
P L
T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
X-XXX
XXX
A N
S I
D
P L
O T
T E
D
B
Y
New York
District
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
N E
W
Y
O R
K h t t p w w w n a n u s a c e a r m y m i l
SHEET
REFERENCE
NUMBER
S H
E E
T
I N
F O
R M
A T
I O
N
L I N
E
S H
E E
T
I N
F O
R M
A T
I O
N
L I N
E
S H
E E
T
I N
F O
R M
A T
I O
N
L I N
E
DATE
A M
E N
D M
E N
T
XX
R
E E
N
B
R O
O
S
K
M
A N
A G
E M
E N
T
P R
O J E
C T
S
E G
M E
E
X T
E N
S I O
N
A N
D
S
E G
M E
I S
I N
G
B O
R O
U G
H
O
F
B
O U
O
O K
N
J
SHEET OF 124
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
PROFESSIONAL
STAMP AND SEAL
NOT FOR CONSTRUCTION
ISSUED FOR REVEW
ONLY
THIS BAR IS 20 mm ON
ORIGINAL DRAWING
IF NOT 20 mm ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
TOMMY HUANG
C o n s u l t i n g
E n g i n e e r i n g
P
C
B r o a d w a y
S u i t e
N r k
N
Y
T E
L
X
G
B S
E G
R
T
S
F
P D
T S d w g
DRAINAGE STRUCTURE PLAN VIEW (WING WALLS SHOWN)
SCALE: 1/2" = 1'-0" 0 1' 2' 4'
S-408
S E
G M
E N
T
R
D R
A I N
A G
E
S
T R
U C
T U
R E
R E
I N
F O
R C
E M
E N
T
P
L A
N S
DRAINAGE STRUCTURE PLAN VIEW (MAT SLAB SHOWN)
SCALE: 1/2" = 1'-0" 0 1' 2' 4'
DRAINAGE STRUCTURE PLAN VIEW (CAP SLAB SHOWN)
SCALE: 1/2" = 1'-0" 0 1' 2' 4'
S-408
S-301
S-408
S-301
S-408
S-301
S-408
S-302
S-408
S-302
S-408
S-301
S-408
S-301
ALL DRAINAGE STRUCTURE STRUCTURAL CONCRETE
SHALL BE TREATED WITH CORROSION INHIBITOR
A M
E N
D M
E N
T
A
D D
I T
I O
N A
L
R
E Q
U I R
E M
E N
T
F
O R
C O
R R
O S
I O
N
I N
H I B
I T
H A
N G
E
C
A L L O
U
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
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 I Z
E
S U
B M
I T
T E
D
B
Y
P L
T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
X-XXX
XXX
A N
S I
D
P L
O T
T E
D
B
Y
New York
District
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
N E
W
Y
O R
K h t t p w w w n a n u s a c e a r m y m i l
SHEET
REFERENCE
NUMBER
S H
E E
T
I N
F O
R M
A T
I O
N
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E
S H
E E
T
I N
F O
R M
A T
I O
N
L I N
E
S H
E E
T
I N
F O
R M
A T
I O
N
L I N
E
DATE
A M
E N
D M
E N
T
XX
R
E E
N
B
R O
O
S
K
M
A N
A G
E M
E N
T
P R
O J E
C T
S
E G
M E
E
X T
E N
S I O
N
A N
D
S
E G
M E
I S
I N
G
B O
R O
U G
H
O
F
B
O U
O
O K
N
J
SHEET OF 124
WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE
INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED
IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.
ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED
BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE
SCALED TO OBTAIN DIMENSIONS OR DISTANCES.
