Plans_Port_Monmouth_Amend5.pdf
PDF 3 MB Posted
- Solicitation number
- W912DS-16-B-0014
About this file
Amendment 0005 - Plans
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
3" CHAMFER
MAINTENANCE PLATFORM
R2'-0" R2'-0"
10"
1"R
2'-0" 14'-0" 3'-6" 4'-2"
EL 15.0 TO EL 44.25
3"x3" CHAMFER
PGL EL 15.13
(BEYOND)
MK S-705-1
3" CHAMFER
7"
10'-0"4'-0" 3'-0"
23'-0" 30'-0"
10'-0"
53'-0"
1'-4"
9'-2" 21'-10"
14'-0"
"8 11'-8 "8
11'-8
1'-4"
23'-0"30'-0"
10'-0"
53'-0"
"8 79"8
"4 112'-3
4'-2" 3'-6"
4'-0"3'-0"
MK S-212-4
MK S-705-2
14'-0"
7'-0"
W/ 3" CHAMFER
CONSTRUCTION BLOCKOUT
2'-6"2'-6" 2'-6" 2'-6"
C.J.
1'-3"
"8 31'-10
"8
CJ
CJ
TO EL 4.0
PLATE EL -14.0
PZC ANCHOR
EMBEDDED
CENTER DRAIN AT MID SPAN
3-3" DIA DRAINS @ 5FT SPA
"4 112'-3
@ EL 12.75
TUBE RECESS
HEATER CABLE
TUBE RECESS
HEATER CABLE
4"
RECESS @ EL 12.75
HEATER CABLE TUBE
TO EL 13.0
PLATE EL-14.0
PZC ANCHOR
EMBEDDED
(TYP)
KEY NOTES:
EL 15.0
EL 10.0
EL 15.5
CL SERVICE BRIDGE
SLOPE
EL 15.0
EL 13.0
TRANSITION
J
A N
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 E
C T
IO
N S
T
ID
E G
A T
E
S-202 "A"
12'8'4'024"48''
GRAPHIC SCALES
CH
S-212 SECTION
SCALE: AS-201
L
SECTION
SCALE: AS-201
M
S-202
A
S-204
DETAIL
SCALE: B
S-202
DETAIL
SCALE: B
S-202
S-202
EL 15.0
EL 46.5
EL -9.0
EL -14.0
EL -8.5
CH
S-212
EL 15.0
EL -9.0
EL -14.0
CL
"B" 24"12" 0 2' 4' 6' 8' 10'
SLOPE
OCEAN SIDE
LAND SIDE
CL
SLOT
GATE
CL
SLOT
GATE
R
S-204
Q
S-204
LAND SIDE
OCEAN SIDE
OCEAN SIDE
4 9" PVC RIBBED WATERSTOP
" EXPANSION JOINT2
2 DISBONDED JOINT WITH 2 LAYERS 30# FELT
1 STAFF GAGE RECESS
N
S-203
EL -8.5
CJ EL 29.0 CJ EL 29.0
CJ EL 1.0 CJ EL 1.0
BRIDGE
SERVICE
CL
BRIDGE
SERVICE
EL -11.5
EL -11.5 EL -11.5
CJ EL 4.0
EL 13.0
EL 46.5
EL 12.75
/1
/2
R E
V
IS
E D T
O A
D D H
E A
T E
R S
/6 /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 G
E
R
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
IC
T
J A
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
/6 /2
7'-0"12'-0"4'-2"
39'-0"7'-0"
3'-6"
14'-0"
5'-0"5'-0"
R5'-0"
R2'-0"
1"1"
PAIRS @ 24" OC (TYP)
BOLT, 12"x3" IN
" DIA ANCHOR
3GATE SILL PLATE
BLOCKOUT FOR
@ EL -8.5
WEIR CREST
OR PIER
ABUTMENT
53'-0" 19'-0"21'-0"
93'-0"
3"
1'-7"
2'-6" 2'-6"
"8
3"
3"
30'-0" 23'-0"
MK S-705-2
EL 15.0 TO 44.25
3" CHAMFER
"8
11'-6"
2'-6" 2'-6"
5'-0"
EL 15.0 TO EL -14.0
PZC CONNECTOR
OF SILL
GROUT AFTER INSTALLATION
RECESS @ EL 12.75
