04_Structural_HHDRCRHP5_ADVER.pdf
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M A
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J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S -0
.D
G N
S T
R U
C T
U R
A L
G E
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R A
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O T
E S
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D
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8 7 6 5 4 3 2
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C K
D B
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D R
A W
IN
G D
A T
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B E
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S U
B M
IT
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D B
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P L
O T S
C A
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P L
O T D
A T
E
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
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IP
T
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N N o
S Y
M Z
O N
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C K
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N V
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L E F
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IN
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N T O
F T
H E A
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O E -S
A J P
W P J
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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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
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N S
T R
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N
S T
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T H
O O
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IT
A T
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N
N /A
N /A
/2
/2
A S S
H O
W N
W E
P -1
-R -0
M .C
50 PSF
250 PSF
ROOFS
COORDINATION
PRECAUTIONS
CONSTRUCTION LAYOUT
CAST-IN-PLACE CONCRETE
REINFORCEMENT FOR CAST-IN-PLACE CONCRETE
CONCRETE FINISHES:
CONNECTIONS:
PLACING CONCRETE.
WITH THE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS PRIOR TO
CONTRACTOR SHALL COORDINATE ALL PIPE AND CONDUIT LOCATIONS THROUGH CONCRETE
AND/OR ORIENTATION OF STRUCTURES.
DRAWINGS ONLY. STRUCTURAL DRAWINGS DO NOT NECESSARILY SHOW TRUE LOCATION
FOR THE ACCURATE LOCATION AND ORIENTATION OF STRUCTURES, REFER TO THE CIVIL
STRUCTURAL DESIGN LOADS
ON THE DRAWINGS (REFERENCE ASCE 7 (2010)):
THE FOLLOWING LIVE LOADS SERVE AS THE BASIS OF DESIGN, UNLESS OTHERWISE NOTED
PRECAST CONCRETE BUILDING:
THE GROUND WATER LEVELS ACCORDINGLY DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR HIS DEWATERING TECHNIQUES AND FOR MONITORING
STRUCTURES UNTIL FULLY CONSTRUCTED AND BACKFILL IS IN PLACE AND COMPACTED.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT FLOATATION OF
CONSTRUCTED IN DRY CONDITIONS ONLY.
INSTALLATION OF A GIVEN STRUCTURE. STRUCTURES ARE DESIGNED TO BE FULLY
THE BOTTOM OF FOUNDATION EXCAVATIONS, AT ALL TIMES, DURING CONSTRUCTION AND
THE "DRY". THE GROUND WATER ELEVATIONS SHALL BE MAINTAINED TWO (2) FEET BELOW
ALL CAST-IN-PLACE AND PRECAST CONCRETE STRUCTURES SHALL BE CONSTRUCTED IN
UNLESS OTHERWISE NOTED ON THE DRAWINGS:
THE FOLLOWING WIND LOADS SERVE AS THE BASIS OF DESIGN FOR PRECAST BUILDING
Kzt
BUILDING HEIGHT
MEAN ROOF HEIGHT (h)
ENCLOSURE CLASSIFICATION
EXPOSURE CATEGORY
BUILDING CLASSIFICATIONS
BASIC WIND SPEED
1.5
9ft - 10in
9ft - 10in
ENCLOSED
D
CATEGORY II
150 MPH
MAINTENANCE SURCHARGE 300 PSF
GRATING
WHERE THE ABOVE DOES NOT SPECIFICALLY DEFINE IT. A CLASS B FINISH SHALL BE USED.
CLASS D FINISH SHALL BE USED FOR ALL SURFACES TO BE BACKFILLED AND NOT EXPOSED TO VIEW.
INTERIOR AND EXTERIOR SURFACES OF ALL WATER CONTAINING STRUCTURES AND BUILDINGS.