PROFESSIONAL
STAMP AND SEAL
NOT FOR CONSTRUCTION
ISSUED FOR REVEW
ONLY
THIS BAR IS 20 mm ON
ORIGINAL DRAWING
IF NOT 20 mm ON THIS
SHEET, ADJUST SCALES
ACCORDINGLY
TOMMY HUANG
C o n s u l t i n g
E n g i n e e r i n g
P
C
B r o a d w a y
S u i t e
N r k
N
Y
T E
L
X
G
B S
E G
R
T
S
S
C S d w g
DRAINAGE STRUCTURE SECTION (EXISTING SEWER SHOWN)
SCALE: 1/2" = 1'-0" 0 1' 2' 4'
DRAINAGE STRUCTURE SECTION (CENTER AND WING WALLS SHOWN)
SCALE: 1/2" = 1'-0"
0 1' 2' 4'
S-301
S E
G M
E N
T
R
D R
A I N
A G
E
S
T R
U C
T U
R E
S E
C T
I O
N S
S-408
S-301
S-408
S-301
S-408
S-301
S-408
S-301
S-408
S-301
SEE SHEET S-001 FOR BAR LAP, CONC
COVER, DEVELOPMENT LENGTH, AND
OTHER REINFORCEMENT DETAILING NOTES
S-505
S-301
S-302
S-301
A M
E N
D M
E N
T
C
H A
N G
E
O
F
R
E F
E R
E N
L L O
U T
I N
V E
E
V A
T I O
W E
L L S
E A
L
R
E L O
C A
T
(SEE NOTE 3)
3#12+1#12G IN 3/4"C
PANEL
CONTROL
GATE
CLOSE/OPEN PUSH BUTTON
WP
3/4
ACCESS ROAD
SAW CUT PAVEMENT
SAW CUT PAVEMENT
15"�
RCP
RCP
12" � R
CP
(4)#2+(1)#4G
(1) 1�" CONDUIT WITH
(SEE NOTE 4)
ELECTRICAL MANHOLE #1
BY CONTRACTOR BY POWER CO.
FOR NOTES AND ENCLOSURES
3R ENCLOSURE. SEE SHEET E-501,
60A, 3P DISCONNECT SWITCH IN NEMA
ELECTRIC METER (BY PSE&G) AND
(4)#2+(1)#4G
(1) 1�" CONDUIT WITH
(SEE NOTE 1)
WITH UTILITY TRANSFORMER
EXISTING ELECTRICAL VAULT
ENCLOSURE 1
LIMIT OF CONTRACTOR’S WORKING AREA (TYP.)
(4)#2+(1)#4G
(1) 1�" CONDUIT WITH
(SEE NOTE 3)
DRAINAGE STRUCTURE
EQUAL(SEE NOTES 4 & 5) (TYP.)
QUAZITE CAT NO. PG2424BA24 OR APPROVED
24"X24"X24" ELECTRICAL HANDHOLE #2 BY
SEE NOTES 4 & 5
ELECTRICAL HANDHOLE #1
SEE NOTE 6
SEE NOTE 6
CONRAI
L
(LEHI
GH
VALLEY
RAI
LROAD)
CB
CB
TOP OF SILL
ELEV. 38.05’
TOP OF SILL
ELEV. 38.06’
RAILROAD SWITCH
RAILROAD SWITCH
RAILROAD SWITCH
5’ WROUGHT IRON FENCE
4’ CHAIN LINK FENCE
3.5’HAND RAIL
BEAM (TYP)
0.75’X 0.55’
DEBRIS INSIDE
WOODED AREA WITH
CONCRETE WALL
ASPHALT AREA WITH 0.60’
ASPHALT AREA
TOP 40.69’
DROP INLET
TOP 40.53’
DROP INLET
1.5’WALL
FFE 41.51’
FFE 41.52’
TOP 39.19’
SDMH
M A
T C
H L I
N E
M A
T C
H L I
N E
BOLTED OVER OPENINGS
PLYWOOD SHEETS
COVERED CONCRETE DOCK
PASSENGER ENCLOSUREMETAL/PLEXIGLASS
4.5" X 3.5’
SILL DIMENSIONS
NO MANHOLE OBSERVED AT TIME OF SURVEY
CB
CB
CB36.82
INV
40.40
GR
36.46
INV 36.93
INV
INV 36.98
GR 40.41
INV 37.51
GR 40.43
37.49
INV
INV 36.39
GR 40.39
INV 38.00
GR 40.41
37.96
INV
GR 40.44
INV 39.74
INV 38.38
GR 40.33
GR 40.65
INV 38.99
GR 40.83
INV 38.53
INV 38.95
38.48
INV
INV 37.84
CB
INV 37.79
" C
L A
Y
CB
CB
CB
CB
CB
T-WALL
T-WALL
WV
(UNDER CANOPY)
CONC. STEPS
CONC. WALL
HANDRAIL
METAL
HANDRAIL
METAL
ASPHALT
STEPS
CONC.
WALL
CONC.
