Plans_Port_Monmouth_CNT2_Amend4_9_27_2016.pdf
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N E
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New York District of Engineers
US Army Corps
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d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
C iv il \C -1
A m e n d
N /A
W
D S -1
-B -0
/2
/2
WORK LIMITS
E 602174.61
N 585408.10
2.2
2.5
3.2
Port M onm outh R d
P e w s C re e k
P e w s C re e k
K e a n s b u rg L e v e e
K e a n s b u rg L e v e e
0 587 1
7 1
W
" W
12" W
-5
-5
-5 -5
P A
R K
IN
G
PM14-03
PM14-4A
PM14-6
PM14-04
GENERAL NOTES:
LEGEND:
N
60'30'030'
BORING
LAND SIDE
GRAPHIC SCALE
N
O V
-P
T M
O N
C T -C I1
C .D .R
S .A .C
C .W .H
C
IV
IL
B O
R
IN
G L
O C
A T
IO
N S
W O
R K L
IM
IT
S A
N D
C-101
NOT TO SCALE
WORK LIMITS @ STAGING AREA
DMT-5A
PM14-5A
ELEVATION OF 13.0 FT. NAVD88 AT ALL TIMES.
MINIMUM LEVEE SECTION OF 1V:3H SIDE SLOPES (NO STEEPER) AND A CROWN
6. DURING CONSTRUCTION THE EXISTING KEANSBURG LEVEE SHALL MAINTAIN A
13 FT. NAVD88, THE CONTRACTING OFFICER SHALL BE NOTIFIED.
BE ESTABLISHED FOR REFERENCE. IF THE LEVEE SURVEYED CROWN IS BELOW
REGISTERED LAND SURVEYOR IN THE STATE OF NEW JERSEY. STATIONING SHALL
AND END ARE AS SHOWN ON THIS SHEET. SURVEY SHALL BE CONDUCTED BY A
LEVEE CROWN, AT A MAXIMUM OF 50 FT. INTERVALS. LIMITS FOR SURVEY START
PRECONSTRUCTION SURVEY. THE SURVEY SHALL ALSO INCLUDE A PROFILE OF
SHALL BE SURVEYED ON KEANSBURG LEVEE AT 50 FT. INTERVALS AS PART OF THE
5. A MINIMUM OF FIVE CROSS SECTIONS (SHOWING LEVEE CROWN AND BOTH TOES)
INFORMATION.
LOADING. CONTRACTOR TO DETERMINE BASED ON EXISTING CORE BORING
4. STOCKPILE AREA SHOWN MAY REQUIRE REINFORCEMENT TO HANDLE STOCKPILE
CONTRACTING OFFICER.
DESIGNATED STAGING AND STOCKPILING AREAS ONLY, UNLESS APPROVED BY
3. STAGING AND STOCKPILING OF EQUIPMENT AND MATERIALS TO BE DONE IN
2. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED.
GEOTECHNICAL DATA REPORT.
1. CORE BORING INFORMATION CAN BE FOUND IN SPECIFICATION SECTION 00 31 32
A
M E
N D
M E
N T
A
M E
N D
M E
N T
/2
/1
WORK LIMITS
E 602376.54
N 585094.68
.5
4.0
.3
.6
6.4
.3
E
E
5002=10102.00
9.5
E 602532.21
N 585356.06
E 602114.56
N 585684.42
E 602283.97
N 585287.46
E 602282.24
N 585277.62
WORK LIMITS
E 602305.81
N 585434.74
E 602190.64
N 585541.73
R.O.W.
R.O.W.
E 602285.45
N 585392.20
E 602476.17
N 585368.87
E 602480.33
N 585377.87
E 602124.09
N 585699.05
LIMITS
WORK
LIMITS
WORK
E 602173.15
N 585333.77
E 602208.22
N 585290.67
(FIELD VERIFY)
OF BRIDGE ABUTMENT
APPROXIMATE LOCATION
PILES , 20"x20" (FIELD VERIFY)
PRESTRESSED CONCRETE BRIDGE
APPROXIMATE LOCATIONS OF
(FIELD VERIFY)
OF BRIDGE ABUTMENT
APPROXIMATE LOCATION
(FIELD VERIFY)
TIMBER PILES AT ABUTMENT
APPROXIMATE LOCATION OF
(FIELD VERIFY)
TIMBER PILES AT ABUTMENT
APPROXIMATE LOCATION OF
MLW APPROXIMATELY -2.55 FT. NAVD
MHW APPROXIMATELY 2.14 FT. NAVD
APPROXIMATELY 13.0 FT. NAVD
DECK BOTTOM ELEVATION
PEWS CREEK BRIDGE
E 602116.26
N 585207.64
E 602277.06
N 585112.18
E 602493.55
N 585136.80
EASEMENT
10' ELECTRICAL
E 602152.38
N 585660.67
E 602158.31
N 585652.60
E 602139.31
N 585640.27
E 602129.30
N 585645.69
UTILITY POLE
EXISTING
E 602172.18
N 585192.68
AREA
STOCKPILE
PROPOSED
OCEAN SIDE
E 602115.60
N 585648.51
E 602150.64
N 585647.62
E 602118.41
N 585623.25
NOTE 6
OF CONSTRUCTION. SEE
START SURVEY / LIMITS
SEE NOTE 6
OF CONSTRUCTION.
END SURVEY / LIMITS
PM14-02
PM14-01
E 602128.66
N 585341.61
E 602139.31
N 585349.89
E 602213.62
N 585299.87
E 602178.56
N 585342.97
S C
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B
M A
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A P
P R
D A
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M A
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D E
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N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
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A N
E A
N D S
T O
R M D
A M
A
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N /A
N /A
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J A
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S O
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R A
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P L
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S O
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N N
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S
U E D
A T
E p w \C
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A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
C iv il \C -1
A m e n d
N /A
W
D S -1
-B -0
/2
/2
WORK LIMITS
WORK LIMITS
E 602386.17
N 585226.18
E 602433.28
N 585216.93
E 602445.28
N 585285.02
E 602307.66
N 585369.94
SEE SHEET S-901 FOR DETAIL
SHEET PILE COFFERDAM
EL.3.0 ±
EXISTING GRADE
SOIL
2" DIA.
(UNSLOTTED)
STAND PIPE
RISER OR
Port M onm outh R d
P e w s C re e k
K e a n s b u rg L e v e e
0 587 1
12" W
-5
-5
-5 -5
N
NOTES:
40'20'020'
BOTTOM EL. -7.0
CHANNEL
DIVERSION
TEMPORARY
GRAPHIC SCALE
J
A N
-P
T M
O N
C T -C I1
C .D .R
S .A .C
C .W .H
C
IV
IL
D
IV
E R
S
IO
N P
L A
N
D E
W A
T E
R
IN
G A
N D
C-102
EL. 9.0
TEMPORARY DIVERSION CHANNELA
C-102 NOT TO SCALE
PZ-3
PZ-1
PZ-2
PZ-5
NOT TO SCALE
2"
6"
1"
1'
TYPICAL PIEZOMETER DETAIL
A M
E N
D M
E N
T
WATER LEVELS DURING CONSTRUCTION.
THE APPROXIMATE LOCATIONS SHOWN TO MONITOR GROUND
13. CONTRACTOR SHALL INSTALL 5 TEMPORARY PIEZOMETERS AT
PLACE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES.
12. LEVEE SHORING ALONG KEANSBURG LEVEE IS TO REMAIN IN
EXISTING KEANSBURG LEVEE.
THE LEVEE. NO EXCAVATION WILL BE PERFORMED BELOW THE
11. EXCAVATION OF UNSUITABLE SOILS WILL BE REQUIRED UNDER
WIDTH OF 48 FT.
BOTTOM CHANNEL ELEVATION OF -5.0 FT. AND A MINIMUMUM
CONSTRUCTED, THE CONTRACTOR SHALL MAINTAIN A MINIMUM
TO THE DESIGN CHANNEL BOTTOM ELEVATION OF -7.0 FT. ONCE
10. THE TEMPORARY DIVERSION CHANNEL SHALL BE CONSTRUCTED
THE DIVERSION CHANNEL IS COMPLETE.
9. DO NOT BLOCK FLOW OF PEWS CREEK UNTIL CONSTRUCTION OF
IN HEIGHT OR BE STEEPER THAN 1V : 5H SIDE SLOPES.
OFFSITE. HEIGHT OF STOCKPILED SOILS SHALL NOT EXCEED 5 FT.
THE DESIGNATED STOCKPILE AREA OR APPROPIATELY DISPOSED
8. EXCAVATED UNSUITABLE MATERIAL TO BE STOCKPILED WITHIN
STOCKPILING.