HEATING CABLE TUBE
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
/6 /2
CL
"B" 3'2'1'06"12''
EL -9.0
EL 15.0
EL -14.0
EL 46.5
SLOPESLOPE
SECTION
SCALE: BS-202
N
DETAIL
SCALE: B
S-203
SECTION
SCALE: AS-201
K
"A" 12'8'4'024"48''
GRAPHIC SCALES
CL GATE
CL SILL PLATE
CL GATE
J
A N
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 E
C T
IO
N S
T
ID
E G
A T
E
S-203
R
S-204
LAND SIDE
OCEAN SIDE
LAND SIDE OCEAN SIDE
CL BRIDGE
CJ EL 29.0
S-203
EL 15.0
CJ EL 1.0
EL 11.5
EL -11.5 BEYOND
DOUBLE WATERSTOP
EL -11.5 BEYOND
DOUBLE WATERSTOP
R E
V
IS
E D T
O A
D D H
E A
T E
R S
/1
/2
/6 /2
A M
E N
D M
E N
T
3'-0"4'-0"
7'-0"
5'-0""4 12'-35'-0"
EL 42.0
FACE OF COLUMN
FACE OF COLUMN
EL 42.0
2" FILLET
"8 56'-1"8
56'-1
OPERATING PLATFORM
OPERATING PLATFORM
COLUMN
W/ 3" CHAMFER
CONSTRUCTION BLOCKOUT
2" FILLET (TYP)
5'-0" "4 12'-3 5'-0"
"8 13'-3"2
12'-10"2 14'-1"8
12'-
1'-6" 1'-6""8 51'-1 "8
3"
"4 112'-3
2" FILLET
2" FILLET FACE OF COLUMN
2" FILLET
"8 51'-11'-5" "8
510 1'-3"
3"
"2
"2
"2
3"3
" 3"
C L
A T
E S
L O
T
(TYP)
SCALE: A
PLAN, EL 30.0
C L G
A T
E S
L O
T
SCALE: A
PLAN, EL 46.5
"B" 12" 6" 0 1' 2' 3' 4' 5'
CL STRUCTURE
KEY NOTES:
CL GATE SLOT
CL GATE SLOT
"A" 12'8'4'024"48''
GRAPHIC SCALES
BA
S-705
BA
S-705
BA
S-705
EL 46.5
EL 44.25
GATE SLOTCL
CL STRUCTURE CL STRUCTURE
LAND SIDE
OCEAN SIDE
OCEAN SIDELAND SIDE
WEST WALL SHOWN, EAST WALL OPPOSITE HAND
SECTION
SCALE: BS-202
Q
SECTION
SCALE: BS-204
A
SECTION
SCALE: B
S-203 S-202
R
A
S-204
A
S-204
J A
N
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
P L
A N E
L
.0 A
N D E
L
.5
T
ID
E G
A T
E
S-204
(OPPOSITE HAND)
BA
S-705
(OPPOSITE HAND)
LAND SIDE
OCEAN SIDE
LAND SIDE
OCEAN SIDE
LAND SIDE
OCEAN SIDE
CLJ
CLJ
CLJ
" EXPANSION JOINT2
3 SEE S-705 FOR DETAILS
30# FELT
2 DISBONDED JOINT WITH 2 LAYERS OF
1 3" CHAMFER
/6 /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
/6 /2
#9 @ 12"
#9 @ 12" #9 @ 12"
#9 @ 12"
#9 @ 12"
#6 @ 12"
#9 @ 12" EF #9 @ 12" EF
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
(TYP @ EA GATE RECESS)
4 - #9 @ EQ SPA
(TYP)
5'-3"
#9 @ 12" EF
#9 @ 12" EF
#6 @ 12"
#9's @ 12"
#6 @ 12"
#9's @ 12"
3 #9
#9 @ 12"
#9 @ 12" EF
E F
6'-10" (TYP)
#9 @ 12" (TYP)
3 - #6 @ EQ SP (TYP)
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
/6 /2
SCALE: A
PLAN - EL 0.0
"A" 12'8'4'024"48''
PUMP STATION NOT SHOWN FOR CLARITY
NOTES:
1. WORK THIS DRAWING WITH DWG NO. S-308.
N
LAND SIDE
OCEAN SIDE
N
O V
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
P L
A N E
L .0
T
ID
E G
A T
E
S-207
DETAIL @ STAFF GAUGE
SCALE: NTS
GRAPHIC SCALE
A
M E
N D
M E
N T
/6 /2
#9 @ 12" EF #9 @ 12" EF #9 @ 12" EF
#9 @ 12" T/B
E F
T Y
P A
L L P
IE
R S
INTERRUPTED BAR
INTERRUPTED BAR
ADDED BAR
ADDED BAR
PILE
EMBEDMENT LENGTH
"OTHER" BAR
PILE AND EDGE
MIN 2 BARS BETWEEN
CLEAR PILE
BEND BARS TO
BAR EMBEDMENT
"OTHER"
PILE
#9 @ 12" T/B
#9 @ 12" T/B
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
/6 /2
"A" 6'4'2'012"24''
SECTION
SCALE: AS-201
H
J
A N
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 E
C T
IO
N
T
ID
E G
A T
E
S-208
(TRANSVERSE BARS SIMILAR)
REINFORCEMENT AROUND PILES
SCALE: NTS
FOR CORNER PILES
APPLYS TO REINFORCEMENT IN EACH DIRECTION
PILE CLOSEST TO EDGE SHOWN OTHERS SIMILAR,
SCALE: NTS
EDGE AND CORNER PILES
REINFORCEMENT AROUND GRAPHIC SCALE
A
M E
N D
M E
N T
/6 /2
#9 @ 12" TOP & BOTTOM6"
E F
# 3 TIES TYP
#9 @ 12"
#9 @ 12"
2 #9 EQ SP
#9 @ 12"
#3 TIES @ 12"
#3 TIES @ 12" TYP #3 TIES @ 12" TYP
#4 @ 12"
6" BOT
#9 @
REBAR @ 4" OC
3 - #9 LONGITUDINAL
7 - #6 EQ SPA T & B 8 - #6 EQ SPA T & B
CUTTING REINFORCEMENT
FORM DRAIN TO AVOID
#3 TIES @ 12"
7 - #6 EQ SPA T&B 7 - #6 EQ SPA T&B
#9 @ 12" EF
#9 @ 12" EF
#3 TIES @ 12"
8 - #6 EQ SPA T&B 8 - #6 EQ SPA T&B
(TYP)
LENGTH
EMBEDMENT
#9 @ 12"
#3 TIES @ 12"
#9
2- #3
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
A
N /A
W
D S -1
-B -0
/6 /2
"A" 3'2'1'06"12''
SECTION
SCALE: AS-201
T
J
A N
P
T M
O N
C T -S
A .D
G N
G .J .L
T .L
B .J .S
S T
R U
C T
U R
A L
S E
C T
IO
N
T
ID
E G
A T
E
S-208A
SECTION
SCALE: AS-208A
A
SECTION
SCALE: AS-201
O
SECTION
SCALE: AS-201
N
A
S-208A
(WEST SIDE SHOWN, EAST SIDE SIMILAR)
TYPICAL MAINTENANCE PLATFORM
(WEST SIDE SHOWN, EAST SIDE SIMILAR)
TYPICAL BREASTWALL
GRAPHIC SCALE
A
M E
N D
M E
N T
/6 /2
#4 @ 12"
#4 @ 12"
4 - #9 @ EQ SPA EF
4 - #9 @ EQ SPA EF
#3 TIES @ 12" (TYP)
4-#9 @ EQ SPA EF
4-#9 @ EQ SPA EF
SPA EF
3-#9 @ EQ