CLASS B FINISH SHALL BE USED FOR ALL SURFACES EXPOSED TO VIEW INCLUDING BOTH THE
REINFORCEMENT LENGTH TABLE
STANDARD HOOK EMBEDMENT
3 4 5 6 7 8 9 10BAR SIZE/LENGTH
LAP SPLICE
BAR EMBEDMENT
6" "4 36 "2
18 10" "4 311 "2
113 15" "4
(f'c = 4,000 PSI)
"2 110 "4
115"2 14 6" "2
17 9" 12" "2
19" 48" 67"
REINFORCEMENT LENGTH TABLE
3 4 5 6 7 8 9 10BAR SIZE/LENGTH
LAP SPLICE
BAR EMBEDMENT
(f'c = 2,500 PSI)
47"
18" 24" 60" 85"
23" 31" 39"
30" 36"
68"
53"
78" 88"
68"
99"
76"
110"
14" 24" 29" 42" 54" 61"
19" 25" 31" 37" 54" 62" 70" 79" 87"
17"
17"
MINIMUM COVER FOR WALLS MANUFACTURED UNDER PLANT CONDITIONS SHALL BE 1 INCH.
SPECIFICATIONS, SECTION 03 15 00, CONCRETE ACCESSORIES.
FOR BOND BREAKER, JOINT SEALANT, AND JOINT MATERIAL SPECIFICATIONS, REFER TO
OPERATING AND CONDUIT FLOOR SLABS SHALL RECEIVE A TROWEL FINISH.
STRUCTURAL CONCRETE FOR CIVIL WORKS.
FOR CONSTRUCTION JOINT TREATMENT. SEE SPECIFICATION SECTION 03 31 01 CAST-IN-PLACE
STRUCTURAL CONCRETE FOR CIVIL WORKS AND SECTION 03 35 00 CONCRETE FINISHING.
FOR CONCRETE SURFACE REQUIREMENTS. SEE SPECIFICATION SECTION 03 31 01 CAST-IN-PLACE
STRUCTURAL CONCRETE FOR CIVIL WORKS.
FOR CONSTRUCTION TOLERANCES. SEE SPECIFICATION SECTION 03 31 01 CAST-IN-PLACE
APPROVED BY THE CONTRACTING OFFICER..
STRUCTURAL DRAWINGS, UNLESS VARIATIONS ARE DETAILED ON SHOP DRAWINGS AND
CONSTRUCTION, CONTRACTION AND EXPANSION JOINTS SHALL BE AS SHOWN ON THE
OTHERWISE NOTED.
INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS AND EDGES, UNLESS4
3PROVIDE
WELDING CODE-STAINLESS STEEL.
ALL STAINLESS STEEL WELDING SHALL USE E3XXL AS SPECIFIED IN AWS 1.6, STRUCTURAL
UNLESS OTHERWISE NOTED.
ALL STRUCTURAL STEEL WELDING SHALL USE E70XX ELECTRODES AS SPECIFIED IN AWS D1.1, NUTS, WASHERS AND MISCELLANEOUS HARDWARE, UNLESS OTHERWISE NOTED..
FURNISH BOLTS WITH ONE NUT AND TWO WASHERS UNLESS OTHERWISE NOTED. GALVANIZE BOLTS, STRUCTURAL AND ARCHITECTURAL ABBREVIATIONS
WELDED WIRE FABRICWWF
WIDE FLANGEWF
WITHW/
WEIGHTWT
WORKING POINTWP
UNDERWRITERS LABORATORIESUL
TOP AND BOTTOMT/B
TYPICALTYP
TOP OF SLABTSL
TOP OF STEELTOS
TOP OF BEARINGTOB
THICKNESSTHK
SYMMETRICALSYMM
SYMBOLSYM
STEELSTL
STANDARDSTD
STATIONSTA
STAINLESS STEELSST
SQUARESQ
SIMILARSIM
SHEETSHT
SQUARE FEETSF
SECTIONSECT
SECONDSEC
SCHEDULESCHD
ROUNDRND
REQUIREDREQ'D
REINFORCEMENTREINF
RADIUSR
POLYVINYL CHLORIDEPVC
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
POSITIVEPOS
PANELPNL
PLATEPL
PRECAST CONCRETEPCC
ADMINISTRATION
OCCUPATIONAL SAFETY AND HEALTHOSHA
OUTSIDE DIAMETEROD
ON CENTEROC
NEARSIDENS
NEGATIVENEG
NORTH AMERICAN VERTICAL DATUMNAVD
NOT TO SCALEN.T.S.
NUMBERNO.
MANUFACTURERS
ARCHITECTURAL METAL
NATIONAL ASSOCIATION OFNAAMM
NORTHN
MILES PER HOURMPH
MISCELLANEOUSMISC
MINIMUMMIN
MARKMK.