AND BE IN ACCORDANCE WITH NEW JERSEY STANDARDS FOR
LIMITS. MATERIAL MUST BE CONTAINED WITHIN WORK LIMITS
TION MAY BE PLACED IN THE STOCKPILE AREA WITHIN THE WORK
7. EXCAVATED MATERIAL FROM DIVERSION CHANNEL CONSTRUC-
WITH THE NEW JERSEY STANDARDS.
CONTRACTOR TO PROVIDE DETAILED PLANS IN ACCORDANCE
TURBIDITY BARRIER LOCATIONS AND LAYOUTS ARE CONCEPTUAL.
AND MARSH AREAS WITHIN THE WORK LIMITS. SILT FENCE AND
FLOATING TURBIDITY BARRIERS TO BE PROVIDED IN CREEK
MONMOUTH ROAD AND KEANSBURG LEVEE EMBANKMENTS.
6. SILT FENCE TO BE PROVIDED WITHIN WORK LIMITS ALONG PORT
TO THE GOVERNMENT.
SUB-BASE TO BE REPAIRED IN KIND AT NO ADDITIONAL COST
5. ANY DAMAGE TO THE EXISTING ASPHALT ROADWAY AND/OR
EXISTING LEVEE OR ROADWAY SIDE SLOPES.
4. COFFERDAM SYSTEM INSTALLATION SHALL NOT DEGRADE THE
PILE WALL.
3. COORDINATES SHOWN ARE TO THE CENTERLINE OF THE SHEET
AND LEVEE SHORING.
2. REFER TO SHEET S-901 FOR TEMPORARY COFFERDAM DESIGN
ACCORDANCE WITH SPECIFICATION SECTION 35 41 00.
CONTRACTOR IS TO SUBMIT A DEWATERING PLAN IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS. THE
THE ADEQUACY AND LAYOUT OF THE COFFERDAM SYSTEM IN
OTHER FEATURES. THE CONTRACTOR IS RESPONSIBLE FOR
INCLUDE DETAILS REGARDING EROSION PROTECTION AND
AND FOR GENERAL INFORMATION ONLY. LAYOUT DOES NOT
1. THE TEMPORARY COFFERDAM LAYOUT SHOWN IS CONCEPTUAL
A M
E N
D M
E N
T
/2
/1
48' (MIN.)
-5
-5
3.2
PZ-4
.2
.5
AREA
STOCKPILE
E 602267.18
N 585141.11 E 602383.22
N 585120.70
E 602321.00
N 585444.00
E
(PZC-26)
TIP EL. -45.0
TOP OF WALL EL. 4.0
CHANNEL SHEET PILE
TEMPORARY DIVERSION
E 602426.93
N 585384.60
E 602431.97
N 585327.22
TOP EL. 9.0
COFFERDAM
TEMPORARY SHEETPILE
E 602279.38
N 585175.75
SEE NOTE 12.
PIEZOMETER,
TEMPORARY
E 602398.13
N 585294.03
E 602420.89
N 585381.51
E 602406.33
N 585181.82
E 602145.24
N 585211.67
ELEV. 9.0
COFFERDAM AT
TIE IN TEMPORARY
TOP EL. 3.0
CHANNEL SHEETPILE .
TEMPORARY DIVERSION
E 602381.57
N 585134.28
SAFETY BARRIER
TEMPORARY FLOATING
SAFETY BARRIER
TEMPORARY FLOATING
E 602164.00
N 585386.32
E 602161.43
N 585208.84
SCREEN
WELL
SAND
FILLER
SEAL
BENTONITE
WELL CAP
SURFACE
SOIL
R=57.6'
R=59.7'
R=53.4'
R=52.2'
A
C-102
BOTTOM EL. -7.0
DIVERSION CHANNEL
TEMPORARY
E 602144.48
N 585390.33
ELEV. 9.0
COFFERDAM AT
TIE IN TEMPORARY
(NO EXCAVATION BEYOND THIS POINT)
LEVEE SHORING, TOP EL. 5.0 MIN.
S C
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N
D
2 3
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4 5
A
B
M A
R K
A P
P R
D A
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M A
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D E
S C
R
IP
T
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N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
C iv il \C -1
A m e n d
N /A
W
D S -1
-B -0
/2
/2
Port M onm outh R d
0 587 1
" W
12" W
-5
-5
-5
-5
-5
N
J
A N
C
IV
IL
C-104
G R
A D
IN
G D
R A
IN
A G
E P
L A
N
W E
S T L
E V
E E P
U M
P S
T A
T
IO
N
40'20'020'
NOTES:
C .W .H
C .D .R
S .A .C
LEGEND:
RIPRAP
-P
T M
O N
C T -C I1
GRAPHIC SCALE
TOE, OR ADJACENT TO STRUCTURES.
PONDING OF WATER AGAINST WINGWALLS, AT LEVEE
6. FINAL GRADING SHALL BE CONDUCTED TO ENSURE NO
AREA IS 12.0 FT. NAVD 88.
5. THE FEMA BASE FLOOD ELEVATION FOR THIS PROJECT
ON SHEET C-301.
STONE, AND RIP RAP PLACEMENT. SEE SECTION DETAIL
FILL ONLY; DOES NOT INCLUDE GEOTEXTILE, BEDDING
SLOPES REPRESENT FINAL GRADE OF EMBANKMENT
4. GRADING CONTOURS SHOWN ON EMBANKMENT
DETAIL.
CATION SECTION 35 31 19. SEE SHEET C-301 FOR
OF COFFERDAM IN ACCORDANCE WITH SPECIFI-
3. RIPRAP TO BE PLACED IN THE DRY WITHIN LIMITS
SHEET C-301.
2. FOR RIPRAP DETAIL WITHIN PEWS CREEK, SEE
1. SEE SHEET C-100 FOR SURVEY NOTES.
A M
E N
D M
E N
T
/2
/1
-8
3.2
.5
EL. 13.8
LANDSIDE
EL. 13.5
EL. 14.0
EL. 13.8
S
S
S .8
S .8
S=1%
EL. 13.2
EL. 13.7
EL. 13.2
5 -7
SEE NOTE 3
RIPRAP
SEE NOTE 3
RIPRAP
(TYP.)
WORK LIMITS
.3
E
EL. 14.8
F.F.E. 18.5
C-301
C
EL. 14.8
EL. 14.8
EL. 14.4
EL. 14.4
EL. 14.8
EL. 14.4
EL. 14.4
EL. 14.0
-9
EL. 15.0
EL. 15.0
EL. 14.8
EL. 15.0
EL. 14.2
EL. 15.0
RIPRAP
LIMITS OF
RIPRAP
LIMITS OF
EL. 15.0
EL. 13.5
EL. 13.5
EL. 13.5
EL. 14.8
OCEAN SIDE
EL. 14.8
10'
FREE ZONE
15' VEGETATION
FREE ZONE
15' VEGETATION
RIPRAP
LIMITS OF
RIPRAP
LIMITS OF
(TIDE GATE NOT SHOWN FOR CLARITY)
53' (TIDE GATE FOUNDATION)
NOT SHOWN FOR CLARITY)
(SHEET PILE COFFERDAM
30'
NOT SHOWN FOR CLARITY)
(SHEET PILE COFFERDAM
30'
EL. 3.0 ±
GRADE
EXISTING
OF LEVEE
CENTERLINE
GRADE
EXISTING
LEVEE
KEANSBURG
EXISTING
SEE SHEET C-104 FOR GRADES
LEVEE PLATFORM FINAL GRADE,
EL. 15.0
SEE SHEET S-300
PUMP STATION EL. 18.0,
S-209 FOR DETAILS.
SEE SHEETS S-100 THRU
TIDE GATE STRUCTURE,
EL. 15.0
BRIDGE
SERVICE
EXCAVATION)
(LIMITS OF
TOP EL. 9.0
COFFERDAM
SHEETPILE
TEMPORARY
EL. -14.0
STRUCTURE BASE
(LIMITS OF EXCAVATION)
LEVEE SHORING SHEETPILE, TOP EL. 5.0 MIN.
BINDING AGENT
GRAVEL, WITH NO
UNIFORMLY GRADED
8" (NON-COMPACTED)
BINDING AGENT
GRAVEL, WITH NO
UNIFORMLY GRADED
8" (NON-COMPACTED)
AGENT
48 FT.) WITH NO BINDING
AGGREGATE. VARIES 14 TO
COURSE(DENSE GRADED
8" (COMPACTED) BASE
PROTECTION
4' STONE
STONE
9" BEDDING
GEOTEXTILE
2.5
2.5
GENERAL NOTES:
C-103
B
LANDSIDE OCEANSIDE
EL. 9.0
C-105
D
C-104
C
2.5
2.5
EL. 4.0
EL. 13.0
"A"
20'10'010'
EL. -7.0
EL. -9.0
SCALE: A
SCALE: A
SCALE: A
SEE NOTE 1
CHANNEL RIPRAP DETAIL
FREE ZONE
15' VEGETATION
FREE ZONE
15' VEGETATION
LEVEE SECTION
GRAPHIC SCALE
N
O V
-P
T M
O N
C T -C
S
C .D .R
S .A .C
C .W .H
C
IV
IL
S E
C T
IO
N S A
N D D
E T
A
IL
S
C-301
EAST WING WALL FLOODWALL
C-103 SCALE: A
B-1
PROFILE
15'5' 15'
MATERIAL
2' MIN. OF EXCAVATED
A M
E N
D M
E N
T
A M
E N
D M
E N
T
/2
/1
TOES TO BE PLACED DURING LOW TIDE.