" R
C P
IN
V
.6
INV 36.66
12" RCP
C L
A Y
IN
V
.5
BOT 21.80
RIM 39.90
BOX
METAL
WALL
ON CONC
MET. RAIL
WALL
ON CONC
MET. RAIL
CONC.
BOOTHS
TELEPHONE
1547BB
UP#
GRASS
P
P
CONC. WALK
ASPHALT
RIM 40.30
TOWERTRANSMISSION
BRUSH
DIRT ROAD
D
D
0+00
1+00
1+66.59 P I
5+00
4+03.08
P I
5+ 08.55 P I
38.9
37.2
D
D
D
CB
CB
CB
D
D
CB
CB
CB
36.2
39.0
37.1
39.6
39.0
37.4
36.5
38.7
39.7
39.7
37.6
39.6
38.9
36.4
37.2
38.0
40.2
39.1
39.7
37.7
35.4
39.4
37.1
38.9
40.2
38.4
37.4
38.7
38.9
39.5
39.6
39.8
39.4
37.7
36.7
39.2
39.2
35.7
38.4
39.7
37.1
40.1
39.3
39.6
38.6
40.1
36.0
39.4
35.2
36.9
40.1
34.6
39.1
39.5
37.4
39.6
35.2
40.1
34.9
38.9
39.6
40.5
39.8
39.7
37.9
35.6
38.9
37.9
38.8
36.5
38.1
38.7
37.5
38.9
36.2
40.4
37.6
36.1
39.2
37.0
37.5
35.9
41.0
36.5
40.0
39.5
38.9
38.2
39.8 39.8
36.3
40.1
37.8
38.8
36.4
41.0
35.9
39.8
39.1
38.5
39.4
39.5
40.3
37.3
35.0
34.6
38.5
40.2
35.1
38.4
34.3
34.8
39.5
40.4
40.6
35.2
40.5
39.3
40.4
40.3
40.0
34.8
40.2
38.5
40.6
39.8
34.1
38.5
36.7
36.7
36.9
33.5
38.8
40.5
40.0
36.6
39.5
36.7
34.0
40.0
34.2
40.2
41.5
40.5
37.8
34.7
40.5
33.9
38.5
41.5
38.8
37.7
38.4
39.1
40.4
35.7
35.1
35.3
40.95
40.86
41.48 41.48
CB
CB
BRICK
1 STY.
STEPS
CONC.
STEPS
CONC.
A S P
H A L T
A S P
H A L T
GATE
GATE
LP
LP
LP
LP
CONC. RW
CLF ON
LP
LP
CONC. RW
CLF ON
LP
CONC. RW
CLF ON
CONC. RW
CLF ON
CANOPY
1.
2.
NOTES:
3.
4.
5.
6.
GATE
SLUICE
20A / 3P
TO PANEL "PNL-1"
N 629,100N 629,100 N 629,100N 629,100
25.7
TRANSIT’S RIGHT-OF-WAY.
WORKING WITHIN OR IN VICINITY OF NEW JERSEY
DESIGN MUST COMPLY WITH GUIDELINES FOR
AND COORDINATE DESIGN WITH NJ TRANSIT.