MANUFACTURERMFR
MECHANICALMECH
MAXIMUMMAX
LONGLG
POUNDSLBS
JOINTJT
INFORMATIONINFO
INSIDE DIAMETERID
HEIGHTSHTS
HORIZONTALHORIZ
GYPSUMGYP
GALVANIZEDGALV
GALLONGAL
COMPRESSIVE STRESS FOR CONCRETEF'C
FEETFT
FACE OF STUDFOS
FACE OF CONCRETEFOC
FINISH GRADEFG
FOUNDATIONFDN
EMBEDMENTEMB
ELEVATIONEL / ELEV
EACH WAYEW
EXPANSION JOINTEJ
EACH FACEEF
EACHEA
DOWELDWL
DRAWINGDWG
DIAMETERDIA / Ø
DETAILDET
CORROSION RESISTANT STEELCRES
CONTINUOUSCONT
CONSTRUCTIONCONST
CONCRETECONC
COLUMNCOL
CONTRACTION JOINTCNJ
CONCRETE MASONRY UNITCMU
CORRUGATED METAL PIPECMP
CONTROL JOINTCLJ
CENTERLINECL
CONSTRUCTION JOINTCJ
CAST IN PLACE CONCRETECIPC
CAST IRONCI
CODE OF FEDERAL REGULATIONSCFR
BOTH WAYSBW
BUILDINGBLDG
BOARDBD
ARCHITECTURALARCH
APPROXIMATEAPPROX
AMERICAN WELDING SOCIETYAWS
AMERICAN WIRE GAGEAWG
AMERICAN SOCIETY FOR TESTING MATERIALSASTM
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ALUMINUMAL / ALUM
ABOVE FINISHED FLOORAFF
AIR CONDITIONA/C
ANCHOR BOLTAB
AT@
AND&
SHOWN ON DRAWINGS ARE MAXIMUM SPACING DIMENSIONS.
TO START AND END AT A MAXIMUM OF ONE HALF OF THE ADJACENT BARS SPACING. BAR SPACING
THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND TIES IN COLUMNS ARE
CLEAR COVER.
REINFORCEMENT PARALLELING CONSTRUCTION JOINTS SHALL HAVE A MINIMUM OF 2 INCHES OF
REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.
REINFORCEMENT LENGTH TABLES INCREASED BY A FACTOR OF 1.3.
THE BAR) SHALL HAVE THE EMBEDMENT LENGTH AND LAP SPLICE LENGTH SPECIFIED IN THE
SHOW ON THIS SHEET. ALL TOP BARS (BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW
EMBEDMENT LENGTHS SHALL BE IN CONFORMANCE WITH THE REINFORCEMENT LENGTH TABLES
FOR DIFFERENT BAR SIZES, THE SPLICE LENGTH SHALL BE BASED ON THE SMALLER BAR SIZE.
LAP SPLICES SHALL BE CLASS B AND CONFORM TO THE TABLE SHOW ON THIS SHEET.
OTHER COVER REQUIREMENTS ARE SHOWN ON THE STRUCTURAL DRAWINGS.
CLEAR COVER SHALL BE 2 INCHES FOR SECTIONS 12 INCHES OR LESS IN THICKNESS.
THAN 24 INCHES IN THICKNESS.
CLEAR COVER SHALL BE 3 INCHES FOR SECTIONS GREATER THAN 12 INCHES BUT LESS
IN THICKNESS.
CLEAR COVER SHALL BE 4 INCHES FOR SECTIONS GREATER THAN OR EQUAL TO 24 INCHES
IN CONCTACT WITH GROUND.