AND BEDDING STONE ON THE LEVEE SIDE SLOPES AND
BE PLACED TO LIMITS SHOWN ON C-105. GEOTEXTILE
BACKFILLED AND REMOVED, REMAINING RIPRAP SHALL
COFFERDAM SYSTEM. ONCE COFFERDAM SYSTEM IS
3. RIPRAP TO BE INSTALLED IN THE DRY WITHIN THE
MINIMUM SPACING REQUIREMENTS BY MANFACTURER.
OF 5' ALONG THE ENTIRE SLOPE FACE OR USING
12" LONG STEEL PINS SPACED AT MAXIMUM SPACING
DOWN ALONG THE SIDE SLOPES OF THE LEVEE USING
2. THE GEOTEXTILE SHALL BE ANCHORED OR PINNED
CONTROL.
VEGETATION, EXCEPT GRASS SPECIES FOR EROSION
1. VEGETATION FREE ZONES SHALL BE CLEAR OF ALL
VARIES APPROXIMATELY 48' TO 55'
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
C iv il \C -3
A m e n d
N /A
W
D S -1
-B -0
/2
/2
(TO BE REMOVED)
CHANNEL SHEET PILE.
TEMPORARY DIVERSION
COFFERDAM
SHEET PILE
COFFERDAM
SHEET PILE
(TYP.)
FILL
GRADE EL. VARIES
MATCH EXISTING
FENCE
EL. VARIES
GRADE
EXISTING
MATCH
EL. VARIES
GRADE
EXISTING
MATCH
AWAY FROM TOE
SLOPE TO DRAIN
FENCE
STONE
6" BEDDING
EL. -9.0EL. -9.0 EL. -9.0 EL. -9.0
TO EL. -10.0 WITHIN SHEETPILE COFFERDAM
EXCAVATION FROM EXISTING GRADE
EL. 9.0
(TO BE BACKFILLED)
DIVERSION CHANNEL
TEMPORARY
VARIES 79' ± TO 84' ± VARIES 92' ± TO 97' ±
93' ±
GRADE TO EL. -10.0
EXCAVATION FROM EXISTING
STRUCTURE BASE
TO EL. -14.3 UNDER
4" MUD MAT EXCAVATE
GEOTEXTILE
STONE
9" BEDDING
GEOTEXTILE
STONE
9" BEDDING
PROTECTION
1.5' STONE
DRAIN
SLOPE TODETAIL
SHEET S-400 FOR
WING WALL, SEE
GRADE EL. VARIES
MATCH EXISTING
AWAY FROM TOE
SLOPE TO DRAIN
PROTECTION
1.5' STONE
PROTECTION
1.5' STONE
PROTECTION
4' STONE
PROTECTION
4' STONE
(SEE NOTE 3)
GEOTEXTILE
(SEE NOTE 3)
GEOTEXTILE
FROM EL. -10.0 T0 EL. -14.0
TRANSITION EXCAVATION DEPTH
(TYP.)
FILL
FILL
MATERIAL OR
EXCAVATED
STONE
6" BEDDING
5'
4" - 5"
REQUIREMENTS
MANUFACTURERS
SET SCREWS PER
FLUSH WITH NUT
CUT BOLT EXTENSIONS
WHERE REQUIRED
4" KICK PLATE
STEEL TUBE POST
" DIA SCH 402
ANCHOR PLATE
"16
3FLANGE WITH
HEAVY DUTY 4-HOLE
ANCHOR
HEAVY DUTY EPOXY
"x5", SST TYPE 3168
TUBE POST
" DIA SCH 402
FLANGE
HEAVY DUTY
BOLT (TYP)
EPOXY ANCHOR
"x5" SST2 14 -
M
A R
P
T M
O N
C T -S
.d g n
G .J .L
T .L
B .J .S
S T
R U
C T
U R
A L
S H
E E
T
H A
N D
R A
IL
D
E T
A
IL
S
S-001
/2
/2
A
M E
N D
M E
N T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -0
N /A
W
D S -1
-B -0
/2
/2
1'-6"
CONCRETE STRUCTURE
M A
X
TOP SURFACE OF RAIL
SEE PLAN FOR SPACING, MAX 6'-0"
LC
LC
LC LC LC LC
R3
REMOVEABLE SECTION, MAX 6'-0"
FACIA FLANGE DETAIL (PLAN)
SCALE: N.T.S.
FLANGE DETAIL (PLAN)
SCALE: N.T.S.
SCALE: N.T.S.
FLANGE DETAIL (ELEVATION)
OBJECT
FACE OF WALL OR FIXED
4" MAX. CLEARANCE TO
TUBING (TYP)
" DIA SCH 40 2
MAX 6'-0"
SEE PLAN FOR SPACING,
WHERE REQUIRED
4" KICK PLATE,
BEND
PIPE 90°
STANDARD
MAX
4"
JOINTS
EXPANSION
4" KICK PLATE,
WHERE REQUIRED
IF REQUIRED
U-BOLT (TYP),
SPECIFICATION
WITH MANUFACTURER'S
PLATE IN ACCORDANCE
WELD POST TO ANCHOR
ANCHOR PLATE
STEEL TUBE POST
11#2" DIA SCH 40
FLANGE
SCREWS TO ATTACH
USE TAMPER PROOF
HD FLANGE
S-001
S-001
S-001
S-001
S-001
S-001
NOTES:
AND WASHER
ANCHOR WITH NUT
HEAVY DUTY EPOXY
"x5" SST TYPE 3168
TYPICAL HANDRAIL ELEVATION
SCALE: N.T.S.
A
S-001
C POSTL
FOR GROUNDING DETAILS.
3. GROUNDING SHALL BE PROVIDED, SEE DRAWING E-802
SHALL NOT EXCEED 4".
G. GAPS BETWEEN HANDRAILS AND FIXED OBJECTS
APPROVED SELF-CLOSING SWING GATE.
F. ALL ACCESS OPENINGS IN HANDRAILS SHALL HAVE AN
E. RESILIENT SEAT PADS SHALL BE 1/8" THICK.
PLATE AND TOP OF FLOOR SURFACE.
D. ALLOW 1/2" INCH SPACE BETWEEN BOTTOM OF KICK
EACH POST WITH CLAMPS AND BOLTS.
C. INSTALL TOEBOARDS (KICK PLATES) AND ANCHOR TO
INDICATED.
NOT GREATER THAN 5'-0", EXCEPT WHERE OTHERWISE
B. INSTALL HANDRAIL TO WALLS WITH BRACKETS SPACED
WHERE OTHERWISE INDICATED.
A. SPACE POSTS A MAXIMUM OF 6'-0" ON CENTER EXCEPT
2. INSTALLATION:
EQUIPMENT BELOW THE PLATFORM.
THERE IS A POTENTIAL HAZARD TO PERSONNEL OR
ACCORDANCE WITH OSHA 1910.23 (c)(1), WHERE
3. TOEBOARDS (KICK PLATES) SHALL BE PROVIDED, IN
2. U-BOLT SHALL BE OF INDICATED SIZE AND DIMENSION.
PROVIDE SLOTTED HOLES FOR EXPANSION.
1/4" X 4" WIDE GALV. STEEL PLATE. SPLICE AT POSTS,
1. TOEBOARD (KICK PLATE), IF REQUIRED, SHALL BE
B. TOEBOARD:
CONNECTIONS.
3. BUTT-WELD END-TO-END JOINTS, OR USE WELDING
EXCESSIVE AMOUNTS OF WELDED MATERIALS.
APPEARANCE, TAKING CARE TO NOT REMOVE
WELD JOINTS, AND GRIND SMOOTH TO A PLEASING
2. COPE ALL INTERSECTIONS OF RAILS AND POSTS,
1-1/2" DIAMETER SCHEDULE 40 SEAMLESS TUBING.