DESIGN SIGNED BY A NJ PROFESSIONAL ENGINEER
METHODS. CONTRACTOR TO PROVIDE CROSSING
WITH (4)#2 + (1)#4G USING TRENCHLESS
CONDUIT (CARRIER PIPE)INSIDE CASING PIPE
INSTALL (1) 6" STEEL (CASING PIPE) & 1�"
E
E-2
E-5
E-4
E-3
E-1
26.2
26.2
/0
/2
NEW JERSEY TRANSIT
N
A D
D E
L E
C
B A
S E L
IN
E S
T A
T
IO
N A
N D D
A T
A A
M E
N D
M E
N T C
H A
N G
E
G T
O
G A
N D
R .U
T .C .M
O .G .M
W .S
E-101
E L E
C T
R
IC
A L P
L A
N
D R
A
IN
A G
E S
T R
U C
T U
R E
S E
G M
E N
T R -2
E
,0
,1
E
,0
,3
E
,0
,4
E
,0
,6
E
,0
,7
E
,0
,7
E
,0
,6
E
,0
,4
E
,0
,3
E
,0
,1
52 52
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 :4
: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 E -1
-1 .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
IL
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
A M
E N
D M
E N
T
G B
S E
G
R
T
E .d g n
:4
:4
P
SHEET OF 124
O C
T O
B E
R
34.1
34.1
34.5
L O
G S
34.8
ONE STORY BRICK BUILDING
35.0
35 35
GRAVEL
35.0
35.1
35.1
35.2 35.2
35.3
35.3
35.4
36.0
L O
G S
GRAVEL
36.6
37.1
37.2
" C
L A
Y
XXXX
38.1
38.3
60’15’
SCALE:1"=30’
0 30’
D
F
39.6 39.9
(SEE NOTE 4)
ELECTRICAL MANHOLE #2
40.2
40.3
40.4
DI
DI
40.8
40.9
40.9
41.0
41.1
41.2
41.2
41.2
41.2
41.3
IN
V
XX
XX
41.7
5’ CLF
CLF
.3
ASPHALT PLATFORM
ASPHALT PLATFORM
EXISTING 3’-0"X3’-0" BOX
PLATFORM
W. MAIN STREET
TRAIN STATION
BOUND BROOK
BY ZAYO
OWNED AND OPERATED
FIBER OPTICAL LINE
EXISTING TRAIN STATION BUILDING
PROPOSED LEVEE
CB
CB
CB
CB
CB
X .7
X .3
X2 .8
CLF
8’ CLF
N 629,250N 629,250
N 629,400
N 629,550
N 629,250N 629,250
N 629,400
N 629,550
E
,0
,9
E
,0
,9
SEE ELECTRICAL CONDUIT PROFILE ON SHEET E-201.
SEE HANDHOLE DETAIL ON SHEET E-501.
(TYP.)
PROVIDE WATERTIGHT COVER WITH H-25 LOADING
DIAGRAM SEE SHEET E-501.
ELECTRICAL PANEL "PNL-1". FOR SLUICE GATE WIRING
SCHEDULE 40 PVC CONDUIT 24" BELOW GRADE FROM
POWER TO SLUICE GATE SHALL BE ROUTED IN
CONDUIT 24" BELOW GRADE.
"PNL-1" SHALL BE ROUTED IN SCHEDULE 40 PVC
ENCLOSURE (ENCLOSURE 2). POWER TO 480V, 3�
LOCATED ON CONCRETE PAD IN A NEMA 3R
NEW 480/277V, 3PH, 4W, 60A ELEC PANEL "PNL-1"
PSE&G PRIOR TO CONSTRUCTION.
PSE&G.CONTRACTOR TO VERIFY POWER SOURCE WITH
IS APPROXIMATE AND SUBJECT TO CHANGE BY
SHOWN FROM ENCLOSURE 1 TO UTILITY TRANSFORMER
UTILITY LOCATION TO ENCLOSURE 1 LOCATION. ROUTE
PSE&G SHALL ROUTE SERVICE FROM NEAREST
RAILROAD PLATFORM
BOUND BROOK
EAST BOUND
(SEE NOTE 2)
ENCLOSURE 2
3#12+1#12G IN �"C
X
M A I
D
N E
M O
U N
T A
V
E N
U E
H A
M I
L T
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
6+00.00
5+08.55
4+03.08
1+66.59
0+00.00
E-5
E-4
E-3
E-2
E-1
629469.14
629473.72
629368.39
629360.46
629193.965
2037840.81
2037749.48
2037744.19
2037507.83
2037513.41
E-4 - E-5
E-3 - E-4
E-2 - E-3
E-1 - E-2
91.45
105.46
236.49
166.59
S87°07’32"E
N02°52’28"E
N88°04’41"E
N01°55’19"W
SEGMENT R-2 ELECTRIC BASELINE DATA
POINT STATION NORTHING EASTING COURSE DISTANCE BEARING
E-501
.C
M .F
M .F
A .K
54 54
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
S E
G M
E N
T R -2
NEAR SLUICE GATE)
(ELECTRIC METER & DISCONNECT SWITCH
NEAR W. MAIN STREET) RECEPTACLE & STRIP HEATER
(ELECTRIC PANELS, MAINTENANCE
ENCLOSURE 1 (NTS) ENCLOSURE 2 (NTS)
TYPICAL UNDERGROUND CONDUIT DETAIL (NTS)
HANDHOLE BOX DETAIL (NTS)
SLUICE GATE WIRING DIAGRAM (NTS)
SINGLE LINE DIAGRAM
/0
/2
S
IN
G L E L
IN
E D
IA
G R
A M
A M
E N
D M
E N
T
R E
V
IS
E N
O T
E S A
N D A
D 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 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 :4
: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 E -5
-1 .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
A M
E N
D M
E N
T
G
B
S E
G
R
T
E .d g n
:4
SHEET OF 124
O C
T O
B E
R
Submitted by:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
CLOSE
OPEN
GATE
OPEN
CT
SLUICE GATE LIMIT SWITCHES
LS - O
OL
OL
OL
R
G
CLOSE
OPEN
O
C
GATE
CLOSE
O.L.O.L. O.L.