CLEAR COVER SHALL BE 4 INCHES FOR CONCRETE CAST AGAINST AND PERMANENTLY
EL 23.0
EL 32.0
EL 32.0
EL 32.0
37'-0"
STAFF GAGE
SUMP PUMP
SUMP PUMP
EL 32.0
ACCESS LADDER
DRAIN (TYP)
EL 32.0
WP
GAGE
STAFF
STILLING WELL
ACTUATOR (TYP)
DUAL LEAF GATE
4'-0"
2'-0"
25'-0"
EL 23.0
3'-6" 17'-6"
1'-6"
EL 22.0
4'-0"
2'-0"
25'-0"
3'-6" 17'-6"
1'-6"
4'-0"
2'-0"
25'-0"
3'-6"17'-6"
1'-6"
EL 22.0
4'-0"
2'-0"
25'-0"
3'-6"17'-6"
1'-6"
GATE ACTUATOR
CAMERA POLE
CAMERA POLE
ELECTRICAL DRAWINGS
AND DISCONNECT. SEE
LOCAL CONTROL PANEL
ELECTRICAL DRAWINGS
AND DISCONNECT SEE
LOCAL CONTROL PANEL
SEE E-02
TYPE D LIGHT FIXTURE
SEE E-02
TYPE D LIGHT FIXTURE
CUTOFF WALL
SCOUR
OR EMERGENCY BULKHEAD (TYP)
SLOT FOR MANATEE SCREEN
CUTOFF WALL
SCOUR
ACCESS LADDER
37'-0"
CABLE CONDUIT PENETRATION
" DIA HOLE TILTMETER2
"A" 20'16'12'8'4'024"48"
CL STRUCTURE
SCALE: A
PLAN
A
S-03
B
S-04
A
S-03
C
S-04
W .E .S
C .B .G
-H
H D
R C
R H
P -S
S .D
G N
S-02
S T
R U
C T
U R
A L
J .S .F
LANDSIDE HEADWALL LAKESIDE HEADWALL
N
G E
N E
R A
L P
L A
N
NOTES:
HEADWALL, CULVERT, AND WINGWALLS.
DRAWINGS, BUT SHALL BE PLACED UNDER
2. 4" MUD MAT NOT SHOWN IN STRUCTURAL
SEE CIVIL DRAWING NO. C-09.
1. FOR WORKING POINT (WP) COORDINATES,
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P L
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C A
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P L
O T D
A T
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C O
N T
R A
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
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N N o
S Y
M Z
O N
E
J A
C K
S O
N V
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IN
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A B
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D E
P A
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N T O
F T
H E A
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D B
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A X .s a j.
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A J P
W \D o c u m e n ts \C
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F \H e rb e rt H o o v e r
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-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
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L A
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M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
37'-0" 37'-0"
INVERT EL 7.0
MANATEE SCREEN
OPERATING PLATFORM
COMBINATION GATE
ACCESS LADDER
ACCESS LADDER
GATE ACTUATOR
LOCAL GATE POSITION INDICATOR
SLOT FOR EMERGENCY BULKHEAD
81'-0"
80'-0"
70'-0"
WALL
SCOUR CUTOFF
ACTUATOR
DUAL LEAF GATE
DUAL LEAF GATE
WALL
SCOUR CUTOFF
EL 1.5
EL 6.5 EL 6.5
WP
SHOWN FOR CLARITY
STILLING WELL NOT
CAMERA POLE
GATE
LADDER SAFETY
GATE
LADDER SAFETY
"A" 20'16'12'8'4'024"48"
LANDSIDE HEADWALL
NOTES:
SECTION
SCALE: AS-02
A
W .E .S
C .B .G
-H
H D
R C
R H
P -S
S .D
G N
S-03
S T
R U
C T
U R
A L
J .S .F
LAKESIDE HEADWALL
END SILL EL 7.5
OPERATING PLATFORM EL 32.0
G E
N E
R A
L P
R O
F
IL
E
BE PLACED UNDER HEADWALL, CULVERT, AND WINGWALLS.
