PM_4-Amendment_4_Plans.pdf
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PLANS, AMENDMENT 0004 (Amendment 0003, posted on 09 November 2017, appears under the title, "Package".)
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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
D A
T E
F
IL
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U M
B E
R
S
IZ
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B M
IT
T E
D B
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P L
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C A
L E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
US Army Corps
SHEET OF
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
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R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
T
.3
.3
.3
.1
.4
.3
.7
.7
.4
.3
.7
Compton s C ree k
Comptons Creek
P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
.4
.2
.4
.1
.2
.1
.7
W A
L L
.2
7.9
.2
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
WW
W W
W
W
W
W
W
W
W
W
W
W W
W W
W
W W
W W
W
W
W
W
W
G .14
G .9
G
.6
G
.9
G .0
G .5
G .2
G=7.52
G
.8
G=5.44
G=5.41
G=7.61
G .8
G .3
G .4
G .6
G .6
G .9
G .3
G
.3
G .0
G
.7
G
.7
G
.7
G
.4
G=12.17
G
.3
G
.8
G
.2
G .8
G
.9
G .6
G=7.99
G .7
G .6
G .4
G
.1
G .5
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
R .6
R .9
R .8
R
.3
R .8
R .0
R .2
R .3
R
.9
R
.0
R
.3
R= 6.57
R=6.44
R=8.67
R
.0
R
.4
R .9
R .6
R .4
R=8.79
R=8.32
R
.3
R
.9
R .9
R
.9
R
.8
R
.5
R
.1
R
.2
R=13.19
R
.9
R=9.00
R
.6
R .8
R
.2
R .9
R .9
R= 6.32
R=8.02
R
.4
D
C B
C B
C B
C B
C B
G .4
R .8
R=8.50
R .4
R =7 .3
R =9 .3
R .6
R=9.75
R =5 .8
R .8
R .5
R=8.84
R .0
R .2
R=12.13
R .9
R .6
R .7
R .1
R .4
R .3
R .6
R .6
R .7
R .1
R .4
R .2
R .7
R .7
R .9
R .0
R .5
R .7
R .5
G .2
G =7 .15
G .9
G .6
G .7
G .5
G .6
G .5
G .1
G .1
G .0
G .3
G .2
G .2
G .0
G .2
G .2
G=5.50
G .4
R .0
V
IS
IB
L E
N O
P
IP
E
FROM REOCRD
R=10.99
FROM RECORD
R=10.99
S
G .1
G .0
G
.0
C B
D
G .6
C om ptons C reek
Comptons Creek
Comptons Creek
Compton s C ree k
Compton s C ree k
Comptons Creek
C o m p to n s C re e k
C om ptons C reek
Comptons Cree k
W
W
W W
W W
.9
.3
.3
.6
.4
.7
W .E
L
.3
.5
.0
W .E
L
.7
.1
.2
.3
.5
.2
.7C
B
.9
.2
P O
O L
.5
.6
.7
.5
.4
.7
.7
.6
.3
.7
C B
M B
M B
M B
.2
.1
.4
.9
.6
P O
O L
P O
O L
.6
.8
.5
.3
.9
.6
.3
.3
.7
.3
.9
.5
.7
.2
.7
C B
C B
C B
C B
M B
C B
C B
M B
M B
M B
M B
C B
C B
C B
C B
C B
C B
.9
.7
.8
.3
.3
.7
.2
.3
.6
.6
.7
.1
.3
.4
C B
C B
CB
C B
C B
C B
CB
.7
.4
.4
.8
.8
.7
.7
.6
.7
.8
.4
.8
.7
.6
.4
.7
CB
M B
M B
.7
.7
.8
.8
.5
5.6
.8
.6
.8
.7
.8
.7
.8
.6
.7
M B
M B
CB
CB
C B
C B
C B
C B
P O
O L
D
IR
T
.2
.5
.5
.2
.6
.8
.5
.4
.8
.4
.8
.2
.5
.5
.4
.1
.6
.1
.4
.6
.8
.7
.9
.3
.5
.3
.7
.8
.5
.9
.2
.8
.4
C B
C B
M B
M B
M B
.9
.7
.6
.4
.2
.8
.4
.6
.7
.5
.2
.7
.6
.3
.7
6.2
.9
.5
.2
.2
.2
.6
.9
.5
.6
.7
.2
.7
.5
.4
.9
.2
DIRT
.9
.9
.1
C B
M B
C B
MB
M B
C B
C B
M B
M B
M B
M B
M B
D
IR
T
U
C
POOL
P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
.2
.7
.5
.8
.2
.8
.4
.8
.1
.7
.7
.4
.5
.7
.6
.7
.6
.5
.1
.5
.9
.2
.3
.8
.8
.1
.4
.5
.8
.8
.2
.9
.5
.5
.6
.2
.9
.4
.9
.1
.4
.4
.9
.7
.6
.2
.1
.6
.6
.1
.2
M B
C B
M B
C B
.5
.8
.4
.4
.4
.9
.6
.6
.5
.2
.1
.9
.2
.9
.4
.17 .1
.9
.6
.7
.2
.6
.1
.9
.7
.1
.9
.0
.6
.2
.5
.3
.9
.1
.3
CB
C B
C B
M B
MB
CB
CB
C B
CB
C B
M B
M B
C B
P O
O L
P O
O L
POOL
S T
O R
A G
E
.2
.5
.1
8.5
8.6
.4
8.3
.9
.9
.4
.4
.3
.7
.2
.7
.8
.6
.9
.1
.3
.2
.8
.6
.9
.6
.3
.5
.4
.6
.2
.6
.5
.1
.4
.4
.6
.5
.9
.0
.3
.4
.5
.9
C B
C B
C B
C B
C
BC
B
MB
MB
.4
.2
.3
.2
P O
O L
P O
O L
.6
.1
.1
8.3
.8
.2
.1
8.7
8.7
.1
.3
.1
.5
.6
.9
.7
CB
MB MB
U
C
P O
O L
P O
O L
9.2
.2
9.2
.9
.9
.3
.5
.2
.7
.8
.3
.1
.6
.2
.49.8
.7
.9
.5
.3
.4
.9
9.5
.3
.6
.8
.2
.0
.9
.9
.9
.9
.6
.9
.1
.2
C
BM
B
M B
M B
M B
MB
.3
.6
.2
.3
.7
.9
.1
9.9
.5
.2
.5
.3
MB
MB
MB
M B
P O
O L
P O
O L
P O
O L
POOL
.8
.5
.2
.2
.7
.7
.4
.8
.6
.7
.7
.7
10.8
.5
.1
.6
.6
.4
.7
.2
.8
.2
.7
.7
.8
.2
.5
.5
.9
.9
.9
.0
.1
.3
.8
.1
.9
M B
M B
C B
C B
C B
C B
M B
M B
M B