1. GALVANIZED STEEL RAILS AND POSTS SHALL BE
A. HANDRAIL AND GUARDS:
1. COMPONENTS:
14'-0"
SERVICE BRIDGE EL 15.0
DECK DRAIN (TYP)
EL 15.0
TRASH RAKE (TYP)
EL -9.0
E L
.5
EL 4.0
EL 15.0
EL 4.0
HOIST
HOIST
ACCESS HATCH
SERVICE HATCH
EL -9.0
10'-0"33'-10"9'-2"
STAIRS
LADDER
EL 4.0
EL 15.0
EL 15.0
E L
.0
4'-0"R
18'-2" 34'-10"
53'-0"
EL 4.0
21'-0"
12'-0"
DWG C-301
SEE CIVIL
RIPRAP,
DWG C-301
SEE CIVIL
RIPRAP,
EL -9.0
EL -9.0
EL 13.0
STOP LOGS
CJ
CJCJ
CJ
STILLING WELL
STILLING WELL
10'- 6"
WINGWALL
WINGWALL
WINGWALL
GAUGE
STAFF
FLOOR EL 18.0
OPERATING
ELECTRIC PUMP (TYP)
40 CFS SUBMERSIBLE
(TYP)
HOLE
DRAIN
EL 15.0
120 CFS PUMPING STATION
(TYP)
REMOVABLE BOLLARDS
(TYP)
FIXED BOLLARDS
CHANNEL WALL
GAUGE
STAFF
WALL
CUT-OFF
SHEET PILE
WALL
CUT-OFF
SHEET PILE
R
"(SEE SHEET S-405)
FLOATING BARRIER
(SEE SHEET S-405)
FLOATING BARRIER
(TYP)
ACTUATOR
SLUICE GATE
WELL
STILLING
BAY
WELL
STILLING
LOW WATER
(TYP)
HATCH
ACCESS
CONCRETE SLAB ON GRADE
CNJ
CNJ
CNJ
CNJ
CNJ
O
C T
B .J .S
G .J .L
G E
N E
R A
L P
L A
N
GRAPHIC SCALE
"A" 20'16'12'8'4'024"48"
SCALE: A
PLAN
C L S
E R
V
IC
E B
R
ID
G E
C O
N T
R O
L B
U
IL
D
IN
G
F F E
L
.5
E L .0
CL
PEWS CREEK
O P
E R
A T
IN
G P
L A
T F
O R
M
SLO
PE
FLOW
TIDAL
N
S-100
'-0
F A C E O
F S
S P R
P
T M
O N
C T -S
.D
G N
C
S-102
C
S-102
A
S-101
A
S-101
B
S-101
B
S-101
D
S-103 E
S-103
LAND SIDE
OCEAN SIDE
T .L
S T
R U
C T
U R
A L
WINGWALL EXTENSION
SEE DWG S-403 FOR
ANCHOR WALLS
SEE S-401 FOR
ANCHOR WALLS
SEE S-401 FOR
1 1
KEY NOTES:
/2
/2
REINFORCEMENT.
6x6, W4.0/W4.0 WELDED WIRE FABRIC
2 PROVIDE 6 INCH THICK CONCRETE PAVEMENT WITH
EQUALLY SPACED ON CONCRETE TOPPING.
REINFORCEMENT. PROVIDE 4 CONTRACTION JOINTS
HAVE 6x6, W4.0/W4.0 WELDED WIRE FABRIC
INCHES OF CONCRETE. CONCRETE TOPPING SHALL
1 FILL WITH FLOWABLE FILL TO EL 14.5 AND TOP WITH 6
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -1
N /A
W
D S -1
-B -0
/2
/2
RIPRAP
40CFS ELECTRIC PUMP
ACTUATOR
SLUICE GATE
W/ WALL THIMBLE
60"x60" SLUICE GATE
STOP LOG SLOT
STOP LOGS
ALUMINUM
TRASH RAKE W/ RACK
FLAP GATE
GATE SLOT
REMOVABLE RAILING
GATE HOIST
CONTROL BUILDING FF EL 18.5
MAINTENANCE PLATFORM EL 15.0
REMOVABLE RAILING
REMOVABLE RAILING
REMOVABLE RAILING
TRASH RAKE W/ RACK
CONCRETE CAP
93'-0"
EL -9.0
FOUNDATION
GATE SILL
(CURVED)
WING WALL
SHEET PILE
PLATFORM EL 15.0
MAINTENANCE
TIDE GATE
VERTICAL LADDER
STAIRS
PIER
SERVICE HATCH
CONTROL BUILDING FF EL 18.5
FOUNDATION
DECK DRAIN
14'-0"
2'-6"
19'-6"
1'-6" 4'-6"
12'-0"
2'-0" 3'-0" 4'-0"
93'-0"
BOLLARD
53'-0"
FG OF LEVEE BEYOND
OPERATING FLOOR EL 18.0
10'-0"
SPLITTER WALL
SPLITTER WALL
12'-0"
STEEL PILES NOT SHOWN
STEEL PILES NOT SHOWN
EL. -14.0
DWG C-301
STONE, SEE CIVIL
RIPRAP & BEDDING
DWG C-301
STONE, SEE CIVIL
RIPRAP & BEDDING
2'-0"
1'-6"
CUT-OFF WALL
SHEET PILE
CUT-OFF WALL
SHEET PILE
PUMP SUPPORT BEAM (SEE NOTE 1)
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -1
N /A
W
D S -1
-B -0
/2
/2
O
C T
B .J .S
G .J .L
S-101
S T
R U
C T
U R
A L
EL 15.0
EL -6.0
C L B
R
ID
G E
S E
R V
IC
E
EL -9.0
EL -14.0
FOREBAY
PUMP BAY
22'-6"
2.5
C L S
E R
V
IC
E B
R
ID
G
E OPERATING PLATFORM EL 46.5
EL -8.5
WEIR CREST FLOW
TIDAL
PEWS CREEK
INTAKE CHANNEL
EL 15.0
SECTION
SCALE: AS-100
B
G E
N E
R A
L P
R O
F
IL
E G
A T
E
A N
D P
U M
P
IN
G S
T A
T
IO
N
EL 6.5
SECTION
SCALE: AS-100
A
GRAPHIC SCALE
"A" 20'16'12'8'4'024"48"
OCEAN SIDE
LAND SIDE
P
T M
O N
C T -S
.D
G N
T .L
EL 15.0
CJ EL 1.0
CJ EL 1.0
EL 4.0
EL 15.0
OPERATING FLOOR EL 18.0
EL 4.0
FG EL 3.0
PROTECTION EL 13.0
BREAST WALL EL 10.0
EL -11.5
EL -11.5
EL -11.5 (TYP)
CJ EL -10.0
BAY
DISCHARGE
BAY
DISCHARGE
NOTES:
MANUFACTURER.
1. THE PUMP SUPPORT BEAM SHALL BE DESIGNED BY PUMP
NOTE: HANDRAIL NOT SHOWN FOR CLARITY
/2
/2
A
M E
N D
M E
N T
OUTLINE OF FOUNDATION
S
P A
S
P A
MONOLITH
PUMP DISCHARGE
MONOLITH
TRAINING WALL
MONOLITH
PUMP STATION
(T Y
P
E M
B E
D M
E N
T
4'-6"5 SPA @ 7'-0" = 35'-0"4'-0"
3'-6"4 SPA @ 6'-6" = 26'-0"4'-0"
3'-0"5'-0"2'-0"
S
P A
6'-0"2'-0" 3'-0"
WP13
WP14
7'-0"14'-0"7'-0" 7'-0"14'-0"7'-0"
CJ
CJ
CJ
CJ
CJ
SECTION
SEE SPECIFICATION
" STEEL PILE8
518" X
MONOLITH
FLOOD GATE
FOUNDATION
OUTLINE OF
PS27.5
(T Y
P
E M
B E
D M
E N
T
APPROX L = 56'-7"
CUT-OFF WALL
SHEET PILE
APPROX L = 57'-7"
CUT-OFF WALL
SHEET PILE
PILE CUT-OFF WALL
CONTINUES THROUGH SHEET
PROVIDE REINFORCEMENT
FOUNDATION
PILE TO BOTTOM OF CONCRETE
CONCRETE FILL FROM TOP OF STEEL
(SEE SPECS)
BOTTOM OF CONCRETE FOUNDATION
OF APPROXIMATELY 20'-0" BELOW THE
LOW STRENGTH MATERIAL TO A DEPTH
FILL VOID IN PIPE PILE WITH CONCRETE
N
S T
R U
C T
U R
A L
O
C T
B .J .S
G .J .L
F O
U N
D A
T
IO
N P
IL
E P
L A
N
S-105
NOTES:
LEGEND:
TEST PILE
T .L
P
T M
O N
C T -S
.D
G N
DETAIL
SCALE: A
S-105
SCALE: A
PLAN
GRAPHIC SCALE
"A" 20'16'12'8'4'024"48"
P Q R S T U
N O
A
B C D E
F G H I J K L M
SEE NOTE 3
APPROX EL -90
CL
OVERALL PLAN FOR CLARITY
DETAIL SEPERATED FROM
OVERALL PLAN FOR CLARITY
DETAIL SEPERATED FROM
OCEANSIDE
LANDSIDE
FOUNDATION
BOTTOM OF CONCRETE
DETAIL
SCALE: A
S-105
EL -24.0
TIP
FOUNDATION
BOTTOM OF CONCRETE
EL -12.5
STANDARD STEEL PIPE PILE
COUNT AFTER LOAD TEST.