1. 4" MUD MAT NOT SHOWN IN S-DRAWINGS, BUT SHALL
M A
Y
EL 2.5
SERVICE PLATFORM EL 24.25
OPERATING PLATFORM EL 32.0
SERVICE PLATFORM EL 24.25
END SILL EL 7.5
EL 2.5
A
B
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C A
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P L
O T D
A T
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C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
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N N o
S Y
M Z
O N
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J A
C K
S O
N V
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L E F
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A
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L E D
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A B
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N E
D B
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O E -S
A J P
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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 \C
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F \H e rb e rt H o o v e r
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S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
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N
S T
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U R
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N T
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R B
E R
T H
O O
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R D
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E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
POSITION INDICATOR
LOCAL GATE
GATE ACTUATOR
ACCESS LADDER
COMBINATION GATE
ACCESS LADDER
INDICATOR (TYP)
LOCAL GATE POSITION
ACTUATOR (TYP)
DUAL LEAF GATE
GATE (TYP)
DUAL LEAF SLIDE
STILLING WELL
CAMERA POLE
CAMERA POLE
SEE E-02
TYPE D LIGHT FIXTURE
SEE E-02
TYPE D LIGHT FIXTURE
TILTMETER REEL
"A" 20'16'12'8'4'024"48"
W .E .S
C .B .G
-H
H D
R C
R H
P -S
S .D
G N
S-04
S T
R U
C T
U R
A L
SCALE: AS-02
C
H E
A D
W A
L L
E
L E
V A
T
IO
N S
SILL EL 7.5
J S .F
SCALE: AS-02
B LANDSIDE ELEVATION
EL 22.0
EL 6.5
EL 32.0
EL 3.0
SILL EL 7.5
LAKESIDE ELEVATION
M A
Y
EL 2.5
EL -8.0
EL 2.5
EL -8.0
EL -7.0
EL 13.75
BOTTOM GATE
TOP OF
EL 21.0
WEIR GATE
TOP OF
EL 22.0
EL 6.5
EL 32.0
EL 3.0
EL -7.0
EL 23.0
EL 6.5
EL 32.0
EL 3.0
EL -7.0
EL 23.0
EL 6.5
EL 32.0
EL 3.0
EL -7.0
A
B
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P L
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P L
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A T
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C O
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C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
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IL
L E F
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L E D
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T R
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N G
IN
E E
R S
A B
C D
D E
P A
R T
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N T O
F T
H E A
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D B
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O E -S
A J P
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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 \C
S
F \H e rb e rt H o o v e r
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-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
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L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
" /FT2
SLOPE
4'-9""4 310'-73'-5"
37'-0"
37'-0"
3'-0"3'-0"4'-0"3'-0"5'-0" 4'-9""4 310'-73'-5"
4'-0"25'-0"3'-0"5'-0"
37'-0"
B L
O C
K O
U T
BOLT (TYP)
ANCHOR
1'-6" 9"
8'-0"
8'-0"
3'-0"7'-0"3'-0"5'-0"
8'-0" 29'-0"
29'-0"
29'-0"
"4 310'-7
4"
GATE THIMBLE
3'-0"
3'-0"5'-0" 7'-0"
4'-0"33'-0"
GATE THIMBLE
"4 11'-8
3'-5"
A
N C
H O
R B
O L T S
THERMISTER LOCATION
WALL OUTLINE
WALL
CUTOFF
SCOUR
"4
"4
"4
1'-6"
1'-0"
SCOUR CUTOFF WALL
SEE DWG NO. S-33 FOR
SCOUR CUTOFF WALL
SEE DWG NO. S-33 FOR
SCOUR CUTOFF WALL
SEE DWG NO. S-33 FOR
1'-0"
SEE SPEC. SECTION 13 51 00
THERMISTOR LOCATION.
1'-0"
CJ
CJ
CJ
EL 6.5
EL 6.5
EL 6.5
EL 6.5
EL 7.5
E L .0
EL 6.5
EL 6.5
"A" 24"12" 0 2' 4' 6' 8' 10'
S-06
" /FT2
S-06
KEY NOTES:
(TYP)
STRUCTURECL
S-57
SECTION
SCALE: AS-05
H
SECTION
SCALE: AS-05
J
SECTION
SCALE: AS-05
K
" /FT2
SUMP
S-06
O C
E
S-06
G
S-06
F
S-06
E
S-06
G
S-06
F
S-06
H
S-05
J
S-05
K
S-05
H
S-05
J
S-05
K
S-05
PORTS IN BASE OF THIMBLE.
AND APPROVED SUBMITTAL. PROVIDE VENT AND GROUT
BLOCK OUT PER MANUFACTURER RECOMMENDATIONS
2. OPTIONAL CONSTRUCTION JOINT FOR GATE THIMBLE
1. DUAL 9" PVC WATERSTOP, REFER TO DWG NO S-57.
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R G
H P -S
B .D
G N
S T
R U
C T
U R
A L
F O
U N
D A
T
IO
N P
L A
N A
N D S
E C
T
IO
N S
L A
K E
S
ID
E H
E A
D W
A L
L
S-05
CJ
CJ
E L .5
EL 4.5
EL 1.5
EL 2.5
EL 6.5
EL 7.5
INV EL 7.0
EL 4.5
EL 1.5
EL 7.5
EL 6.5
EL 2.5
EL 6.5
EL 1.5
EL 7.0
EL 7.5
EL 6.5
EL 2.5
SCALE: A
PLAN 7.5
NOTES:
1. FOR WORK POINT DATA, REFER TO DWG NO. C-09.
A
B
C
D
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A T
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F
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E N
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D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
4'-9"
4'-0"9"
2"2"
3'-9"
1'-3" 1'-3"
3'-5"
4'-0"3'-0"3'-0"9'-6"3'-0"4'-0"
26'-6"
2'-6"21'-6"2'-6"
"2 13'-215'-1""2
13'-2
26'-6"
3'-0"12'-6"3'-0"
26'-6"
4'-0"
FOR GATE SILL
BLOCKOUT
EL 7.0
15" x 8" @ 1'-8" OC (TYP)
" DIA ANCHOR BOLT4
3SST
BOLT 15" x 8" @ 1'-8" OC
" DIA ANCHOR4
3SST
FOR CLARITY
THIMBLE NOT SHOWN
CJ
CJ
4'-0"18'-6"4'-0"
" OC (TYP)4
31'-5
WITH DOUBLE NUTS AND WASHERS @
" DIA SST ANCHOR BOLT 15"x8"4
"A" 24"12" 0 2' 4' 6' 8' 10'
(TYP)
SUMP
CL STRUCTURE
CL
SILL
BLOCK OUT AND BULKHEAD
BULKHEAD SLOT, GROUT
SECTION
SCALE: AS-05
E
SECTION
SCALE: AS-05
F
SECTION
SCALE: AS-05
G
DETAIL
SCALE: N.T.S.
S-05
DETAIL
SCALE: N.T.S.
S-05
DETAIL
SCALE: N.T.S.
S-05
CL STRUCTURE
CL STRUCTURE
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
F O
U N
D A
T
IO
N S
E C
T
IO
N S A
N D D
E T
A
IL
S
L A
K E
S
ID
E H
E A
D W
A L
L
S-06
CJCJ
CJ
CJ CJ
CJ
CJ
EL 6.5
EL 2.5
EL 6.5
EL 2.5
EL 6.5
EL 1.5
EL 7.5
EL 6.5
EL 6.5
A
B
C
D
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8 7 6 5 4 3 2
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IC
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N N
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F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
5'-0" 11'-0" 7'-6" 6'-6" 3'-0" 4'-0"
4'-0"3'-0"6'-6"7'-6"11'-0"5'-0"
6'-0"
25'-0"3'-0"
37'-0"
"4 113'-1
BATTER
BATTER
BATTER
25'-0" 4'-0"
7'-0" 3'-10"
4'-0"3'-0"6'-6"7'-6"11'-0"5'-0"
"4 113'-1
THIMBLE
GATE
EL 6.5 EL 6.5
"A" 24"12" 0 2' 4' 6' 8' 10'
KEY NOTES:
SCALE: A
PLAN - EL 7.5
LC STRUCTURE
(TYP)
1. DUAL 9" PVC WATERSTOP, REFER TO DWG NO. S-57.
(TYP)
S-60
S-38
S-57
S-39
CL BULKHEAD SLOT
CL
LC BULKHEAD SLOT
S-57
S-38
(TYP)
LC STRUCTURE
S-60
(TYP)2
S-38
SUMP
S-60
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
P L
A N E
L .5 A
N D E
L
.0
L A
K E
S
ID
E H
E A
D W
A L
L
S-07
@ EL 24.25
SERVICE PLATFORM
E L .5
SCALE: A
PLAN - EL 25.0
A
B
C
D
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IC
IT
A T
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N N
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F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
3'-0"24'-6"
4'-0"
4'-0"
10'-11"
BATTER
"8
1OTHER RAILS ±
BE PARALLEL TO ALL
OF EACH RAIL SHALL
THE VERTICAL AXIS
MK. S-39-1
4'-0"
84'-0"
A T E
L
.2
P L
A T F
O R
M
S E
R V
IC
E
BOLTS
CAMERA POLE
23'-0"
"A" 24"12" 0 2' 4' 6' 8' 10'
LC STRUCTURE
LLC
L
S-11
N
S-11
LC BULKHEAD SLOT
"B" 6'4'2'012"24''
S-61
S-60
S-60
S-58
M
S-23 S-11
P
S-09
S-38
L
S-11
M
S-23 S-11
N
S-11
S
S-25
S
S-25
SCALE: B
PLAN - TYPICAL BULKHEAD SLOT
LLC
R
A
IL
S
LLC
R A
IL
S
LLC
LC BULKHEAD SLOT
(TYP)
(TYP)
SCALE: A
PLAN - EL 32.0
T
S-23
R
S-09
AG
S-25
T
S-23
SUMP
F E
B R
U A
R Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R K I2 -S
B .D
G N
S T
R U
C T
U R
A L
P L
A N E
L
.0
L A
K E
S
ID
E H
E A
D W
A L
L
S-08
S-57
(TYP)
"4 113'-1
DWG NO. T-10.