MB
C B
.5
.8
P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
POOL
P O
O L
P O
O L
.3
.0
.8
MB
M B
MB
P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
POOL
POOL
P O
O L
P O
O L
POOL
P O
O L
P O
O L
P O
O L
.2
.5
.3
.41
.4
11.5
.1
.5
.2
.4
.1
.4
.2
.2
.3
.2
.5
.5
.1
.1
.3
.1
.3
.1
.2
.2
.0
C B
M B
M B
M B
M B
MB
.1
.2
P O
O L
P O
O L
P O
O L
P O
O L
POOL
.5
.2
.9
.6
.4
.5
11.9
.5
.6
.8
.6
.2
.1
.1
.5
.5
.4
.1
.1
.1
.5
.2
C B
C B
CB
C B
M B
M B
M B
.7
P O
O L
P O
O L
P O
O L
P O
O L
.3
.9
.6
.2
12.9
.7
.6
.5
.7
.1
.2
.7
.2
.3
.1
.8
.4
.1
.3
MB
M B
M B
M B
MB
.1
.9
R=12.46
P O
O L
.6
.5
.3
MB
.6
.6
.8
.5
.1
200'0 100'
26+00
27+00
28+00
29+00
30+
31+
14+00
15+00 1
12+00
13+00
10+00
11+00
7+00
8+00
9+00
5+00
6+00
3+00
4+00
1+00
2+00
0+00
N
N
E
N
N
E
N
E
E
E
N
E
032+00
33+00
34+00
T
T
+0
T
+0
T
T
' 6
4'
6'
7'
+0
0T
1+ T
5'
3'
' 8
0+00T
8+99T
4'
T
3'
5'
3'
15" D
I=
.6
I=
.6
G
S
3.00
I= 3.0
I=
.5
I=
.5
6" G
6" W
8" S
8" S
.3
I= 4.27
I= .2
I=-1.02
I=
.3
I=-1.03
I=
.3
6" G
2" G
8" W
W
W
.6
I= .0
S
8" S
I=1.01 I=0.91
I= .0
O U
TFA
LL
2" G
8" W
W
W
D
D
8" S
I= .0
8" S
12" S
I=
.7
I= .6
I =-2.36
I=
.6
I= .7
2" G
G
2" G
I= .8
I= .0
I= .8
I= .3
I=2.84
S
I=
.3
I= .10
I=
.5
I=-0.93
I=-11.56
I= .5
I= .4
I= .8
"D
D
G
6" W
W
W
W
W 6
W
D
12" S
I= .7
I= .7
30" S
30" S
S
S
I=-11.59 I=
.6
I= .2
I=-11.43 I=-11.43
I=
.4
D
D
2" G
G
G
6" W
S
O F
D E B R
IS
V
IE
W
F U
LL
O B S T R
U C T E D
I=4.11
I= .9
I= .8
I= .6
I= .3
I= .7
I= .7
I= .9
I= .8
I= .0
I= .0
I= .8
I= .8
I= .1
I= .8
I= .6
8" S
S
S
S
S
S
S
I=-11.47 I=0.89
I= .0
I=
1.2
I= 1.6
I=
.7
I=-2.53
I=
.5
I= .3
I= 1.4
I=-2.58
I= .0
I= .2
I= .8
I= 1.6
I=
.4
I=
.1
.3
I= .6
I= .10
I= .1
I= .2
D
D
D
2" G
G
G
G
G
G
6" W
W
W
W
W
W
S
S
O F
D E B R
IS
V
IE
W
F U L L
O B S T R
U C T E D
O F
D E B R
IS
V
IE
W
F U L L
O B S T R
U C T E D
S
.8
I= .0
I=
.9
I
I= .3
I= .3
R E
C O
R D
F R
M
G
G
G
6" W
W
8" S
F
E
B R
IS
V
IE
W
F
U L L
O B
S T
R U
C T
E D
I=4.58
I= .4
I= .1
8" S
S
S
S
I=
.3
I=
.3
12" D
G
G
W
D
D
D
I= .4
S
I= .3
I= .5
I=
.5
I=0.96
I= 1.3
N
T
K N
O W
N
P
IP
C
N N
E C
T
IO
N
D
G
6" W
W
W
W
D
S
S
I= .7
I= .0
I= .7
S
I= .3
I
N O T
K
N O
W N
P
IP
E
C
O N
N E C T
IO
N
D
G
G
2" G6" W
W
W
W
D
I= .15
I= .3
I= .4
I= .3
I= .6
I= .3
S
S
8" S
S
S
S
S
I= .0
I=
.1
I=0.03
I= .1
I= .1
I= .4
I=1.66
I= .3
I= .0
I= .0
I= .6
I= .4
I= 1.19
I= 1.8
I= .4
O U
T F
A L
L
I
I= .9
I= .9
I=0.28
D
D
D
D
D
G
2" G
G
2" G
2" G
G
W
W
W
W
W
S
S
I= .4
I= 3.44
I= .4
I= .4
S
S
S
S
I= .2
I= .8
I= .9
I= .0
I=0.42
I= .3
I=
.0
.8
I= .2
I=0.42
I= .0
I=
.0
I= .3
I= .9
I= .6
I= .3
I= .4
I=1.21
I= .5
I=2 .4
I= .3
I= .0
P
IP
E
E
N D
C O
U L
T
L
O C
A T E
P
IP
E
E
N D
C O
U
T
L
O C
A T E
I= .4
O U
T F
A L
L
O U T F
A L L
I= .0
I= 1.9
D
D
2" G
G
W
W
W
D
D
12" D
S
15" D
I= .4
S
8" S
S
8" S
S
I=
.1
I=
.0
I= .0
I= .8
I= .5
I= .4
I .4
I .2
I=6.14
I .0
I .0
I=6.08
I= .9
I= .3
I=2 .19
I= .7
I= .0
I=6.00
I= .7
15" D
D
G
G
W
15" D
S
I=
.2
I=
.3
I=
.2
I=3.18
I=
.4
I=6.12 15" D
2" G
2" G
W
6" W
6" W
S
S
8" S
S
8" S
S
S
I= 2.43
I= 1.9
I=4.31
I= .1
I= .6
I= .0
I=
.8
I= 2.61
I=5.12
I= .8
I= .5
I= .0
I= 3.10
I=
.8
1.9
I= .3
I= .8
V
IS
IB
L E
N O
P
IP
E S
G
12" D
S
S
I= 9.29
I= .3
I=
.3
S
S
I=4.31
N O
T
F
O U
N D
P
IP
N N
E C
T
IO
N
4" G 6" W
I= .1
I= .8
I= .3
I= .7
I= .3
I= .7
S
I= .7
I= .8
I= 9.2
I= .4
I= .3
S
S
8" S
S
S
I
.0
I=2.14
I= 3.82
I=3.40
I= .6
I=
.1
I= .4
I= .6
I= .0
D
4" G
W
I= .8
8" S
8" S
S
I=3.14 I=3.14
S
S
S
I= .9
I=
.8
I= .2
I= .9
I=
.4
I= .0
I=4.06
I=5.54
I= .5
I=-3.70
I= .0
I= .9
I=2.99
I=3.19
OUTFALL
15" D
4" G
S
S
8" S
S
S
I=
.6
I=-4.64
6" W
S
I =-3.88
I=
.3
I=
.0
I=
.3
S
8" S
I=
.3
S
I=
.7
S
I=
.4
I=
.4
I .1
I=6.15
.3
O
U T F
A L L
TURBIDITY BARRIER
ESTABLISH ACCESS ROAD
SILT FENCE
EXISTING PAVEMENT
STAGING AREA 4A
-1
.d g n
G-108 12 148
C O
N T
R O
L P
L A
N
S O
IL
E
R O
S
IO
N S
O
IL
E
R O
S
IO
R
V I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
STAGING AREA 4B
D E
C
TURBIDITY BARRIER
DISTURBANCES, OR IN THEIR PROPER SEQUENCE, UNTIL PERMANENT PROTECTION IS ESTABLISHED.
FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY" PRIOR TO ANY MAJOR CONSTRUCTION
ALL SOIL AND EROSION CONTROL DEVICES SHALL BE IN PLACE IN ACCORDANCE WITH THE "STANDARDS3.
REFER TO SHEETS C-101 THROUGH C-107 FOR THE SITE PLANS.2.
REFER TO SHEETS C-501 THROUGH C-503 FOR EROSION AND SEDIMENT CONTROL DEVICE DETAILS.1.
NOTES
A
T C
H L
IN
E O
N /S -1
-0
-3
J A
P
J A
P
A N
S I
D
S-101
S-101
FLOODWALL PLAN OVERVIEW STA 0+00 TO STA 8+20
1/32":1'
S-101
FLOODWALL PLAN OVERVIEW STA 8+20 TO STA 17+80
1/32" : 1'
F L
O O
D W
A L L P
L A
N
O V
E R
V
IE
W P
A R
FLOOD SIDE
FLOOD SIDE
PROTECTED SIDE
PROTECTED SIDE
S -1
F
L O
O D
W A
L L P
L A
N O
V E
R V
IE
W P
A R
T .d g n
PILE LOAD TEST AREA 1
PILE LOAD TEST AREA 2
048 16 32
" =1'32
SCALE:
1 2 3
68 73 (COMPRESSION)SECONDARY TEST PILE
58 73 (COMPRESSION)PRIMARY TEST PILE
@ EL -0.5 (SEE NOTE 5) (KIPS) (SEE NOTE 4)
EMBEDMENT PILE LENGTH (FT) TEST LOAD PILE LOAD TEST AREA 1
68 73 (COMPRESSION)SECONDARY TEST PILE
58 73 (COMPRESSION)PRIMARY TEST PILE
@ EL -0.5 (SEE NOTE 5)
PILE LENGTH (FT) (KIPS) (SEE NOTE 4)
EMBEDMENT TEST LOAD PILE LOAD TEST AREA 2
P
IL
E L
E N
G T
H N
O T
E A
D D
E D
4. TEST PILE SHALL BE LOADED TO A MAXIMUM OF 300% OF THE TEST LOAD SHOWN HERE PER SPEC 31 62 16.16
SHEET PILE CUT-OFF WALL IS AT CENTERLINE OF FLOODWALL STEM UNLESS NOTED OTHERWISE. 3.
BEND MONOLITHS ARE SHOWN ON SHEETS S-105 AND S-1062.
BEND POINT DENOTED AS P# AND MONOLITH NUMBER DENOTED AS #1.
NOTES:
SOIL BETWEEN THE CASING AND THE PILE FOR THIS ADDITIONAL LENGTH.
CONTRACTOR SHALL INSTALL A CASING AROUND THE PILE FOR THE ADDITIONAL LENGTH AND SHALL REMOVE THE
BETWEEN THE SOIL ELEVATIONS AT THE TEST LOCATIONS AND THE BOTTOM OF THE FLOODWALL. THE
5. CONTRACTOR SHALL ADD ADDITIONAL LENGTH TO THE TEST PILE LENGTH TO ACCOUNT FOR THE DIFFERENCE
D E
C
P1
P4
P2
NN
M
ATCHLINE O
N 1/S-102
24'-0"
@ 30FT UNO
MONOLITH EXPANSION JOINT
@ 30FT UNO
MONOLITH EXPANSION JOINT
STA 12+78 TO STA. 13+08
TRANSITION MONOLITH,
STA 7+98 TO STA. 8+28
TRANSITION MONOLITH,
NN
P3
DRAINAGE STRUCTURE, C1-1
OTHERWISE VERTICAL
BATTER DIRECTION AS SHOWN
HP 12X84 PILES TYP.
M A
T C
H L
IN
E O
N /S -1
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
T
16+00
17+00
15+30
15+40
15+50
15+60
15+70
15+80
15+90
16+10
16+20
16+30
16+40
16+50
16+60
16+70
16+80
16+90
17+10
17+20
17+30
17+40
17+50
17+60
17+70
17+80
NNNN
POOL
W W
U/C
P O
O L
STORAGE
NNNN
WOODED
P O
O L
P O
O L
POOL
POOL
POOL
POOL
P O
NN
P14
P12
P13
DRAINAGE STRUCTURE, C2-MAIN
DRAINAGE STRUCTURE, C2-3
UNO
JOINT @ 30FT
EXPANSION
MONOLITH
18'-0" 24'-0"
18'-0"
18'-0"24'-0"18'-0"
C O
N T O
N /S -1
CONT ON 2/S-102
-0
H
K
J A
P
J A
P
A N
S I
D
S-102
F L
O O
D W
A L L P
L A
N
O V
E R
V
IE
W P
A R
T
S-102
FLOODWALL PLAN OVERVIEW STA 17+80 TO STA 26+60
1/32":1'
S-102
FLOODWALL PLAN OVERVIEW STA 26+60 TO STA 34+00
1/32" : 1'
FLOOD SIDE
FLOOD SIDE
PROTECTED SIDE
PROTECTED SIDE
S -1
F
L O
O D
W A
L L P
L A
N O
V E
R V
IE
W P
A R
T .d g n
(CAMPBELL GATE)
C A
M P
B E
75 76 77
86 87
104 105 106 107
108 109 110 111
114 115 116 117 118
P
IL
E L
E N
G T
H N
O T
E A
D D
E D
D E
C
5.
TEST PILE SHALL BE LOADED TO A MAXIMUM OF 300% OF THE TEST LOAD SHOWN HERE PER SPEC 31 62 16.16 4.
SHEET PILE CUT-OFF WALL IS AT CENTERLINE OF FLOODWALL STEM UNLESS NOTED OTHERWISE. 3.
BEND MONOLITHS ARE SHOWN ON SHEETS S-105 AND S-1062.
BEND POINT DENOTED AS P# AND MONOLITH NUMBER DENOTED AS #1.
NOTES:
THE CASING AND THE PILE FOR THIS ADDITIONAL LENGTH.