3. TIP ELEVATION APPROXIMATE. PILE TO BE DRIVEN TO BLOW
AND DWG NO. S-300.
2. WORK THIS DRAWING WITH DWG NO. S-104, DWG NO. S-200
DWG N0. C-103
1. FOR WORKING POINTS (WP13 & WP14) COORDINATES SEE
/2
/2
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -1
N /A
W
D S -1
-B -0
/2
/2
SST WOOD SCREWS (TYP)
TYPE "E" GAGE STRIP
WHOLE FOOT MARK
NUMERALS AT EACH
PLATES CONSECUTIVE
ENAMEL NUMBER
3"x4" PORCELAIN
SST WOOD SCREWS (TYP)
MAINTENANCE PLATFORM
5"
D
IA
A
D H
E S
IV
E A
N C
H O
R S W
W A
S H
E R A
N D N
U T
O C
S S
FACE OF COLUMN
SLOT
GATE
"2
LUMBER 2x12 x 23'-10"
STRUCTURAL PLASTIC
WHITE BACK GROUND
SIGN W/ BLACK 3" LETTERS ON
FINISH, UV/UB RESISTANT
ALUMINUM PANEL, ENAMEL
26.6
BEVEL RAIL
1"
WEIR CREST
WEIR CREST
1"
4"R
"2 1"
3"
MIN BEND RADIUS
" x 4" @ 12" OC
HEADED ANCHOR
SST TYPE 316
1" x 23'-7
3P
@ 3'-0" OC (TYP)
" x 6" SLOT
LUMBER 2x12
STRUCTURAL PLASTIC
WHOLE FOOT MARK
NUMERALS AT EACH
PLATES CONSECUTIVE
ENAMEL NUMBER
3"x4" PORCELAIN
TYPE "E" GAGE STRIP
SST WOOD SCREWS (TYP)
SST WOOD SCREWS (TYP)
4"
P
L A
T E W
A S
H E
R
O C
M O
U N
T
IN
G B
O L T S W "x
"x
4"
WALL
SPL 2x12
GAGE STRIP
PLATE WASHER
" SST4
1NUT AND 3"x3"X
EPOXY ANCHOR W/ SST
" DIA X 7" SST TYPE 3168
3"
3"
"2
"2 x 24'-0"
1L 3x3x x 24'-0"
1 L 3x3x
" x 24'-0"
5 5"x
X
O C
B
A R
S
X
IA
H
O L E
S
O C
P
A
IR
"8 31"8
3" 3"
ALT. CENTERS
1" DIA WEEP HOLE @ 6"
"-16 THREAD4
" x 3" @ 24" OC8 3BAR 2" x x 24'-0" (TYP)2 1L 3x3x
" x 24'-0"8 5 5"x
"-16 HEX NUT (TYP)4
HOOKED BOLT (TYP)
" DIA, 12" x 3" 4
GRAPHIC SCALES
"A" 12" 6" 0 1' 2' 3' 4' 5'
SCALE: B
"B" 03''6''9''12'' 1'
SCALE: B
MKS-212-4
SCALE: C
"C" 12''6''3''0
SCALE: A
STAFF GAGE MKS-212-6
GATE RAIL MKS-212-2 GATE RAIL MKS-212-3
SCALE: A
GATE SILL MKS-212-7
J
A N
S T
R U
C T
U R
A L
M E
T A
L F
A B
R
IC
A T
IO
N S
T .L
G .J .L
B .J .S
-P
T M
O N
C T -5
X X
X
S-212
CG
SECTION
SCALE: BS-212
CG
SECTION
SCALE: CS-212
CH
S-212
NOTES:
APPROVAL PRIOR TO GROUTING OPERATIONS.
FILLING OF BLOCKOUT AND VOIDS TO BE PROVIDED FOR
SEAL PLATE GROUTING SEQUENCE TO ENSURE COMPLTE
SCALE: A
GATE GAGE MKS-212-7
CH
S-212
NIC
NIC
/2
/2
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -2
N /A
W
D S -1
-B -0
/2
/2
GATE
TYP
"8 3R
L
LEUPOLD & STEVENS INC
BEAVERTON, OR
LEUPOLD & STEVENS INC
BEAVERTON, OR
LEUPOLD & STEVENS INC
BEAVERTON, OR
LEUPOLD & STEVENS INC
BEAVERTON, OR
LEUPOLD & STEVENS INC
BEAVERTON, OR
PL
GATE SILLCL
PL
TYP
TYP
L
A D
D E
R R
U N
G S
O C
3'-0"8'-6"13'-3"2'-6"
25'-11"
L
A D
D E
R R
U N
G S
O C
93'-0"
8'-11"
18'-3"
9'-0"
4'-0"
27'-0"24'-0"23'-0"
3'-1"14'-6"
CJ
CJ CJ
CJCJ
CJ CLJ
77'-6"
11'-6"28'-0"
1'-6"
2'-0"
1'-6"
1'-6"
CJ
2'-0"
1'-6"
4'-0"
":12"4
SLOPE
"4 39'-9
10" DIA BLOCKOUT
L
A D
D E
R R
U N
G S
O C
4'-0"
KEY NOTES:
EL -9.0
EL -14.0
EL -6.0
R U
C T
U R
A L
O
C T
G .J .L
B .J .S
P U
M P
IN
G S
T A
T
IO
N S
E C
T
IO
N
S-303 "A"
24"12" 0 2' 4' 6' 8' 10'
NOTE: FOUNDATION PILES NOT SHOWN FOR CLARITY
T .L
P
T M
O N
C T -S
.D
G N
EL 18.0
EL 15.0
EL -14.0
SECTION
SCALE: AS-302
V
OCEAN SIDELAND SIDE
LC
B O
L L
A R
LC
B O
L L
A R
D
EL 15.0
CJ EL 1.0
OPTIONAL CJ
CJ EL -10.0
GRAPHIC SCALE
EL -11.5 (TYP)
4 9" PVC RIBBED WATERSTOPS
MANUFACTURER
3 THRASH RACK EMBEDMENTS, COORDINATE WITH
COORDINATE DIMENSIONS WITH MANUFACTURER
2 STOP LOG SILL BLOCKOUT AND SILL PLATE,
1 NOT USED
EL 12.0
(TYP) 1
S-310
(TYP)1
S-310
BV
S-309
BU
S-309
EL -1.0
EL -4.5
(TYP)1
S-709
/2
/2
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -3
N /A
W
D S -1
-B -0
/2
/2
ABUTMENT (REF)
PUMP STATION
EL 4.0
EL 15.0
CONCRETE CAP
ABUTMENT (REF)
PUMP STATION
EL 4.0
BAR (TYP)
#11 THREAD
'-0
° (1-W
24X + 2
-PZC-2
6) = 7 S
ECTIO
NS
(1-W24X104 + 2-PZC-26) = 7 SECTIONS 1-W24X104
1-W 24X
11 P
ZC-2
11 PZC-26
CLJ
2 C8X11.5
CLJ CAP
CONCRETE
28'-0"
SLIP CONNECTION
EMBEDDED PLATE FOR
CLJ
CLJ
HANDRAIL
5 EQUAL SPACES @ 5'-9"= 28'-9"
HANDRAIL
STILLING WELL NOT SHOWN
N
KEY PLAN
SCALE: N.T.S.
N
"A" 20'16'12'8'4'024"48"
EL 15.0
EL -14.0
S T
R U
C T
U R
A L
S-400
W
IN
G W
A L
L S
S H
E E
T
J
A N
T .L
B .J .S
G .J .L
1 on 2.5
EL 4.0
ELEVATION
SCALE: A
TIP EL -37.0
DETAIL
SCALE: A
S-400
BA
S-400
BA
S-400
S-400
P
T M
O N
C T -S
.D
G N
EL 4.0
GRAPHIC SCALE
EL -3.0
NOTES:
5. FOR STILLING WELL DETAILS SEE DWG NO. S-003.
4. SEE DWG NO. S-001 FOR HANDRAIL DETAILS.
PILING MANUFACTURER’S RECOMMENDATIONS FOR FABRICATED SECTIONS.