E
Q S
P A E
F
E
Q S
P A E
F
FOR SPACING
SEE SECTION
#9
#4
6"
SPA EF
3-#9@EQ
#3 TIES @ 12" (TYP)
#5 TIES @ 12"
3 - #10
EQ SPA
3-#5 BT
#5 TIE
#5 TIES
#5
#5 TIE
2-#5
EQ SPA
3-#5 BT
#5
4-#5 TIES EQ SPA
#5 BT
4-#9 EQ SPA
2-#5 TIES
#5 BT
5-#5@12"
3-#5 EQ SPA
3-#5@12"
2-#5
3-#5 EQ SPA
3-#5 EQ SPA
3-#5 EQ SPA
3-#10 EQ SPA 3-#10 EQ SPA
4-#9
3-#9 EQ SPA
#9
#4 @ 12"
#5 TIES @ 12"
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
/6 /2
GRAPHIC SCALES
"B" 3'2'1'06"12''
"A" 12" 6" 0 1' 2' 3' 4' 5'
GATE OPERATING PLATFORM
CENTER PIER
WEST PIER OPPOSITE HAND
EAST PIER SHOWN
#4 BT @ 12"
C
SECTION
SCALE: A
S-206 S-205
S
SECTION
SCALE: BS-209
A
B
S-209
SECTION
SCALE: BS-209
B
SECTION
SCALE: BS-209
A
GATE OPERATING PLATFORM
SCALE: B
A
S-209
J
A N
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
P L
A N E
L
.0 A
N D E
L
.0
T
ID
E G
A T
E
S-209
C
D
S-209
S-209
REINFORCEMENT AT PIER FACE
REINFORCEMENT AT GATE RECESS
SECTION
SCALE: BS-209
C
SECTION
SCALE: BS-209
D
T
IE
S
EQ SPA
3-#5 TIES
T
IE
S
2-#5 EQ SPA
T
IE
S
2-#10 2-#10
#5
A
M E
N D
M E
N T
/6 /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 EL -8.5
1"
4"R
"2 1"
WEIR CREST EL -8.5
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
D
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
A M
E N
D M
E N
T
/6 /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 -2
N /A
W
D S -1
-B -0
/6 /2
GATE
TYP
"8 3R
EL 44.25
EL 46.5
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
#9 @ 12" #6 @ 12" T & B
#8 @ 12" T & B
E F
#9 @ 12" EF
E F
#8 @ 12" EW T & B
#6 @ 12"
3 - #6 @ 9" EF
#6 @ 12"
#6 @ 12"
#9 @ 12"#9 @ 12"
EW T & B
#8 @ 12"
3 - #8 EQ SPA EF
(IN BEAM)
3 - #9 EQ SPA2 - #6
#9 @ 12"
#9#9
#6 @ 12"
S P
A E
Q
SPA
EQ
3-#8
E Q S
P
1'-6"
1'-6"1'-0"
S P
A E
Q
E
Q S
P A
EQ SPA EF
4 - #8
EMBEDMENT
TOP BAR
#8
T
IE
S
T
IE
S
#5 TIES @ 12"
3 #8
T
IE
S
" @ PILASTER
3 - #9 EQ SPA
12"
#6 @
E F
#9 @ 12" EF
(TYP)
THRU THICKNESS
LONG CENTERED
3 - #6 EQ SPA @ 68"
@ 12"
#4 TIES
OF HAUNCH
EL 1.0 TO BASE
TIES @ 24" ABOVE
EL -1.0 TO EL 1.0.