SHALL INSTALL A CASING AROUND THE PILE FOR THE ADDITIONAL LENGTH AND SHALL REMOVE THE SOIL BETWEEN
BETWEEN THE SOIL ELEVATIONS AT THE TEST LOCATIONS AND THE BOTTOM OF THE FLOODWALL. THE CONTRACTOR
CONTRACTOR SHALL ADD ADDITIONAL LENGTH TO THE TEST PILE LENGTH TO ACCOUNT FOR THE DIFFERENCE
1/S-102
ON
CONT
DRAINAGE STRUCTURE, C2-4
P5
P6
P8
P9
P7
P10
P11
NN
DRAINAGE STRUCTURE, C1-MAIN
PILE LOAD TEST AREA 4
18'-0"
18'-0"
36'-0"
24'-0" 18'-0"
18'-0" 18'-0"
18'-0"
19'-3"
TEST AREA 3
PILE LOAD
TEST AREA 5
PILE LOAD
STA. 23+98.25 TO STA. 24+28.25
TRANSITION MONOLITH
UNO
JOINT @ 30FT
EXPANSION
MONOLITH
85145 (COMPRESSION)SECONDARY TEST PILE
75145 (COMPRESSION)PRIMARY TEST PILE
@ EL -4 (SEE NOTE 5)(KIPS) (SEE NOTE #4)
EMBEDMENT PILE LENGTH (FT)TEST LOAD PILE LOAD TEST AREA 3
7293 (COMPRESSION)SECONDARY TEST PILE
6293 (COMPRESSION)PRIMARY TEST PILE
@ EL -2.5 (SEE NOTE 5)(KIPS) (SEE NOTE #4)
EMBEDMENT PILE LENGTH (FT)TEST LOAD PILE LOAD TEST AREA 4
128 (TENSION)
85131 (COMPRESSION),SECONDARY TEST PILE
128 (TENSION)
75131 (COMPRESSION),PRIMARY TEST PILE
@ EL -6 (SEE NOTE 5)(KIPS) (SEE NOTE #4)
EMBEDMENT PILE LENGTH (FT) TEST LOADPILE LOAD TEST AREA 5
048 16 32
" =1'32
SCALE:
CONT ON 1/S-103
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
T
0+
0 1
0 1 0 1 0 1 0 1 0 1 0 1
0 1
0 1
0 2
0 2
0 2
0 2
0 2
G
W
W W
B R
ID
V
E E
K
C o m p to n s C re e k
P15
P16
PILE LOAD TEST AREA 6
-0
H
K
J A
P
J A
P
A N
S I
D
S-103
F L
O O
D W
A L L P
L A
N
O V
E R
V
IE
W P
A R
T
S-103
FLOODWALL PLAN OVERVIEW STA 46+36 TO 48+49
1/32" : 1'
048 16 32
" =1'32
SCALE:
FLOOD SIDE
S -1
F
L O
O D
W A
L L P
L A
N O
V E
R V
IE
W P
A R
T .d g n
S-103
FLOODWALL PLAN OVERVIEW STA 34+00 TO STA 36+39
1/32" : 1'
(BROADWAY GATE)
P
IL
E L
E N
G T
H N
O T
E A
D D
E D
D E
C
P17
P18
MONOLITH JOINT @ 30FT UNO
DRAINAGE STRUCTURE, C2-1
NN
5.
SHEET PILE CUT-OFF WALL IS AT CENTERLINE OF FLOODWALL STEM UNLESS NOTED OTHERWISE. 4.
BEND MONOLITHS ARE SHOWN ON SHEETS S-105 AND S-1063.
BEND POINT DENOTED AS P# AND MONOLITH NUMBER DENOTED AS #2.
LEVEE TO FLOODWALL TRANSITION DETAIL ON SHEET S-1041.
NOTES:
ADDITIONAL LENGTH AND SHALL REMOVE THE SOIL BETWEEN THE CASING AND THE PILE FOR THIS ADDITIONAL LENGTH.
AT THE TEST LOCATIONS AND THE BOTTOM OF THE FLOODWALL. THE CONTRACTOR SHALL INSTALL A CASING AROUND THE PILE FOR THE
CONTRACTOR SHALL ADD ADDITIONAL LENGTH TO THE TEST PILE LENGTH TO ACCOUNT FOR THE DIFFERENCE BETWEEN THE SOIL ELEVATIONS 6.
TEST PILE SHALL BE LOADED TO A MAXIMUM OF 300% OF THE TEST LOAD SHOWN HERE PER SPEC 31 62 16.16
PILE LOAD TEST AREA 7
128 (TENSION)
85131 (COMPRESSION)SECONDARY TEST PILE
128 (TENSION)
75131 (COMPRESSION)PRIMARY TEST PILE
@ EL -6 (SEE NOTE #6)(KIPS) SEE NOTE #5
EMBEDMENT PILE LENGTH (FT)TEST LOADPILE LOAD TEST AREA 6
64101 (COMPRESSION)SECONDARY TEST PILE
54101 (COMPRESSION)PRIMARY TEST PILE
@ EL -2.5 (SEE NOTE #6)(KIPS) SEE NOTE #5
EMBEDMENT PILE LENGTH (FT)TEST LOADPILE LOAD TEST AREA 7
FLOOD SIDE
PROTECTED SIDE
PROTECTED SIDE
STA. 47+12.61 TO STA. 47+42.61
TRANSITION MONOLITH,
/S-102
ON 2
CONT
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
T
36+00
37+00
0 3
35+50
35+60
35+70
35+80
35+90
36+10
36+20
36+30
36+40
36+50
36+60
36+70
36+80
36+90
37+10
37+20
37+30
0 4
0+00
G
G
0+00
A
P
J A
P
A N
S I
D
S-107
GATE STOP
ROLLER GATE
4'-0"4'-0"
57'-0" OPENING
65'-0" GATE LENGTH
L
"2 11'-10
S-303
F O
U N
D A
T
IO
N P
L A
N
A N
D S
C H
E M
A T
IC
C VERTICAL BEARING BARS. CRS
S-520
150'-0"
6'-0" SPACING TYP. (UNO)
8'0 4' 16'
"=1'8
SCALE:
13'-6"
CLOSURE WINCH
OPENING WINCH
VERTICAL PULLEY BLOCK
CRS TRACK PLATE V-NOTCH TRACK
CRS VERTICAL SEAL PLATE
STEEL RAILING SYSTEM
3' WIDE FLOODWALL
S-303
6'-6"
CRS SEAL PLATE
OTHERWISE VERTICAL
BATTER DIRECTION (SLOPE 1H:3V) AS SHOWN,
12X84 H PILES, TYP.
24'-0"
S-305
S-107
CAMPBELL CLOSURE GATE FOUNDATION PLAN (STA 22+78.25 TO STA 24+28.25)
"= 1'8
SCALE:
S-107
PLAN - CAMPBELL CLOSURE GATE IN STORED POSITION
"= 1'8
SCALE:
C A
M P
B E
L L C
L O
S U
R E G
A T
E
PROTECTED SIDE
PROTECTED SIDE
FLOOD SIDE
FLOOD SIDE
3'-0" SPACING TYP. (UNO)
BOT OF FOOTING EL -2.5
BOT OF FOOTING EL -2.5
30'-0" 30'-0"18'-0"18'-0"30'-0"
S-303
BOT OF FOOTING EL -4.5
-0
-3
GATE
WITH HINGED ENTRY
ACCESS LADDER
4'X6' PILASTER NO.2
4'X6' PILASTER NO.1
CONCRETE PLATFORM
WINCH REINFORCED
2.5' WIDE FLOODWALL
VERTICAL PULLEY BLOCK
GATE STOP
STEEL RAILING SYSTEM
CONCRETE PLATFORM
WINCH REINFORCED
GATE
WITH HINGED ENTRY
ACCESS LADDER
SLAB, EL. +4.1
GATE MONOLITH
3'-0" 3'-0" 12'-0"
D E
C
P
IL
E A
N D D
IM
E N
S
IO
N S
P A
C E C
H A
N G
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
T
B E
C
B E
C
A N
S I
D
S-108
GATE STOP ROLLER GATE
F O
U N
D A
T
IO
N P
L A
N
A N
D S
C H
E M
A T
IC
CONCRETE PLATFORM
WINCH REINFORCED
CONCRETE PLATFORM
WINCH REINFORCED
C H
K
VERTICAL PULLEY BLOCK
BLOCK
PULLEY
VERTICAL
CRS TRACK PLATE
CRS SEAL PLATE
V-NOTCH TRACK
STEEL RAILING SYSTEM
2' FLOODWALL
STOP
GATE
S-304
S-304
6'-0"
4'-0" 17'-6"
3'-6"8'-6"5'-9"6'-0"3'-0"
SLAB, EL. +5.2
GATE MONOLITH CLOSURE WINCH
22' ±
BROADWAY ROADWAY WIDTH 4'X4' PILASTER NO. 4
2' WIDE FLOODWALL SYSTEM
STEEL RAILING
WINCH
OPENING
NO. 3
4'X4' PILASTER
30'-0" 30'-0" 26'-9" 30'-0"
SCALE: 1/6" = 1'
0 3' 6' 12'
B R
O A
D W
A Y C
L O
S U
R E G
A T
E
S-108
PLAN - BROADWAY CLOSURE GATE IN STORED POSITION
SCALE: 1/6" = 1'
PROTECTED SIDE
PROTECTED SIDE
FLOOD SIDE
FLOOD SIDE
S-108
BROADWAY CLOSURE GATE FOUNDATION PLAN (STA 47+12.61 TO 48+49)
SCALE: 1/6" = 1'
3'-0"
2'-9"
5'-9"
3'-0"3'-0"
OTHERWISE VERTICAL
AS SHOWN,
BATTER DIRECTION (1H:3V)
12X84 H PILES, TYP.