BE RIVETED OR BOLTED. FABRICATED SECTIONS SHALL CONFORM TO THE
3. FABRICATED CORNER SECTIONS AND NON-STANDARD CONNECTIONS MAY
2. CONTRACTOR SHALL MAINTAIN OVERALL CENTERLINES AND ALIGNMENT.
e. WIDE FLANGE DEPTH SHALL NOT EXCEED 24 INCHES
3100 INCHES^4
d. MINIMUM MOMENT OF INERTIA FOR WIDE FLANGE KING PILE:
258 INCHES^3
c. MINIMUM SECTION MODULUS FOR WIDE FLANGE KING PILE:
419 INCHES^4/FT
b. MINIMUM MOMENT OF INERTIA FOR SHEET PILE:
48.4 INCHES^3/FT
a. MINIMUM SECTION MODULUS FOR SHEET PILE:
AND W-SECTIONS THAT MEET THE FOLLOWING MINIMUM REQUIREMENTS:
1. THE CONTRACTOR MAY SUBSTITUTE OTHER HOT-ROLLED SHEET PILE
/2
/2
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -4
N /A
W
D S -1
-B -0
/2
/2
PUMP STATION
EL 7.0
EL 15.0
ABUTMENT (REF)
PUMP STATION
CONCRETE CAP
ABUTMENT (REF)
TIDE GATEEL 11.33
CONCRETE CAP
EL 4.0
ABUTMENT (REF)
TIDE GATE
CONCRETE CAP
CAP
CONCRETE
ROD (TYP)
#11 TREAD BAR
'-0
1- W 24X
(1-W 24X
+ 2
-PZC-2
6) 1
2 SECTIO
NS
° F
A C
E O
F S
S P
R
1- W24X1041 PZC-26
11 PZC-26
1 PZC-2
(1-W24X104 + 2-PZC-26) 12 SECTIONS
2 - C8X11.5
CLJ
CLJ
CONNECTION
FOR SLIP
PLATE
EMBEDDED
CONNECTION
FOR SLIP
PLATE
EMBEDDED
'-0
SECTIO
NS
(1- W24
X1
2-P
ZC-
- W
X1
AND
3 SECTIONS AT R 75'
(1-W24X104 + 2-PZC-26)
1- W24X104 AND
11 PZC-26 AT R 75'
6'-0" = 18
'-0"3 EQ S
PACES @
HANDRAIL
HANDRAIL
76'-8"R
N
KEY PLAN
SCALE: N.T.S.
N
"A" 20'16'12'8'4'024"48"
EL -14.0
N
EL -14.0
S T
R U
C T
U R
A L
S-401
W
IN
G W
A L
L S
S H
E E
T
J
A N
T .L
B .J .S
G .J .L
EL 4.0 EL 4.0
TIP EL -37.0
ELEVATION
SCALE: A
ELEVATION
SCALE: A
EL 15.0
TIP EL -37.0
DETAIL
SCALE: A
S-401
DETAIL
SCALE: A
S-401
BC
S-401
BD
S-401
BC
S-401
BD
S-401
S-401
S-401
P
T M
O N
C T -S
,D
G N
EL 4.0
EL 15.0
GRAPHIC SCALE
EL -3.0
NOTES:
4. SEE DWG NO. S-001 FOR HANDRAIL DETAILS.
PILING MANUFACTURER’S RECOMMENDATIONS FOR FABRICATED SECTIONS.
BE RIVETED OR BOLTED. FABRICATED SECTIONS SHALL CONFORM TO THE
3. FABRICATED CORNER SECTIONS AND NON-STANDARD CONNECTIONS MAY
2. CONTRACTOR SHALL MAINTAIN OVERALL CENTERLINES AND ALIGNMENT.
e. WIDE FLANGE DEPTH SHALL NOT EXCEED 24 INCHES
3100 INCHES^4
d. MINIMUM MOMENT OF INERTIA FOR WIDE FLANGE KING PILE:
258 INCHES^3
c. MINIMUM SECTION MODULUS FOR WIDE FLANGE KING PILE:
419 INCHES^4/FT
b. MINIMUM MOMENT OF INERTIA FOR SHEET PILE:
48.4 INCHES^3/FT
a. MINIMUM SECTION MODULUS FOR SHEET PILE:
AND W-SECTIONS THAT MEET THE FOLLOWING MINIMUM REQUIREMENTS:
1. THE CONTRACTOR MAY SUBSTITUTE OTHER HOT-ROLLED SHEET PILE
A M
E N
D M
E N
T
/2
/2
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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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U S
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IN
E E
R D
IS
T R
IC
T
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -4
N /A
W
D S -1
-B -0
/2
/2
TIDE GATE
CONCRETE CAP
EL 15.0
EL 13.0
EL 13.0
CONCRETE CAP
CONCRETE CAP
CONNECTOR
CONNECTOR
CONNECTOR
AND NUTS (TYP)
" DIA BOLTS4
STUDS (TYP)
" X 6"4
6"
.3
PCZ-26
PCZ-26
PCZ-26
PCZ-26 235.5°
.7
PCZ-26
PCZ-26
124.5°
1-W24X104
-W
X
(1-W24X104 + 2-PZC 26) 12 SECTIONS
- P
Z C
.3
P
Z C
124.5°
4 - PZC 26
1-PZC 26
1-PZC 26
-P
Z C
CONTINUOUS
TYPE 316
" PLATE SST4
CLJ
CLJ
CLJ
PCZ-26
LAP 5'-0" EACH SIDE
FILTER FABRIC AT SLIP JOINT,
STUDS
STAGGER BETWEEN
AT 2'-0" VERT SPA
SLOTTED HOLES
1'-0" 3"
3" (TYP)
CONTINUOUS
TYPE 316
" PLATE SST4
"A" 20'16'12'8'4'024"48"
S T
R U
C T
U R
A L
S-403
F L
O O
D W
A L
L
J
A N
T .L
B .J .S
G .J .L
N
DETAIL
SCALE: B
S-403
S-403
CJ
S-404
CG
S-404
CH
S-404
CI
S-404
P L
A N
S-403
S-403
S-403
S-403
N
DETAIL
SCALE: B
S-403
DETAIL
SCALE: B
S-403
SCALE: A
PLAN
DETAIL
SCALE: B
S-403
KEY PLAN
SCALE: N.T.S.
P
T M
O N
C T -S
.d g n
GRAPHIC SCALE
CF
S-403
SECTION
SCALE: NTSS-403
CF
NOTES:
TOP OF ASSEMBLY TO BE COINCIDENT WITH TOP OF SHEET PILE.
BOLTS SHALL BE CENTERED IN SLOT ON PUMPING STATION WALL.
STUDS AND BOLTS SPACED 2' VERTICALLY ALTERNATING.
3" SLOTTED HOLES, SET BOLTS TO BEAR AGAINST SURFACE NEAREST CREEK.
FOR PUMP STATION INTAKE WALL PLATE IS BENT TO 90°.
NOTES:
PILING MANUFACTURER’S RECOMMENDATIONS FOR FABRICATED SECTIONS.
BE RIVETED OR BOLTED. FABRICATED SECTIONS SHALL CONFORM TO THE
3. FABRICATED CORNER SECTIONS AND NON-STANDARD CONNECTIONS MAY
2. CONTRACTOR SHALL MAINTAIN OVERALL CENTERLINES AND ALIGNMENT.
e. WIDE FLANGE DEPTH SHALL NOT EXCEED 24 INCHES
3100 INCHES^4
d. MINIMUM MOMENT OF INERTIA FOR WIDE FLANGE KING PILE:
258 INCHES^3
c. MINIMUM SECTION MODULUS FOR WIDE FLANGE KING PILE:
419 INCHES^4/FT
b. MINIMUM MOMENT OF INERTIA FOR SHEET PILE:
48.4 INCHES^3/FT
a. MINIMUM SECTION MODULUS FOR SHEET PILE:
AND W-SECTIONS THAT MEET THE FOLLOWING MINIMUM REQUIREMENTS:
1. THE CONTRACTOR MAY SUBSTITUTE OTHER HOT-ROLLED SHEET PILE
/2
/2
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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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K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -4
N /A
W
D S -1
-B -0
/2
/2
CONCRETE CAP CONCRETE CAP CONCRETE CAPCONCRETE CAP
CONNECTOR
1-PZC-26
1-PZC-26
1-W24X104(1-W24X104 + 2-PZC-26) 12 SECTIONS
CONNECTOR CONNECTOR
1-PZC-26
1-W24X104 6 - PZC-26
7- PZC-26
7 - PZC-26 6 - PZC-26
4 - PZC-26
ABUTMENT (REF)
TIDE GATE
"A" 20'16'12'8'4'024"48"
S T
R U
C T
U R
A L
S-404
F L
O O
D W
A L
L
J
A N
T .L
B .J .S
G .J .L
E L
E V
A T
IO
N S
TIP EL -42.0
EL 13.0
TIP EL -10.0
TIP EL -25.0
TIP EL -35.0
TIP EL -5.0
TIP EL 00.0
ELEVATION
SCALE: A
CG
S-403
ELEVATION
SCALE: A
CH
S-403
ELEVATION
SCALE: A
CI
S-403
ELEVATION
SCALE: A
CJ
S-403
EL 13.0
P
T M
O N
C T -S
.d g n
GRAPHIC SCALE
EL 15.0
EL -14.0
S-403
/2
/2
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -4
N /A
W
D S -1
-B -0
/2
/2
"2 124'-9
"4 32'-4 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" "4
32'-4
26 - 3/8" STIFF PLATES @ 11" OC
CENTERLINE OF WEB
AT 2' O.C. ALONG
12 HOLES SPACED
DOUBLE MC'S ONLY,
2" DIA. WEEPHOLES,
10"
2'-0"
MC 18X58 (TYP)
"2
9" 9"
D
IA
B
O L T
O C
MK. S-704-7
PLATE STIFFENERS
AND NOT WITHIN 3" OF
VERTICAL CHANNELS
MID-SPAN BETWEEN
7 HOLES LOCATE AT
BOTTOM MC ONLY,
3" DIA. WEEPHOLES,
"4 33'-52" 2'-9""4
33'-5 2"2'-9"
" SKIN PLATE2
SECTION
SCALE: AS-700
CA
EL. -8.5
WORKING POINT
EL. -8.5
WORKING POINT
C LIFT BRACKETL
SCALE: A
END VIEW
CA
S-700
CA
S-700
CC
S-701
CC
S-701
CF
S-702
CD
S-702
CE
S-702
CB
S-701
CB
S-701
(TYP)
MK. S-703-4
S-702
S-701
SCALE: A
GATE ELEVATION
LAND SIDE
GENERAL NOTES ON VERTICAL LIFT GATES:
S-702A
L
ROLLER
C O.D.