MANUFACTURER, FOR INSTALLATION REQUIREMENTS REFER TO
CONTRACTOR SHALL COORDINATE LOCATION WITH GATE
" DIA OPENING FOR INCLINOMETER SENSOR ELECTRICAL CABLE,2
12. 1
GATE ACTUATOR VENDOR.
OPENING SIZE AND LOCATION WITH GATE MANUFACTURER AND
1. OPENING FOR GATE STEM, CONTRACTOR SHALL COORDINATE
S-24
Q
S-10
Q
S-10
A
B
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D
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N N
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D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
7'-6"11'-0"5'-0"
BATTER
17'-6"
26'-6"
"2 11'-9
8'-0"
1'-0"
C.J. C.J.
6"
BATTER BATTER
6" 6"
"2 11'-9
"2 15'-914'-11""2
15'-9
1'-0"
1'-0"
(SEE DWG NO. S-33)
SCOUR CUTOFF WALL
DOWEL (TYP)
" Ø SMOOTH2
1. DUAL 9" PVC WATERSTOP, REFER TO DWG NO. S-57.
"A" 24"12" 0 2' 4' 6' 8' 10'
C.J. EL 6.5
C.J. EL 7.0
C.J. EL 7.0
S-57
ELEVATION
SCALE: AS-08
P
ELEVATION
SCALE: AS-08
R
EL 32.0 EL 32.0
C.J. C.J. M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
S E
C T
IO
N S
L A
K E
S
ID
E H
E A
D W
A L
L
S-09
EL 6.5
EL 1.5
EL 6.5
EL 4.5
EL 1.5
EL 2.5
EL 7.5
C.J. EL 25.0
C.J. EL 18.0
C.J. EL 25.0
C.J. EL 18.0
A
B
C
D
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IC
IT
A T
IO
N N
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E N
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E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -0
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
S
P A
C E
S
6'-0"
27'-6"
C.J.
"6
BATTER
37'-0"
3'-0" 4'-0"
4'-6"
4'-6"
BATTER
MK. 39-2
MK. 39-1
5'-6"
"8 36'-8
1'-0"
SCOUR CUTOFF WALL
SEE DWG NO. S-33 FOR
MANUFACTURER
SIZE AND LOCATION WITH GATE
CONTRACTOR SHALL COORDINATE
OPENING FOR GATE SYSTEM.
"4 113'-1
"A" 24"12" 0 2' 4' 6' 8' 10'
"B" 3'2'1'06"12''
2 1
S-60
DETAIL
SCALE: B
S-10
CL BULKHEAD SILL AND BULKHEAD SLOT
(TYP)
S-39
S-60
S-38
S-60
2. DUAL 9" PVC WATERSTOP.
1. EMBEDDED GATE THIMBLE, SEE DWG NO. S-50.
SECTION
SCALE: AS-08
Q
CL
CL
C.J. EL 6.5
S-10
S-38
EL 24.25
EL 32.0
CL
S-61
8'-0" 29'-0"
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
S E
C T
IO
N S
L A
K E
S
ID
E H
E A
D W
A L
L
S-10
EL 2.5
EL 7.5
EL 1.5
EL 4.5
EL 7.0
C.J. EL 18.0
C.J. EL 25.0
A
B
C
D
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D
C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
2'-6" 12'-6" 2'-6"
BATTER
C.J.
4"4"
3'-0"
26'-6"
ANCHOR BOLT (TYP)
BULKHEAD SILL
BATTER
C.J. C.J.
C.J.
BATTER
C.J.