BOT OF FOOTING, EL. -3.0
BOT OF FOOTING, EL. -2.5
12'-0"
-0
-3
HINGED ENTRY GATE
ACCESS LADDER WITH
HINGED ENTRY GATE
ACCESS LADDER WITH
35'-0" OPENING
CRS VERTICAL SEAL PLATE
43'-0" GATE LENGTH
BOT OF FOOTING, EL. -2.5
S-306
D E
T A
IL
S C
H A
N G
E D
5'-3"5
D E
C
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
T
0.8217ft
0.8567ft
NN
0.8217ft
0.8567ft
HORIZ- #6 @ 12" O.C.
VERT- #9 @ 10" O.C.
(SEE NOTE 3 & 4)
PILE LENGTH, 75FT
A
P
J A
P
A N
S I
D
S-301
T Y
P
IC
A L F
L O
O D
W A
L L S
E C
T
IO
N
HP12X84
HORIZ- #6 @ 12" O.C.
VERT- #9 @ 10" O.C.
TOP & BOT
#9 @ 10" O.C.
TOP & BOT
#8 @ 12" O.C.
B/PILE CAP EL -4.0
T/PILE CAP EL -0.5
HORIZ- #8 @ 12" O.C.
VERT- #10 @ 6" O.C.
TOP & BOT
#8 @12" O.C.
HP12X84
TOP & BOT
#10 @ 6" O.C.
TAPER EL +6.0
T/WALL EL +13.0
B/PILE CAP EL +1.5
T/PILE CAP EL +4.0
GROUND LEVEL EL +7.0
APPROX MINIMUM
T/WALL EL +13.0
B/PILE CAP EL -0.5
T/PILE CAP EL +2.0
GROUND LEVEL EL +5.0
APPROX MINIMUM
FLOOD SIDE PROTECTED SIDE
FLOOD SIDE PROTECTED SIDE
T/WALL EL +13.0
FLOOD SIDE PROTECTED SIDE
GROUND LEVEL EL +2.5
APPROX MINIMUM
4'-0" 4'-0"
2'-0"
2'-0"
5'-0" 5'-0"
2'-0"
M
IN
E
M B
E D
M E
N T
2'-0"
6'-3"2'-6"6'-3"
2'-0"
"2 12'-5
")4 ("8
")4 ("8
"2 12'-5
A706 GRADE 60
#9 REBAR, ASTM
(FIXED)
PILE CONNECTION TOP VIEW
(SEE NOTE 3 & 4)
PILE LENGTH, 60FT
BOT EL -20
CUTOFF WALL
PZ22
(SEE NOTE 3 & 4)
PILE LENGTH, 60FT
BOT EL -20
CUTOFF WALL
PZ22
BOT EL -20
CUTOFF WALL
PZ22
1'-4" MIN
1'-4" MIN
PILE CONNECTION ARE PINNED.
NOTES:
PILE CONNECTION ARE PINNED.
NOTES:
PILE CONNECTIONS ARE FIXED.
NOTES:
M
IN
E
M B
E D
M E
N T
1'-4" MIN.
CLEAR COVER
4" MIN.
M
IN
E
M B
E D
M E
N T
TOP & BOT
#8 @ 12" O.C.
TOP & BOT
#9 @ 10" O.C.
COVER
4" MIN. CLEAR
COVER
4" MIN. CLEAR
2'-0"
S-301
TYPICAL T - FLOOD WALL SECTION STA. 0+00 TO STA. 7+98
SCALE 2/5" = 1'
S-301
TYPICAL T - FLOOD WALL SECTION STA. 8+28 TO STA. 12+78
SCALE 2/5" = 1'
S-301
TYPICAL T - FLOOD WALL SECTION STA. 13+08 TO STA. 22+78.25
" = 1'2/5SCALE
M
IN
S-301
FIXED PILE CONNECTIONS
SCALE: NTS
BATTERED PILE CONNECTIONVERTICAL PILE CONNECTION
")4 ("8
")4 ("8
"4
'-9
1'-4"
'-6
A706 GRADE 60
#9 REBAR, ASTM
A706 GRADE 60
#9 REBAR, ASTM
-0
-3
FLUTED FIN FINISH, TYP.
P
IL
E C
O N
N E
C T
IO
N D
E T
A
IL
C
H A
N G
E D
PASSING THRU THE PILES.
MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBARS 10.
PINNED PILE CONNECTIONS LOCATED IN 5/S-302.9.
FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.8.
METHODS.
TO FACILITATE CONSTRUCTION AS PART OF CONTRACTOR'S MEANS AND
MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, OR MUD SLAB 7.
T-FLOODWALL SECTION STA. 12+78 TO STA. 13+08 LOCATED IN 2/S-520.6.
T-FLOODWALL SECTION STA. 7+98 TO STA. 8+28 LOCATED IN 1/S-520.5.
BOTTOM TIP ELEVATION.
BATTER PILES BOTTOM TIP ELEVATION SHALL MATCH THE VERTICAL PILES 4.
ACTUAL PILE LENGTHS SHALL BE BASED ON THE PILE LOAD TEST.
THE PILE LENGTHS ARE STATED FOR ESTIMATING PURPOSES ONLY. THE 3.
SHEET S-303 AND S-304.
THE TYPICAL FLOODWALL SECTIONS FOR THE CLOSURE GATES ARE SHOWN ON 2.
S-307 TO S-310.
THE TYPICAL FLOODWALL SECTIONS FOR THE PIPES ARE SHOWN ON SHEET 1.
NOTES:
12"
12"
12"
12"1 "1
1'-10"
'-0
D E
C
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
A
P
J A
P
A N
S I
D
S-302
T Y
P
IC
A L F
L O
O D
W A
L L S
E C
T
IO
HORIZ- #8 @ 12" O.C.
VERT- #10 @ 6" O.C.
TOP & BOT
#10 @ 6" O.C.
TOP & BOT
#8 @ 12" O.C.
TOP & BOT
#10 @ 6" O.C.
HORIZ- #8 @ 12" O.C.
VERT- #10 @ 6" O.C.
TOP & BOT
#8 @ 12" O.C.
FLOOD SIDE FLOOD SIDE PROTECTED SIDE
T/WALL EL +13.0
T/PILE CAP EL -2.5
TAPER EL +6.0
APPROX MIN GROUND
LEVEL EL +0.5
T/WALL EL +13.0
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
APPROX MIN GROUND
LEVEL EL +4.0
HP12X84
S-302
TYPICAL T - FLOOD WALL SECTION STA. 24+28.25 TO STA. 36+39
SCALE 2/5" = 1'
THREE BULB WATERSTOP
(T Y
P
W A
T E
R S
T
P
C T
H R
E E B
U
THREE BULB WATERSTOP
TEE (┴) WATERSTOP JOINT
FACTORY FABRICATED
3"
S-302
WITH SHEET PILE CUT-OFF WALL
TYPICAL T - FLOOD WALL MONOLITH JOINT
SCALE 2/5" = 1'
S-508
(TYP.)