#5 TIES @ 12"
@ 12
#6 TIES
BEYOND
IN PILASTER
3 - #9 @ EQ SPA
5 - #8 EQ SPA T&B
@ 12"
3 - #5 TIES
12" EF
#8 @
3-#8 EQ SPA
#6
#6
" #9
EW T & B
#8 @ 12"
FOR REINFORCEMENT
NOT SHOWN FOR CLARITY, SEE S-501
TOPPING SLAB FOR CONTROL BUILDING
12" EF
#9 @
#4 @ 2" T&B
#5 @ 12"
#9 @ 12" T&B (TYP) #9 @ 12" T&B (TYP)
@ 12"
#5
#5 @ 12"
STD HOOKS
3 - #6 WITH 90°
#6 @ 6"
STD HOOKS
3 - #6 WITH 90°
#6 @ 6"
E
F#9 @ 12" EF
TO BLOCKOUT
CONFLICT ADJACENT
SUPPORT, MOVE BARS IN
BLOCKOUT FOR PUMP
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
/6 /2
GRAPHIC SCALES
"A" 24"12" 0 2' 4' 6' 8' 10'
J A
N
P
T M
O N
C T -S
.d g n
G .J .L
T .L
M .R .T
S T
R U
C T
U R
A L
R E
B A
R S
E C
T
IO
N
P U
M P
IN
G S
T A
T
IO
N
S-307
AJ
S-307
S-307
AH
S-307
SECTION
SCALE: AS-302
W
S-307
SECTION
SCALE: BS-307
AJ
SECTION
SCALE: BS-307
AH
AK
S-307
SECTION
SCALE: BS-307
AK
SCALE: B
REINFORCEMENT AT SUMP
"B" 12" 6" 0 1' 2' 3' 4' 5'
DETAIL
SCALE: NTS
S-307DETAIL
SCALE: NTS
S-307
AL
S-307
SECTION
SCALE: BS-307
AL
S-307
DETAIL
SCALE: NTS
S-307
SECTION THRU PILASTER
AN
S-307
SECTION
SCALE: BS-306
AM
SECTION
SCALE: BS-307
AO
SECTION
SCALE: BS-307
AN
AO
S-307
S-307
DETAIL
SCALE: NTS
S-307
A
M E
N D
M E
N T
/6 /2
#8 @ 12" EF
#8 @ 12" T & B
#8 @ 12" T & B
#9 @ 12" EF
#9 @ 12" EF
E F
E F
E F
T Y
P
E F
T Y
P
E
Q S
P A
EF (TYP)
#6 @ 12"
E F
#9 @ 12" EF
#9 @ 12" EF
E F
BARS
HORIZONTAL
BARS
VERTICAL
HOOK
STANDARD
HOOK
STANDARD
BARS (TYP)
INTERRUPTED
E F
#9 @ 12" EF
#9 @ 12" EF
E F
#9 @ 12" T & B
#9 @ 12" T & B
#9 @ 12" T & B
#9 @ 12" T & B
E F
AT CORNER
CENTERED
THICKNES
EQ SPA THRU
@ 68" LONG
3 - #6 EQ SPA
EMBEDMENT
TOP BAR
#8 @ 12" T & B
#8 @ 12" T & B
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
/6 /2
T
ID
E G
A T
E N
O T S
H O
W N F
O R C
L A
R
IT
Y
T
ID
E G
A T
E N
O T S
H O
W N F
O R C
L A
R
IT
Y
J
A N
S T
R U
C T
U R
A L
S-308
P U
M P
IN
G S
T A
T
IO
N
S E
C T
IO
N S
T .L
B .J .S
G .J .L
T
ID
E G
A T
E N
O T S
H O
W N F
O R C
L A
R
IT
Y
SECTION
SCALE: AS-302
AA
SECTION
SCALE: AS-302
AC SECTION
SCALE: AS-302
AD
"A" 24"12" 0 2' 4' 6' 8' 10'
P
T M