LS - C
PB
OPEN
O
C
O
C
PB
CLOSE
PB
OPEN
PB
CLOSED
10 #12AWG
CONTROL WIRING
GATE CONTROL PANEL
MOTOR
GATE
MAGNETIC LOCATOR TAPE
SAND
LOCATOR WIRE
NEMA 3R ENCLOSURE MINIMUM DIMENSIONS 36"x16"x60"H
INCOMING SERVICE PROVIDED BY PSE&G
FINISH GRADE/ASPHALT
DESIGN
WHEN IN PAVEMENT MATCH WITH PAVEMENT
MATCH EXISTING SURFACE TREATMENT
6 6"x 2.5" 60W STRIP ENCLOSURE HEATER. OMEGA CAT. NO. SRFE-6-40 OR APPROVED EQUAL.
PROVIDED BY PSE&G.
PSE&G IS RESPONSIBLE FOR ALL WIRING BETWEEN THE UTILITY POWER SOURCE AND METER WHICH SHALL BE
CONCRETE PAD (4" THICK WITH WIRE MESH)
TO 6 KVA TRANSFORMER AND (1) 20A-3P CIRCUIT BREAKER FOR SLUICE GATE CONNECTION
CIRCUIT BREAKER PANEL"PNL-1", 60A, 480/277V, 3PH, 4W WITH (1) 20A-3P CIRCUIT BREAKER FOR CONNECTION
"PNL-1"
PANEL
POWER
FROM
480V/3PH
" 2
M
IN
CATALOG NO. 6T2F OR APPROVED EQUAL.
6KVA 480-208/120V TRANSFORMER. DIMENSIONS 13.5"Hx14.8"Wx9"D SCHNEIDER ELECTRIC
FOR CONNECTION TO STRIP HEATER + GFCI MAINTENANCE RECEPTACLE.
CIRCUIT BREAKER PANEL, "PNL-2" 20A 208/120V, 3PH, 4W WITH (2) 20A-1P CIRCUIT BREAKERS
No. 1H255 OR APPROVED EQUAL.
17.5"x 9"x7" 480V, 60A, 3P DISCONNECT SWITCH WITH SERVICE ENTRANCE LABEL, GRAINGER CAT.
SHOWN ON SHEET E-101
CONDUIT WITH WIRING AS
SCHEDULE 40 PVC
D E
P T
H
D E
P T
H
"16
27"
"16
25"
2"
" 81
" 8
1/2"
13/16"1
LOGO
QUAZITE LOGO
TIER LOGO
LIFTING BOLT (4)
1 EACH END
2X4" X4" OPTIONAL MOUSEHOLE
LIFTING BOLT (4)
SKID RESISTANT SURFACE
.5 COEFFICIENT OF FRICTION
PULL SLOT (2)
" X 4" 2
WASHER (2)
HEAD BOLT W/
STEEL HEX
3/8 STAINLESS
M
UTILITY LINE
INCOMING PSE&G
PROVIDED BY UTILITY
ELECTRICAL METER
4#2+1#4G IN 1 1/2"C
4#2+1#4G IN 1 1/2"C
3P
60A
3P
20A
3P
20A
CONTRACTOR
SWITCH PROVIDED BY
60A, 3 POLE DISCONNECT
TRANSFORMER
6KVA 480-208/120V
SWITCH
DISCONNECT
UNFUSED (UF)
NEMA 3R ENCLOSURE
AT GATE
CONTROL STATION
WP
"PNL-2" VIA (2)#12 + (1)#12G IN 3/4"C.