WATERSTOP MATERIAL
WITH HYDROPHILIC
TO A MIN. DEPTH OF 3"
WIDTH OF WATERSTOP
PACK VOID OVER
(SEE NOTE 3)
PILE LENGTH, 60FT
PROTECTED SIDE
B/PILE CAP EL -6.0
COVER
4" MIN. CLEAR
COVER
4" MIN. CLEAR
PLAN VIEW
SIDE VIEW
L
/2
PILE FLANGE
SPLICER
(AS REQUIRED)
BACK-UP PLATE
PILE SPLICER
HP 12X84
2'-9"
M
IN
E
M B
E D
M E
N T
2'-9"
M
IN
E
M B
E D
M E
N T
(SEE NOTE 3 &4)
PILE LENGTH, 75FT
BOT EL -20
CUTOFF WALL
PZ22
BOT EL -20
CUTOFF WALL
PZ22
PILE CONNECTIONS ARE FIXED
NOTES:
PILE CONNECTIONS ARE FIXED
NOTES:
CUT-OFF WALL
PZ22
TYP.
S-302
AND STA. 47+42.61 TO 48+49
TYPICAL T - FLOOD WALL SECTION STA. 46+36 TO STA. 47+12.61
SCALE 2/5" = 1'
PROTECTED SIDEFLOOD SIDE
2'-0"
3'-0"
2'-0"
6'-0"6'-0"
1'-4" MIN.
6'-6" 6'-6"
1'-4" MIN.
S-302
PILE SPLICE DETAIL
SCALE: NTS
1'-6"
1'-4" MIN.
'-4
VERTICAL PILE CONNECTION BATTERED PILE CONNECTION
S-302
PINNED PILE CONNECTIONS
SCALE: NTS
2'-0"
2'-0"
-0
-3
TYP.
FLUTED FIN FINISH,
TYP.
FLUTED FIN FINISH,
9.
CONTRACTOR'S MEANS AND METHODS.
OR MUD SLAB TO FACILITATE CONSTRUCTION AS PART OF
MINIMUM OF 6" CRUSH STONE BASE, SHOWN SCHEMATICALLY, 8.
BROADWAY CLOSURE GATE IS AT STA. 47+94 TO STA. 47+90.7.
LOCATED IN 4/S-519.
T-FLOODWALL SECTION STA. 47+12.61 TO STA. 47+42.61 6.
LOCATED IN 3/S-520.
T-FLOODWALL SECTION STA. 23+98.25 TO STA. 24+28.25 5.
VERTICAL PILE BOTTOM TIP ELEVATION.
BATTER PILE BOTTOM TIP ELEVATION SHALL MATCH THE 4.
ON THE PILE LOAD TEST.
PURPOSES ONLY. THE ACTUAL PILE LENGTHS SHALL BE BASED
THE PILE LENGTHS ARE STATED FOR ESTIMATING 3.
GATES ARE SHOWN ON SHEET S-303 AND S-304.
THE TYPICAL FLOODWALL SECTIONS FOR THE CLOSURE 2.
ARE SHOWN ON SHEET S-307 TO S-310.
THE TYPICAL FLOODWALL SECTIONS FOR THE PIPES 1.
NOTES:
PASSING THRU THE PILES.
MAXIMUM 1" OFFSET ON BOTH SIDES OF H-PILES ALLOWED FOR REBAR 11.
FIXED PILE CONNECTIONS LOCATED IN 4/S-301.10.
FLOODWALLS SHALL BE STAINED AND HAVE AN ANTI-GRAFFITI COATING.
HORIZONTALLY
LONG SPACED 6.25"
1" DIAM, SHEAR STUDS, 5"
HORIZONTALLY
5" LONG SPACED 6.25"
1" DIAM, SHEAR STUDS,
P
IN
N E
D C
O N
N E
C T
IO
N D
E T
A
IL
U
P D
A T
E D
D E
C
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
1/2" END SEAL SKIN PLATE
GUIDE RAIL CAMPBELL EL. +4.1
GUIDE RAIL BROADWAY EL. +5.2
J-BULB SEAL
1" THK BLACK BORDER, RIVETED
WITH 9" TALL BLACK LETTERS AND
FOLDING REFLECTIVE WHITE SIGN
NORTH ABUTMENT FACE
END DIAGRAPH
MAIN SKIN PLATE
VERTICAL BULB SEAL
HORIZONTAL BULB SEAL
1/4
1/4
1/4
SMOOTH TRACK PLATE
CAMPBELL EL. +4.14
BROADWAY EL. +5.24
SEAL PL
1/4
1/2" DIAPHRAGM (BEYOND)
V-GROOVED TRACK
SEE NOTE 1 (TYP)
SMOOTH CASTERS,
STRIPES @45DEG ANGLE
WHITE 4IN WIDE REFLECTIVE
PAINT ALTERNATING ORANGE AND
STRIPES @45DEG ANGLE, RIVETED
WHITE 4IN WIDE REFLECTIVE
ALTERNATING ORANGE AND
(SEE NOTE 2)
2 LOCATIONS
CASTER,
GROOVED
PL (TYP)
1/2" STIFFENER
SMOOTH TRACK PLATE
V-GROOVED TRACK
1/4
1/4
1/4" SEAL PRESET, TYP. ALL SEALS
END DIAGRAPH
/2
4"
AND 1" THK BLACK BORDER.
WITH 9" TALL BLACK LETTERS
REFLECTIVE WHITE SIGN
CLOSED
ROAD
5'-0"
/8
/4
6"
LONG @ 1FT VERT
" DIA HEADED STUD 6.75" 2
5'-0"
"8 1/2"
4'-0"
4'-0" 4'-0"
6"
3"
4'-0"
6"
3"
E
C
A N
S I
D
S-503
C H
K
C ABUTMENTL
FLOODSIDE PROTECTED SIDE
L
L
CAMPBELL GATE, EL. +12.52
BROADWAY GATE, EL. +12.56
C TOP GIRDER
S-503
CLOSURE GATE- WARNING SIGNAGE (PROTECTED SIDE)
NTS
S-503
CLOSURE GATE- WARNING SIGNAGE (FLOOD SIDE)
NTS
T/GATE EL. +13.0
S-503
CLOSURE GATE SECTION
NTS
S-503
END SEAL PLATE DETAIL
NTS
R T
CAMPBELL, WT6X11
BROADWAY, WT6X9.5
INTERCOSTAL
CAMPBELL GATE, EL. +5.74
BROADWAY GATE, EL. +.6.33
C BOTTOM GIRDER
C L
O S
U R
E G
A T
E D
E T
A
IL
S
S-503
SOUTH VERTICAL SEAL DETAIL
NTS
S-503
NORTH VERTICAL SEAL DETAIL
NTS
S-503
CAMPBELL AVE GATE ABUTMENT DETAIL
NTS
S-503
BROADWAY AVE GATE ABUTMENT DETAIL
6"
3"
6"
3"
-0
-3
ALL WELDS SHALL BE CONTINUOUS AND WRAPPED (IF POSSIBLE).3.