O N
C T -S
.D
G
NAB
S-302
SCALE: NTS
WALL INTERSECTION
TYPICAL JOINT AT
SCALE: NTS
TYPICAL JOINT AT CORNERS
NO DIVIDER WALL
SIMILAR BUT
SCALE: NTS
CORNERS OF GATE OPENING
ALL SLAB OPENINGS AND TOP
DIAGONAL REINFORCEMENT AT
GRAPHIC SCALE
A
M E
N D
M E
N T
/6 /2
12" GRAVEL
EJ
EJ
" SAW CUT4
T H
IC
K N
E S
S S
L A
B
13'-0" 4'-6" 1'-6"
6'-0"15'-0"15'-0"15'-0"
45'-0"
2'-0"
SPA T&B
3-#6 EQ
LENGTH
EMBEDMENT
#6 @ 9" EW
REINFORCEMENT
DO NOT CUT
T H
IC
K N
E S
S S
L A
B
CJ CJ
#4 @ 12"
CP
S-505
SECTION
SCALE: BS-505
CP
CP
S-505
GENERATOR BUILDING
G E
N E
R A
T O
R B
U
IL
D
IN
G
S
E P
-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
F U
E L T
A N
K P
A D
S
S T
O P L
O G S
T O
R A
G E A
N D
S-505
CQ
S-505
(TYP)
SECTION
SCALE: N.T.S.S-505
CQ
GRAPHIC SCALES
"A" 24"12" 0 2' 4' 6' 8' 10'
"B" 3'2'1'06"12''
SCALE: A
STOP LOG STORAGE PAD
SCALE: A
FUEL TANK PAD
A
M E
N D
M E
N T
/6 /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 -5
N /A
W
D S -1
-B -0
/6 /2
@ 24" OC (TYP)
" x 3" 8 3SST BAR 2" x
"4 12'-6
3"x3" CHAMFER
1 ON 4 BEVEL
"4 12'-6
3" "4 12'- 3"
"4 12'-6
1 ON 4 BEVEL
""2
12 5
3"3"
"2
1SST P
7"
STUD @ 12" OC (TYP)
"x4" HEADED 2
1SST,
"4 12'-"
RAIL REF. (TYP)
STUD @ 12" OC (TYP)
"x4" HEADED 2
1SST,
"(TYP)2
1" x 22
1SST P
"x 1'-2" (TYP)2
1SST P
"8 11'- "8
11'-
3" 3"
3"
STUD @ 12" OC (TYP)
"x4" HEADED 2
1SST,
STUD @ 12" OC (TYP)
"x 4" HEADED 2
1SST,
3"3"
"16 x24'-0"2 1SST L 3x3x x24'-0"2 1SST L 3x3x
D
IA
H
O L E
S
O C
P
A
IR
HEADED PLUG
316 SST SQUARE
1" DIA THREADED
TAP SST PLATE FOR
"4 11'-3
CABLE TUBE (TYP)
SST SCH40 1" PIPE HEATING
HEATING CABLE TUBE
SST SCH40 1" PIPE
"2
1SST P
STUD @ 12" OC (TYP)
"x4" HEADED 2
1SST, 3"
7"
3"3""
"(TYP)2
1" x 22
1SST P
STUD @ 12" OC (TYP)
"x4" HEADED 2
1SST,
O P
E N
IN
G
O P
E N
IN
G
CABLE TUBE (TYP)
SST SCH40 1" PIPE HEATING
NEOPRENE GASKET (TYP)
SST 4"x1/8"x12" COVER W/ 1/16"
8 NO.10-24 SCREWS (TYP)
NEOPRENE GASKET AND
SST COVER W/ 1/16"
1/16" NEOPRENE GASKET (TYP)
SST 3 3/4"x1/8"x12" COVER W/
EQ SPACED (TYP)
4 SST NO. 10-24 SCREW
HEADED PLUG (TYP)
316 SST SQUARE
1" DIA THREADED