2OA GFCI MAINTENANCE RECEPTACLE IN WEATHERPROOF ENCLOSURE POWERED BY 120/208V PANEL
4#12+1#12G IN 3/4"C
3#12+1#12G IN 3/4"C
(PNL-2)
MAIN CIRCUIT BREAKER
4W PANEL WITH 60A
Ø20A, 208/120V 3
(PNL-1)
CIRCUIT BREAKER
WITH 60A MAIN
4W PANEL Ø,3
60A, 480/277V
X
X19+00 T
> PROP. LEVEE
EL. 39.70
TOP OF LEVEE
2.5
E X I
S T I
N E
8’-6"EL. 40.31
TOP OF CONC.
EL. 40.30
TOP OF CONC.
LIGHT POLE
> PROP. LEVEE
EXISTING BASE LINE
TOP OF SLOPE
TOE OF SLOPE
10’-5"
EL. 38.47
EXIST.
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
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
TO MATCH PROPOSED GRADE
BE RAISED AS REQUIRED
BOX AND WIRING TO
ELECTRIC JUNCTION
EXISTING
TO MATCH PROPOSED GRADE
BE RAISED AS REQUIRED
BOX AND WIRING TO
ELECTRIC JUNCTION
EXISTING
LIGHT POLE
EXISTING
ELECTRIC CONDUIT
EXISTING
1 1
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
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 :4
: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 -4
-1 .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
A M
E N
D M
E N
T
G
B
S E
G
R
T
C
.d g n
:4
SHEET OF 124
O C
T O
B E
R
R .U
T .C .M
O .G .M
W .S
C-402
PROTECTED SIDE
PROTECTED SIDE
P L
A N A
N D S
E C
T
IO
N
L E
V E
E P
E D
E S
T R
IA
N B
R
ID
G E
S E
G M
E N
T T
/0
/2
A
M E
N D
M E
N T
A D
D
E X
IS
IT
N G
C A
L L O
U 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
FLOOD SIDE
FLOOD SIDE
CONDUIT
EXIST. ELECTRIC
CONFIRM LOCATION)
TO REMAIN (CONTRACTOR TO
TO DRAINAGE STRUCTURE NO. 21
EXIST. ELECTRIC CONDUIT
2.5H:1V SLOPE
2.5H:1V SLOPE
BRIDGE ABUTMENT
EXISTING
PEDESTRIAN BRIDGE
EXISTING
PEDESTRIAN BRIDGE
EXISTING
COLUMN (TYP.)
BRIDGE SUPPORT
EXISTING
PEDESTRIAN BRIDGE
EXISTING
C-307
W .S
R .U
T .C .M
O .G .M
/0
/2
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 T
A T
IO
N
T
A M
E N
D M
E N
T A
D D E
X C
A V
A T
IO
N T
O
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 :4
: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
-1 .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
A M
E N
D M
E
G B
S E
G
R
T
C
.d g n
:4
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:
Lic. No. 24GE02594500
N.J. PROFESSIONAL ENGINEER
WELL
TEST
WELL
TEST
WELL
TEST
WELL
TEST
WELL
TEST
WELL
TEST
SEE SHEET CG502
20’WIDE x 100’ LONG -
CONSTRUCTION ENTRANCE
STABILIZED
SEE SHEET CG502
20’WIDE x 100’ LONG -
CONSTRUCTION ENTRANCE
STABILIZED
N E
W
J E
R S
A N
S
IT
N
,0
N
,7
N
,5
N
,4
48" SAN
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W A
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W
IN
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TOP OF SLOPE
TOP OF SLOPE
BOT OF SLOPE
TOP OF SLOPE
TOP OF SLOPE
BOT OF SLOPE
TO
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TOP OF S
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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
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 G
-1 .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
IS
IN
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P R
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C T S
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M E
N T R -2 E
X T E
N S
IO
N
G R
E E
N B
R O
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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
A M
E N
D M
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T
G B
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G
R
T
C G
.d g n
:4
:5
SHEET OF 124
O C
T O
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R
.8
T P I
.3
T P I
.5
T
P I
0+
00.00 T
P I
E
ST
IN
ST
R E E T
D.B. 2159, PG. 701
CELAFLORA GONZALES
ROBERTO MORALES AND
D
B
S A
N T
P E
Z
L O
T
N
N
B L
O C
K
B L
O C
K
N
N
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S
A N
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B O
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N
N
B O
U
O O
K
B L
O C
K
BOUND BROOK TRAFFIC ROTARY
E 2,038,950
E 2,039,050
E 2,039,200
E 2,039,350
N
,8
N
,4
N
,5
N
,7
E 2,039,350
E 2,039,200
E 2,039,050
E 2,038,950
N
,0
R .U
T .C .M
O .G .M
W .S
CG102
84 84
SEE SHEET CG501 (TYP.)