AND 4 IN WIDE WITH AN OVERALL HEIGHT OF 11IN FOR CAMPBELL GATE.
GROOVE CASTERS ARE 3 IN WIDE WITH AN OVERALL HEIGHT OF 10 IN FOR BROADWAY GATE 2.
AND 3 IN WIDE WITH AN OVERALL HEIGHT OF 11IN FOR CAMPBELL GATE.
SMOOTH CASTERS ARE 3 IN WIDE WITH AN OVERALL HEIGHT OF 8 IN FOR BROADWAY GATE 1.
NOTES:
3. HEADED STUDS TO BE ASTM A709. WELD PER AWS D1.6
2. SEAL BAR TO BE ASTM A240, TYPE 316 STAINLESS STEEL
1.FINISH SEAL PLATES TO 125 MICROINCHES
NOTES:
M A
T E
R
IA
L C
H A
N G
E A
N D N
O T
E A
D D
E D
D E
C
C ABUTMENTL
T/CONCRETE
/4
/8
6.75" LONG @ 1FT VERT
" DIA HEADED STUD 2
6"
C ABUTMENTL C ABUTMENTL
C ABUTMENTL
GIRDER FLANGE
SKIN PLATE
SEAL CLAMP BAR
GIRDER FLANGES
BEARING BAR, TYP. @
STAINLESS STEEL)
(ASTM A240, TYPE 316
1/2" RADIUS, TYP.
TYP.
SEAL WELD
TYP.
C ABUTMENTL
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
T
ROAD
CLOSED
PULL DIRECTION
2"
/1
2 1/2"
/8
GIRDER END
1/8" RADIUS ALL EDGES, TYP.
GIRDER WEB
BOTTOM
2"
2"
4"
MOLDED OUTSIDE BULB 90 DEG CORNER
PL 3/4"x4"
4"
/2 "1 /4
/2
3/4" R
SKIN PLATE ABOVE
FLANGE
GIRDER
BOTTOM
2"
5/8" DIA. HEADED STUDS, 4 TOTAL
1/4
1/2" PIN PL
Ø 1 5/16" HOLE
/2 S
Q P
L
/2
4'
Ø 1 5/16" HOLE
1/4
1/2" PIN PL
4"
1'-6"
1'-3"
1"
4 1/2"
SLOTTED HOLES
1 1/16" HOLE x 3"
EDGES, TYP.
1/8" RADIUS ALL
Ø 5/8"
2 1/2"
/1
Ø 1 5/16" HOLE, TYP
1" R
4"7 7/8"
/2
BEND, TYP.
FACTORY VULCANIZED
MITER
FACTORY FULCANIZED
PULL DIRECTION
Ø 5/8"
E
C
A N
S I
D
S-504
C H
K
ARRANGEMENT IN DEVELOPMENT OF SHOP DRAWINGS.
NOTES: CONTRACTOR SHALL VERIFY SEAL DIMENSIONS AND
NOTES: DIMENSIONS SIMILAR TO MANUAL CABLE HOOK
S-504
SEAL CLAMP BAR
S-504
(NORTH ABUTMENT)
SEAL DEFLECTION BAR
NTS
S-504
(SOUTH ABUTMENT)
SEAL DEFLECTION BAR
NTS
S-504
'J' BULB SEAL
NTS
S-504
SEAL ARRANGEMENT
NTS
S-504
LOCKING PIN
NTS
S-504
LATCH PLATE DETAIL
NTS
S-504
GATE PIN PLATE DETAIL
NTS
S-504
GATE STOP PLAN
NTS
BROADWAY GATE BROADWAY GATE
CAMPBELL GATE CAMPBELL GATE
S-504
WINCH CABLE HOOK DETAIL
NTS
S-504
MANUAL CABLE HOOK DETAIL
NTS
S-504
WALL PLATE DETAIL
NTS
P A
R T
C L
O S
U R
E G
A T
E D
E T
A
IL
S
-0
-3
STAINLESS STEEL
SEAL BAR TO BE ASTM A240, TYPE 316
NOTE:
DEFLECTION BAR TO BE ASTM A709
NOTE:
DEFLECTION BAR TO BE ASTM A709
NOTE:
D
E C
M A
T E
R
IA
L N
O T
E A
D D
E D
2 1/2"
/8
Ø 5/8"
Ø 5/8"
2 1/2"
/8
ANTI-SEIZE COMPOUND
COAT THREADS WITH
HVY HEX NUT AND WASHERS.
F1554 GR. 50 BOLT WITH
1 1/4" DIA.x5 1/2" ASTM
7"
/4
Ø 1 3/4"
PL 3/4"x4"
1/2" COUNTERSUNK BOLT
TEFLON COATED 'J' BULB SEAL
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
STEEL WASHER. 2 PER BEARING BAR
WITH F564 HEX NUT AND STAINLESS
1/2" DIAM. 304L THREADED STUD,
/1
/1
BORE HOLE
COUNTER
1 1/2" DIAM.
M
IN
E
M B
E D
(C
A M
P B
E L L
M
IN
E
M B
E D .2
(B
R O
A D
W A
Y
STAINLESS STEEL)
(ASTM A240, TYPE 316,
FLAT WASHERS
BOLTS W/ HEX NUTS &
(2) 1" DIA. ANCHOR
E S
E T
/4 S
E
BEARING STIFFENER
PROPER CLEARANCES.
RECOMMENDATIONS. ENSURE
WELD PER STUD MANUFACTURER'S
GIRDER FLANGE
SKIN PLATE
FINISH TO 125 MICRONS
BULB SEAL
PILASTER FACE
6" CRS HEADED STUDS, 2 ROWS
CONCRETE FLOOD WALL
EXPANSION JOINT
G A
T E O
P E
N
IN
G D
R A
IN
A
W A
Y F
R
V
R
IE
S S
L O
P E T
O
(ASTM A709), TYP.
BEARING BAR, 3-1/2" X 9"
AT SOUTH ABUTMENT
3-1/4" X 9" X 1" (ASTM A709)
SPACER BAR,
ON SKIN PLATE
LONG SLOTTED HOLE
5FT O.C.
1/2" STIFF. PL @
1/2" STIFF. PL, TYP.
3/8" MOUNTING PL
RECOMMENDATION
BOLT PER MANUFACTURER'S
3/8" MOUNTING PL
1/4" DIA. FILLET, TYP.
BOLTS @ 18" O.C.
4x4x1/2" CONTINUOUS ANGLE
1/2" BOTTOM SKIN PLATE
1/2" STIFFENER PL @ 2'-4" O.C.
1/2" STIFF. PL, TYP.