L
ROLLER
C O.D.
L
ROLLER
C O.D.
L
ROLLER
C O.D.
L
ROLLER
C O.D.
L
ROLLER
C O.D.
L
ROLLER
C O.D.
L
ROLLER
C O.D.
"A" 12" 6" 0 1' 2' 3' 4' 5'
J
A N
P
T M
O N
C T -S
.D
G N
G .J .L
J .M .L
M .R .T
S T
R U
C T
U R
A L
L
IF
T G
A T
E
S-700
S-702A
OCEAN SIDE
OCEAN SIDE
S-702A
(TYP)
.062 A
-A-
.062 A//
.062 A//
.062 A//
.062 A//
.062 A//
.062 A//
.062 A//
.062 A//
.062 A//
-B-
CL
-C-
.062 B C
.062 B C
.062 B C
.062 B C
.062 B C
.062 B C
.062 B C
.062 B C
GRAPHIC SCALE
S-702
SPECIFICATIONS.
STAINLESS STEEL AS SPECIFIED IN SECTION 35 20 17 OF THE
4. ALL FASTENERS ON GATE, ROLLERS, AND SEAL ASSEMBLIES TO BE
" FROM POSITIONS SHOWN.16
1 NOT VARY MORE THAN
EMBEDDED METAL SEALS IN CONTACT WITH RUBBER SEALS SHALL
3. IRREGULARITIES IN THE PLANE OF THE EXPOSED SURFACES OF
2205 (UNS S32205).
2. MATERIAL NOTED AS SST SHALL BE DUPLEX STAINLESS STEEL GRADE
SHOWN OR SPECIFIED.
ASTM A 572 GR 50 STRUCTURAL STEEL UNLESS OTHERWISE
1. PROVIDE THREE VERTICAL LIFT GATES. ALL MATERIAL SHALL BE
S-701
IN THE PLANS AND SPECIFICATIONS.
14. THE TERM "VERTICAL LIFT GATE" IS INTERCHANGEABLE TO THE TERM "TIDE GATE"
CORNER) 1/4-INCH DIAMETER SST BOLTS, NUTS, AND WASHERS.
THE PLATE SHALL BE BOLTED TO THE TOP CHANNEL WITH FOUR (ONE IN EACH
(PL 1/4x8x15) WITH NUMBERS SIX-INCHES HIGH, IN THE FORMAT "XX,XXX GTW".
GATE AND STAMP THE GATE THE WEIGHT ON A STAINLESS STEEL PLATE
AFTER FINAL ASSEMBLY AND BALANCING, THE FABRICATER SHALL WEIGH EACH
13. THE ESTIMATED WEIGHT OF EACH GATE IS APPROXIMATLEY 40,000 POUNDS,
MANUFACTURER.
CAREFULLY FITTED, AND VULCANIZED BY THE RUBBER SEAL
BE (1) STANDARD MOULDED CORNERS OR (2) CORNERS SPLICED,
7. AT THE OPTION OF THE CONTRACTOR, RUBBER SEAL CORNERS MAY
(UNS S21800) CORROSION RESISTING STEEL.
(UNS S31600) CORROSION RESISTING STEEL. NUTS SHALL BE TYPE218
PROVIDE BEVELED WASHERS. BOLTS AND WASHERS SHALL BE TYPE 316
AND TWO WASHERS. FOR BOLTED CONNECTIONS TO CHANNEL FLANGES,
6. ALL BOLTED CONNECTIONS SHALL CONSIST OF ONE BOLT, ONE NUT,
125 32 63 AND 16
5. SEE ASME B46.1 FOR QUALITY OF FINISH REQUIRED BY SYMBOLS
COUNTER WEIGHTS AS REQUIRED.
ON THE "X", "Y", "Z" AXIS BY USING A SLING TO HOIST THE GATE AND ADDING
12. AFTER FINAL ASSEMBLY, THE FABRICATOR SHALL BALANCE EACH GATE
SHALL CONFORM TO ASTM A 148, CLASS 80-50.
11. CAST STEEL MAY BE SUBSTITUTED FOR DUCTILE IRON. MATERIAL
SYSTEM NO. 6-A-Z.
10. PAINT ALL FERROUS SURFACES OF THE VERTICAL LIFT GATE WITH
"ROLLER" DETAIL ON DRAWING NO S-703.
9. 15" O.D. ROLLERS ARE TO HAVE A 17" O.D. RIM AS SHOWN IN THE
AND STIFFENER PLATES.
FILLET WELDS ON BOTH SIDES OF EACH CONTACT FLANGE
8. ATTACH "SKIN PLATE TO FRAME MEMBERS WITH CONTINUOUS"
A
M E
N D
M E
N T
/2
/2
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -7
N /A
W
D S -1
-B -0
/2
/2
"8
"4
R
3x2
1BAR 2
GATE SEAL CLAMP
SEE DETAIL THIS DWG
RUBBER SIDE SEAL,
"8
BOTTOM SEAL ASSEMBLY
1GATE SEAL L-5x3x
" DIA. BOLTS8
PLATE
" SKIN2
1L-5x3x
GATE SEAL
"4
RUBBER SIDE SEAL
GATE SEAL ANGLE
SEE NOTE 3
ASSEMBLY IN FIELD
FINAL ADJUSTMENT OF SEAL
HOLES 1N ANGLE TO ALLOW FOR
" HORIZ SLOTTED2
1" DIA x 116
" R. ON BAR & SKIN PLATE8
" CL, STEEL ONLY)16
1(
BOTTOM SEAL ASSEMBLY
BAR & ANGLE TO PASS
COPE SIDE SEAL CLAMP
RUBBER SIDE SEAL
TO GATE SEAL CLAMP BAR
" DIA STUD BOLTS WELD2
12-
" BRACKET PLATE2
@ 4" MAX CTR
" DIA BOLTS8
5C
"8
17 GATE SEAL ANGLE
SIDE SEAL ANGLE
" SKIN PLATE2
4"x1" RUBBER SEAL
GREASE FITTING
"8 399"
MC18 SLEEVE
SST TYPE 304L
" THICK x 3"2
AND LOCKNUT (SST)
" DIA BOLT W/ NUT2
SLEEVE
SST TYPE 304L
" THICK x 1"2
" FILLET4
COLLAR SLEEVE
SST PLUG
TAP & PROVIDE
ROLLERS IN FIELD
PROVIDE FOR FINAL ALIGNMENT OF
IN SLEEVE ON 30 DEG CENTERS TO
AND LOCKNUT. DRILL BOLT HOLES
" DIA (SST) BOLT W/ DBL NUT2
MC18
R
SST SEAL PLATE
MC18
" SKIN PLATE2
PLATE
" STIFFENER2
M
IN
1'-5"
"2
"2
SEE DETAIL THIS DWG
RUBBER SIDE SEAL,
1GATE SEAL L-5x3x
" DIA. BOLTS8
3x2
1BAR 2
GATE SEAL CLAMP
RUBBER TOP SEAL
"8 3"x23'-102
1"x12
1BAR 1
"x23'-7"2 1"x4
3BAR 3
GRADE 2205 (UNS S32205)
15" OD DUPLEX SST,
"A" 12''6''3''0
SCALE: NTS
RUBBER SEAL DETAIL
SECTION
SCALE: AS-700
CD
SECTION
SCALE: AS-700
CF
SECTION
SCALE: AS-700
CE
CG
S-703
CG
S-703
S-702
DETAIL
SCALE: A
S-700
DETAIL
SCALE: A
S-702
J
A N
P
T M
O N
C T -S
.D
G N
G .J .L
J .M .L
M .R .T
S T
R U
C T
U R
A L
D E
T A
IL
S
L
IF
T G
A T
E
S-702
DETAIL
SCALE: A
S-700
AT FLANGE (TYP)
BEVELED WASHER
BRESTWALL
GRAPHIC SCALE
/2
/2
A M
E N
D M
E N
T
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -7
N /A
W
D S -1
-B -0
/2
/2
O N
C E
N T
E R
S
D
IA
B
O L T S
CLOSED POSITION
EL 10.54
C LIFT BRACKETL
LC RECESS & SEAL PLATE
G
LC 3" DIA WEEPHOLES
W.P. EL. -8.5