SILT FENCE
S T
A T T
O S
T A T
E R
O S
IO
N C
O N
T R
O L P
L A
N
S E
G M
E N
T T
SEE SHEET C-505
STA. 5+75T TO STA. 7+25T
MAT BETWEEN
INSTALL TURF REINFORCEMENT
ROGERS SURVEY
LIMITS OF
= 5.94 AC
= 258,691.04 S.F.TOTAL AREA OF DISTURBANCE
C
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TOP OF SLOPE
S H
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G
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PROTECTED
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TYPE 1
INLET FILTER
SHEET CG501
TYPE 1, SEE
INLET FILTER
N
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B E
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.3
.8
.6
.2
.3
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18.56
.2
.4
.5
.9
.9
20 20
SHEET C-109)
ACCESS ROAD (SEE
10 FT. WIDE
.2
.9
.9
.9
STAGING AREA
SEE SHEET CG501
SILT FENCE (TYP.)
STOCK PILE
SOIL
SHEET CG502
FILTER, SEE
TEMPORARY STONE
1.1
.3
1.5
.5
1.6
1.6
.6
1.7
1.8
21.83
1.9
.1
.2
.3
.4
.5
.6
.7
.8
.9
.0
.1
.5
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.1
B W
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T A .5
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.8
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.6
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.8
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.0
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.2
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M B
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ASPHALT
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R P
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S S
F.F.
ELEV =
.57
(R E F
L E
C T
O R
P
O S
T
3"
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3" 3"
3"
8" 3"
.2
3"
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3"
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.7
.6
.8
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C O
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C O
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A R
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.4
.4
S T
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6"
.6
.6
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16" 12"
16"
8" 16"
10"
12"
12"
8"
16"
24"
12"
8"
8"
10" 6"
10"
6"
ASPHALT P
ARKING LOT
PARKING L
OTASPHALT
6"
P A
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L E
G I O
N "B I L
L I A
N
P A
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L E
G I O
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L I A
N
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BOT OF SLOPE
TOP OF SLOPE
TO
P O
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PE
B O T
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B O T
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S
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B O T
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S
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S
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INV 20.95
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C O
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40.75
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40.87
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40.95
1.1
41.21
B C
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T C
.6
B C
.2
T C
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C C C
B C
.4
T C
.9
SOMERSET COUNTY
MIDDLESEX COUNTY
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
O H
OH
O H
O H
Submitted by:
FLOW
DRAINAGE DITCH
DITCHDRAINAGE
DITCH
DRAINAGE
D R
A
IN
A G
E D
IT
C H
FLOW
FLOW
17.6
16.9
17.3
17.5
17.3
17.6
17.6
16.9
17.3
w. 4’ CLF.
INV
20.86
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TOP OF SLOPE
TOP OF SLOPE
BOT OF SLOPE
BOT OF SLOPE
TOP OF SLOPE
TOP OF SLOPE
STEEL GATE
12" HEADWALL
w. 4’ CLF.
w. 4’ CLF.
12" HEADWALL
STEEL GATEBOT OF SLOPE
CENTER OF BROOK
CENTER OF BROOK
CENTER OF BROOK
BOT OF SLOPE
TOP OF SLOPE
BOT OF SLOPE
TOP OF SLOPE
VALVE
CONTROL
SPRINKLER
W
W
W
W
W
W
W
W
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W
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ELEC.
I N
V
31.88
GR
30.2
28.6
25.8
22.3
21.9
22.5
29.8
29.9
29.6
30.9
31.3 32.20
30.02 30.93
29.2
2 STORY
MASONRY
APARTMENT COMPLEX
10"
10"
B E
L G I
O
R B
5’ STOCKADE
S T
O C
K A
D E
GRASS
WELL
MONIT.
POST
12’X5.