3/8" MOUNTING PL
RECOMMENDATION
MANUFACTURER'S
BOLT PER
RECOMMENDATION
MANUFACTURER'S
BOLT PER
NORTH ABUTMENT
SOUTH ABUTMENT
E
C
B E
C
A N
S I
D
S-505
C H
K
S-505
SMOOTH CASTER ATTACHMENT DETAIL
S-505
V-GROOVED CASTER ATTACHMENT DETAIL
NTS
S-505
HORIZONTAL SEAL AND SKIN PLATE
NTS
S-505
SMOOTH CASTER ATTACHMENT DETAIL
NTS
S-505
GUIDE RAILS AND SEAL PLATES AT GATE STORAGE
NTS
S-505
GUIDE RAILS AND SEAL PLATES AT PILASTER
NTS
C L
O S
U R
E G
A T
E D
E T
A
IL
S
P A
R T
1/2" STIFF. PL
S-505
WINCH DIRECTIONAL BLOCK & GATE STOP
NTS
FLAT WASHERS (CAMPBELL)
(4) 1.5" DIA. ANCHOR BOLTS WITH HEX NUTS &
FLAT WASHERS (BROADWAY)
(4) 1" DIA. ANCHOR BOLTS WITH HEX NUTS &
S-505
DIRECTIONAL BLOCK PLATFORM- REINFOCEMENT DETAIL
NTS
CAMPBELL BROADWAY
3'-6"
2'-6"
(3) - #4 TIES, EQ. SPACED
(6) - #8 BARS, EQ. SPACED
(3) - #4 TIES, EQ. SPACED
(3) - #8 BARS, EQ. SPACED
S-505
BEARING BAR ATTACHMENT DETAIL
NTS
EQUAL. MIN WORKING LOAD CAPACITY 14000 LBS
CAMPBELL- HAMILTON R-MD-83FST CASTER, OR APPROVED 2.
EQUAL. MIN WORKING LOAD CAPACITY 6000 LBS
BROADWAY- HAMILTON R-SEC-63FST CASTER, OR APPROVED 1.
NOTES:
EQUAL. MIN WORKING LOAD CAPACITY 15000 LBS
CAMPBELL- HAMILTON R-MD-84FVT CASTER, OR APPROVED 2.
EQUAL. MIN WORKING LOAD CAPACITY 10000 LBS
BROADWAY- HAMILTON R-MD-63FVT CASTER, OR APPROVED 1.
NOTES:
EQUAL. MIN WORKING LOAD CAPACITY 14000 LBS
CAMPBELL- HAMILTON R-MD-83FST CASTER, OR APPROVED 2.
EQUAL. MIN WORKING LOAD CAPACITY 6000 LBS
BROADWAY- HAMILTON R-SEC-63FST CASTER, OR APPROVED 1.
NOTES:
SEE S-506 FOR PLATE DIMENSION
VB41000 OR APPROVED EQUAL (CAMPBELL)
VB23000 OR APPROVED EQUAL (BROADWAY)
DIRECTIONAL BLOCK BY JEAMAR WINCHES
-0
-3
D E
C
BE COATED OF ANTI-SEIZE.
304L THREADED STUD TO 2.
TO BE PAINTED.
BEARING BAR A709 STEEL 1.
NOTES:
D E
T A
IL
S C
H A
N G
E D A
N D N
O T
E A
D D
E
LC BEARING BAR
1"
3/4"
TYP.
SLOPE TO DRAIN
LC BEARING BAR
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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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
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
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N J
P H
A S
E I I, C
O N
T R
A C
FOOTING
FLOODWALL
STEM
FLOODWALL
FLUTED FIN FINISH TEXTURE
VARIES
SURFACE,
GROUND
REQUIREMENTS
MANUFACTURER'S
BACKING AS PER
REQUIRES
1'-0"
FLAT SECTION
EXPANSION JT TYP
A
P
J A
P
A N
S I
D
S-508
C H
K
F
O O
D W
A L L D
E T
A
IL
S
S-508
ELEVATION AT MONOLITH JOINTS
NTS
S-508
WATERSTOP AT MONOLITH JOINTS
NTS
S-508
TYPICAL EXPANSION JOINT
NTS
M O
N O
L
IT
H M
O N
O L
IT
H
L
S-508
FLOODWALL STEM TRANSITION DETAIL
NTS
MONOLITHMONOLITH
9"
S-508
THREE BULB WATERSTOP
NTS
WALL STEMFOOTING
THREE BULB WATERSTOP
SURFACE
SLOPING CONC JOINT FILLER
EXPANSION
3/4" PREFORMED
JOINT
C MONOLITH
/4
1"
S T
E M W
ID
T
H F
L O
O D
W A
IL
E C
A P W
ID
T
H F
L O
O D
W A
JOINT
MONOLITH
/2
/4
R
R
PVC WATERSTOP
"8
C L
R
SUBSEQUENT POUR
CLEAN PRIOR TO
ROUGHEN SURFACE AND
/4
S-508
TYPICAL CONSTRUCTION JOINT
NTS
-0
-3
FINISH
FLUTE FIN
.7
2.5"
0.5"
2.5"
6" 0 .7
N
O T
E U
P D
A T
E D
D E
C
JOINT SEALANT
BACKER ROD
PREMOLDED JOINT FILLER
3/4"
3/4" RADIUS OR CHAMFER, TYP
APPLY BOND BREAKER
S
O L
IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
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C K
D B
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D E
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N E
D B
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D E
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IP
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2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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B E
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S
IZ
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S U
B M
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D B
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P L
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C A
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
P
J A
P
A N
S I
S-519
Y
P
IC
A L F
L O
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T R
A N
S
IT
IO
N D
E T
A
IL
1'-0"1'-0"
3'-0"
3'-0"
1 1
S-519
T - FLOOD WALL SECTION STA. 23+98.25 TO STA. 24+28.25
SCALE 1/5" = 1'
S-519
T - FLOOD WALL SECTION STA. 7+98 TO STA. 8+28
SCALE 1/5" = 1'
S-519
T - FLOOD WALL SECTION STA. 12+78 TO STA. 13+08
SCALE 1/5" = 1'
30'-0"
T/WALL EL +13.0
B/PILE CAP EL +1.5
T/PILE CAP EL +4.0
B/PILE CAP EL +0.5
B/PILE CAP EL -0.5
T/WALL EL +13.0
B/PILE CAP EL -0.5
T/PILE CAP EL +2.0
B/PILE CAP EL -2.5
B/PILE CAP EL -4.0
T/PILE CAP EL -0.5
T/PILE CAP EL +2.0
HP12X84
HP12X84
HP12X84
T/WALL EL +13.0
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
B/PILE CAP EL -4.5
B/PILE CAP EL -6.0
T/PILE CAP EL -2.5
FLOOD WALL STEM FLOOD WALL STEM
FLOOD WALL STEM
WINCH
S T
A
.2
S T
A
.2
S T
A
S T
A
S T
A
S T
A
MONOLITH
CLOSURE GATE
PILES LENGTH ARE NOT SHOWN TO SCALE. 1.
NOTES:
10"3'-0"
1'-3"
1'-3"
1'-3"
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
T/WALL EL +13.0
B/PILE CAP EL -2.5
T/PILE CAP EL +1.0
T/WALL EL +13.0
FLOOD WALL STEM
S T
A
.6
S T
A
.6
T/PILE CAP EL. +0.5
B/PILE CAP EL. -3.0
10" 10"
HP12X84
S-519
T - FLOOD WALL SECTION STA. 47+12.61 TO STA. 47+42.61
SCALE 1/5" = 1'
142 148
-0
-3
PILE CONNECTIONS ARE PINNED.
NOTE:
PILE CONNECTIONS ARE PINNED.
NOTE:
PILE CONNECTIONS ARE FIXED.
NOTES:
PILE CONNECTIONS ARE FIXED.
NOTES:
4 4
D
E C
N O
T E A
D D
L
IC
IT
A T
IO
N N
O
F
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A M
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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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of Engineers
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
H U
R R
IC
A N
E S
T O
R M D
A M
A G
E R
E D
U C
T
IO
N
R A
R
IT
A N B
A Y S
A N
D Y H
O O
K B
A Y
P O
R T M
O N
M O
U T
H
N J
P H
A S
E I I, C
O N
T R
A C
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