CONT WELDS
L
O N
C E
N T
E R
S
D
IA
B
O L T S
LC SEAL BULB
" CLEAR16
" CLEAR16
FLOW
FLOW
OCEAN SIDE
TYP
PZC 26
PZC 26
PIPE PILE
" 8 548"x
PIPE PILE
" 4 360"x
48'-0" MIN
.0
TYPE II COFFERDAM WALL
"8 7168'-5
147.13°
TYPE II COFFERDAM WALL
"16
141'-11
139.754°
±8 5°
LEVEE TOE
KEANSBURG
LEVEE TOE
KEANSBURG
LEVEE TOE
KEANSBURG
T Y
P E I
II
C
O F F
E R
D A
M W
A L L
(SEE NOTE 4)
SYSTEM
COMBI-WALL
SHEET PILE
DIVERSION CANAL
M
A R
S T
R U
C T
U R
A L
S-901
T .L
B .J .S
G .J .L
SCALE: A
PLAN
"A" 40'20'020'
N
118.1"
106.1"TYPE II
WIDTH
SYSTEM
MASTER PILE
PILE SCHEDULE
SYSTEM
PILE
EL -55.0
EL -75.0
S-901
S-901
P L
A N A
N D S
E C
T
IO
N S
C O
F F
E R
D A
M
TYPE I " x 84'-0"4 360" Ø x
" x 84'-0"8 548" Ø x
P
T M
O N
C T -S
.D
G N
SECTION
SCALE: N.T.S.S-901
D
D
D
EL 9.0 EL 9.0
EL -55.0
EL -75.0
SECTION
TYPE II
SCALE: N.T.S.S-901
A SECTION
TYPE I
SCALE: N.T.S.S-901
B
GRAPHIC SCALE
T Y
P E I C
O F F
E R
D A
M W
A L L
A
S-901
B
S-901
A
S-901
8'-
TYPE
I C
OFF
ERDAM
W
ALL
"8
118'-2
TY
P E I C
O
FFE
R D
A M W
A
LL
EL 3.0
EL -10.0
EL -14.0
EL -9.0
C
S-901
SECTION
TYPE III
SCALE: N.T.S.S-901
C
EL -64.0
EL -10.0
EL 5.0
MIN
NOTES:
B. MINIMUM MOMMENT OF INERTIA PER FOOT OF WALL SHALL BE 3125 IN4/FT.
SHALL BE 151 IN3/FT.
A. COMBI-WALL SYSTEM MINIMUM SECTION MODULUS PER FOOT OF WALL
SECTIONS THAT MEET THE FOLLOWING MINIMUM REQUIREMENTS.
4. FOR TYPE III SECTION THE CONTRACTOR MAY SUBSTITUTE OTHER HOT-ROLLED
WELDED FULL LENGTH TO PIPE PILES TO ACCEPT SHEET PILE.
3. FOR TYPE I AND II MASTER PILE WALL CONSTRUCTED WITH CONNECTORS
TO EL -45. THE ALLIGNMENT USED A MAXIMUM SWING ANGLE OF 3°
2. DIVERSION CANAL SHEET PILE WALL LAID OUT USING PZC26 SSP DRIVEN
SPECIFICATIONS 31 41 16 AND 35 41 00.
1. THE COFFERDAM SYSTEM SHOWN IS FOR INFORMATION ONLY, SEE
2 2
/1
/2
/2
/2
A M
E N
D M
E N
T
R E
V
IS
E D N
O T
E A
N D S
E C
T
IO
N
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
U M
B E
R
D A
T E C
R E
A T
E D
S U
B M
IT
T E
D B
Y
S
IZ
E
D W
N B
Y
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y : C
K D B
Y
M .P
C O
N T
R A
C T N
O
P L
O T S
C A
L E
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E p w \C
O E -S
A J P
W P J
A X .s a j.
d s .u s a c e .a rm y .m il :S
A J P
W \D o c u m e n ts \F lo o d a n d C o a s ta l S to rm D a m a g e R e d u c ti o n \R a ri ta n b a y a n d s a n d y h o o k b a y \P o rt M o n m o u th N
J \P o rt M o n m o u th c o n tr a c t P .L -2 \0
P la n s \0
S tr u c tu re s \S -9
N /A
W
D S -1
-B -0
/2
/2
Port M onm outh R d
P e w s C re e k
K e a n s b u rg L e v e e
0 587 1
12" W
-5
-5
-5 -5
.5
3.2
E
-5
-5
PZC 26
PZC 26
WETSIDE
MASTER PILE MASTER PILE
SYSTEM WIDTH
PLASTIC WIRE PROTECTOR
UPPER SCTION
HINGE POLE
TENSILE STRENGTH
HINGE PIN-100,000 P.S.I.
STAINLESS STEEL
FORMED HINGE ASS'Y
LOWER SECTION
HINGE POLE
1" RAD. (TYP.)
(.938" X 1.75")
(4) SLOTTED HOLES
HINGE POLE
HINGE POINT
SQ. HINGE POLE
" THICK (MIN)16
54.00"x
SHROUD
FORMED
3" X 5" HANDHOLE
#3@12"
COPPER GROUND ROD
" DIA. X 10'-0"4
OR CLAMP
EXOTHERIC WELD
.0
8.00"
O P
E N
IN
G C
O N
D U
IT
.5
S
Q
2'-0"
C L E
A R
0.75"
M
IN
M
IN
2'-0" SQ.
3" CLEAR
#3 TIES @ 12"
MANUFACTURES RECOMMENDATIONS.
MOUNTING HARDWARE PER
CAMERA MOUNTING LOCATION.
FORMED SHROUD
ON THIS DWG)
(SEE DETAIL
BASE PLATE
#4 BSD COPPER
BASE COVER
12-#6 VERT.
ENCLOSURE
24" X 20" X 10"
STAINLESS STEEL
LOCKABLE NEMA 4X
HARDWARE
METAL STRUT AND
STAINLESS STEEL
8'-0" SUPPORT
CONDUIT TO CAMERA POLE
CONTROL BUILDING
POWER CONDUIT TO
TO CONTROL BUILDING
FIBER OPTIC CONDUIT
TOP OF CONCRETE
DUPLEX GFCI RECEPTACLES
ETHERNET OPTICAL TRANSCEIVER
IFS D7100 OR APPROVED EQUAL
POWER SUPPLY
OR APPROVED EQUAL
IFS PS12VDC1.5A-U
24VAC POWER SUPPLY
OR APPROVED EQUAL
PELCO
GALVANIZED
THREADED END 6 INCHES (MIN),
(3/4" X 30" X 3)
(4) ANCHOR BOLTS
L316SST
6 INCHES MIN,
THREADED END
(3/4" X 12" X 4")
(4) ANCHOR BOLTS
FOR 6'-0"
@12"O.C.
#4 TIES
(4) ADDITIONAL #8, 6'-0" LONG
J A
N U
A R
Y
-P
T M
O N
C T -Q
Y
S .J .P
J .H .H
J .D .H
E Q
U
IP
M E
N T S
E C
U R
IT
Y E
Q U
IP
M E
N T
S E
C U
R
IT
Y P
O L
E D
E T
A
IL
S
Q-800
A
M E
N D
M E
N T
/1
/2
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps 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
New York District of Engineers
US Army Corps
P O
R T M
O N
M O
U T
H
N E
W J
E R
S E
Y
P H
A S
E I I, C
O N
T R
A C
T
R A
R
IT
A N B
A Y A
N D S
A N
D Y H
O O
K B
A Y
H U
R R
IC
A N
E A
N D S
T O
R M D
A M
A
D U
C T
IO
N
N /A
N /A
D
J A
C K
S O
N V
IL
L E D
IS
T R
C K
S O
N V
IL
L E F
L O
R
ID
A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R…
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