65’ CULVERT
d i r t a n d g r a v e l r o a d
31.0
29.2
28.2 23.9
22.1
21.6
21.8
25.5
20.9
27.5
31.3
6’ STOCKADE
30"
24"
20"
12"
20"
18"
2 1/2 STORY
GARAGE
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
4’ STOCKADE
FENCE
4’ STOCKADE
WV
WV
x x x x x x
10"
" S
A N
IT
A R
Y
10"
10"
8"
9"
12’X5.65
’ CULVERT
GRASS
4" 9"
7"
7"
3"
10"
30"
11"
INV 26.98
GR 31.28
CONC. SLAB
SHED ON
7"
CONC. SLAB
29.7
29.6
29.6
29.7
HEADWALLCONC.
M I D
D L
E S
U N
T Y
B O
U
O
R O
S O
M E
R S
U N
T Y
32.57
32.1
32.0
29.8
29.2
29.7
29.9
29.8
30.6
30.2
28.2
24.1
TIMBER RETAINING WALL
.1 T
P I
.5
TP
I
.3 T
P I
13+4 5.45
TPI
N 630,750
N 630,600
D.B. 2314, PG. 479
ARMY CORPS OF ENGINEERS
D.B. 2306, PG. 668
ARMY CORPS OF ENGINEERS
D.B. 1581, PG. 605
REGINALD J. GULLIFORD
D.B. 1590, PG. 126
JOHN J. & JO-ANN MURRAY
LOT 44
BLOCK 13.02
N/F LANDS OF
D.B. 1610, PG. 533
RANDHIR SINGH AND INDERJIT K. PUAR
LOT 44.01
N/F LANDS OF
BLOCK 13.02
D.B. 1476, PG. 706
NIDAL HANNA AND THAER HANNA
LOT 45
BLOCK 13.02
N/F LANDS OF
D.B. 1577, PG. 423
FRED H. & SUSAN M. MILLER
LOT 45.01
N/F LANDS OF
BLOCK 13.02
LOT 46
BLOCK 13.02
N/F LANDS OF
D.B. 1801, PG. 286
LOT 46.01
N/F LANDS OF
BLOCK 13.02
LOT 47
N/F LANDS OF
BLOCK 13.02
LOT 47.1
BLOCK 13.02
N/F LANDS OF
DEED LINE
AND CESAR HUAMAN
& ZARELA GUITIERREZ
JAMIE A. PINEDA
ELIZABETHTOWN WATER CO.
D.B. 1434, PG. 590
BOROUGH OF BOUND BROOK
N/F LANDS OF
BLOCK 13.02
LOT 50
30’
WIDE S
TORM S
EWER R
IGHT OF WAY
A P
P R
O X I
M A
C A
T I
G
P
D.B. 1231, PG. 136
DAVID W. & TERESA STEWART
LOT 43
N/F LANDS OF
BLOCK 13.02
SEE SHEET CG501 (TYP.)
SILT FENCE
SEE SHEET CG502
ENTRANCE 12’WIDE x 100’ LONG
STABILIZED CONSTRUCTION
SHEET CG502
FILTER SEE
TEMPORARY STONE
P e d e s t r ia n r id g e
DRAINAGE
STRUCTURE NO. 21
G
N T
G
N T
F L O
L L
BROOK
VOSSELLER
HEADWALL NO. 3
CB
CB
FLOWFLOW
TOP OF SLOPE
SHEET C
G103
STA. 1
3+5
0 T
MATCH L
INE
CHANNEL
12" HEADWALL
N 631,050
N 630,900
E
,0
,6
E
,0
,8
E
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/2
F
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LIMIT OF DISTURBANCE
E
,0
,9
E
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,0
E
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21.5
22.1
22.3
22.4
22.4
22.5
23.4
23.4
E
,0
,6
E
,0
,5
24.3
25.2
25.6
27.03
27.11
27.2
27.18
27.2
27.35
ELEC.
27.74
27.8
27.9
27.9
27.93
27.96
N
28.3
28.3
W O
O D
F E
N C E
28.5
28.7
28.7
28.7
29.01
29.2
29.27
29.41
BELGIAN BLOCK CURB
29.68 29.76
29.76
60’0 30’
SCALE:1"=30’
S O
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A T
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NUMBER
REFERENCE
SHEET
M A
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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
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