STUD @ 18" OC (TYP)
DIAMETER THREADED
FULL BASE
" DIA x 3", SST,4
THERMISTOR TUBE
" PIPE 4
3SST SCH40
THERMISTOR TUBE
" PIPE 4
3SST SCH40
"4 12'-6
1'-4"
"4 38 "8
52 "4 17 "8
52 9"
"4 12'-
1'-4"
10" "8
79 THERMISTOR TUBE
" PIPE 4
3SST SCH40
THERMISTOR TUBE
" PIPE 4
3SST SCH40
HEATING CABLE TUBE
SST SCH40 1" PIPE
O P
E N
IN
G
7"7"
1'-3"
1'-3"
1'-0"
HEATING CABLE TUBE
SST SCH40 1" PIPE
" x 24'-0"8 5 SST 5"x
MK S-212-2
MK S-212-3
"8 31"8
3" 3"
ALT. CENTERS
1" DIA WEEP HOLE @ 6"
" x 3" @ 24" OC8 3SST BAR 2" x x 24'-0" (TYP)2 1SST L 3x3x
" x 24'-0"8 5 SST 5"x
"-16 HEX NUT (TYP)4
3SST
"-16 THREAD4
HOOKED BOLT (TYP)
" DIA, 12" x 3" 4
3SST
" NPT REDUCER4
SST SCH40 1" NPT x
SST SCH40 1" NPT CAP
SST SCH40 1" PIPE
MK S-705-2
OPENING
PL
EL 15.0
L
L
L
TYP
TYP
BB
AZ
(TYP)
SCALE: A
TOP VIEW "A"
12''6''3''0
"B" 03''6''9''12'' 1'
GRAPHIC SCALES
S E
P
P
T M
O N
C T -S
.d g n
G .J .L
T .L .L
M .R .T
S T
R U
C T
U R
A L
D E
T A
IL
S
M E
T A
L F
A B
R
IC
A T
IO
N
S-705
S-705
S-705
T H
R E
A D
E D S
T U
D S
O C P
E R S
ID
E
D
IA
x S
S T F
U L L B
A S
E D
IA
P
A
IR
SECTION
SCALE: BS-705
BBDETAIL
SCALE: NTS
S-705
2 REQ'DMATL: DUPLEX SST, GRADE 2205 (UNS 32205)
SEAL PLATE MK. S-705-1
MATL: DUPLEX SST, GRADE 2205 (UNS 32205)
2 RIGHTHAND REQ'D
2 LEFTHAND REQ'D
GATE SLOT EMBED MK. S-705-2
SECTION
SCALE: AS-705
AZ
BA
S-705
EL -8.5
SECTION
SCALE: BS-705
BA
FRONT VIEW
SCALE: B
S-705
EA
S-705
EL -1.0
DETAIL
SCALE: NTS
S-705
(TYP)2
S-705
L
SECTION
SCALE: BS-705
EA
TYP
TYP
L
EL 12.75
EL -4.0
NOTES:
OWNER.
DETENT PIN D-RING FALL ARREST ANCHORS BY
DBI-SALA CONCRETE DETENT SOCKETS AND
PLUGS ARE FOR FUTURE INSTALLATION OF
1. 1" DIA THREADED HOLES AND SQUARE HEADED
@ EL -0.33
SPACING BEGINNING
@ 4'-0" O.C. VERTICAL
/1
/2
R E
P L
A C
E D D
R A
W
IN
G
/6 /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
/6 /2
PL
TYP
TYP
- 122
EL 12.75
EL -4.0
- 122
TYP
- 122
| S-202 |
| S-203 |
| S-204 |
| S-207 |
| S-208 |
| S-208A |
| S-209 |
| S-212 |
| S-307 |
| S-308 |
| S-505 |
| S-705 |
File details come from the government source that posted it. Updated .