3'-0"1'-6"2'-6"
BATTER
2'-6" 12'-6" 2'-6"
17'-6"
1'-6"3'-0"
26'-6"
BATTER
8'-0"
9'-3"9'-3"
C.J.
4'-0"
C.J.
4'-0"
BATTER
3'-0"
17'-6"
2'-6"12'-6"2'-6"
26'-6"
4'-0"
6" 6"
6" 6"
MK. S-39-2
2'-6"
C.J.
1'-6"
MK. S-39-1
1'-6"
S
P A
C E
S
C.J.
C.J. C.J.
C.J.C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
"16
1SILL EL 6.5 ±
"4
38 SPACES @ 1'-5
1. EMBEDDED GATE THIMBLE, SEE DWG NO S-50.
SECTION
SCALE: AS-08
L
SECTION
SCALE: AS-08
M
SECTION
SCALE: AS-08
N
B U
L K
H E
A D S
L O
T
S-39
CL
(TYP)
CL STRUCTURE
S-60
CL
S-60
S-60
(TYP)
CL
B U
L K
H E
A D S
L O
T
EL 32.0
EL 24.25
EL 22.0
CL STRUCTURE
EL 32.0
EL 32.0
S-38
CL STRUCTURE
EL 29.0
VENT PILE
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
S E
C T
IO
N S
L A
K E
S
ID
E H
E A
D W
A L
L
S-11
EL 2.5
EL 6.5
C.J. EL 18.0 C.J. EL 18.0
EL 6.5
EL 2.5
C.J. EL 18.0
EL 2.5
EL 6.5
C.J. EL 25.0 C.J. EL 25.0
C.J. EL 25.0
A
B
C
D
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8 7 6 5 4 3 2
S O
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IC
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
" /FT2
SLOPE
B L
O C
K O
U T
BOLT (TYP)
ANCHOR
1'-6"
1'-6"
9"
3'-0"
3'-0" 5'-0"3'-5"4'-0"
C.J.
37'-0"
3'-0" 4'-0" 3'-0" 5'-0"
8'-0"29'-0"
4'-9" "4 37'-7 3'-5"
37'-0"
3'-0" 5'-0" 3'-0" 5'-0"
"4
C.J.
29'-0"
8'-0"
37'-0"
8'-0"
C.J.
WALL
SCOUR CUTTOFF
37'-0"
2'-0"
25'-0" 3'-0" 5'-0"
3'-5""4 37'-7
WALL OUTLINE
O C
A
N C
H O
R B
O L T S
"4
THERMISTER LOCATION
1'-0"
3'-0"
4'-6"
1'-0"
4'-0"
10'-0""4 37'-7
"4
SCOUR CUTOFF WALL
SEE DWG NO. S-32 FOR
1'-0"
SCOUR CUTOFF WALL
SEE DWG NO. S-32 FOR
1'-0"
SCOUR CUTOFF WALL
SEE DWG NO. S-32 FOR
1'-0"
SEE SPEC. SECTION 13 51 00
THERMISTOR LOCATION
EL 7.5
EL 6.5
EL 6.5
EL 6.5
EL 6.5
EL 6.5
E L .0
"B" 3'2'1'06"12''
"A" 24"12" 0 2' 4' 6' 8' 10'
Y
S-12
Y
S-12
SECTION
SCALE: AS-12
X
SECTION
SCALE: AS-12
Y
SECTION
SCALE: AS-12
Z
" /FT2
SUMP
C L S
T R
U C
T U
R E
S-13
S-13
C.J.
C.J.
S-13
(TYP)7
S-57
SCALE: A
PLAN EL 7.5
AB
S-13
V
S-13
U
S-13
AB
S-13
V
S-13
U
S-13
X
S-12
Z
S-12
X
S-12
Z
S-12
S-13
GATE MANUFACTURER AND GATE ACTUATOR VENDOR.
SHALL COORDINATE OPENING SIZE AND LOCATION WITH
2. BLOCKOUT FOR DUAL LEAF SLIDE GATE, CONTRACTOR
1. DUAL 9" PVC WATERSTOP, REFER TO DWG NO. S-57.
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
F O
U N
D A
T
IO
N P
L A
N A
N D S
E C
T
IO
N S
L A
N D
S
ID
E H
E A
D W
A L
L
S-12
E L .5
EL 7.5
EL 6.5
EL 2.5
EL 7.5
EL 6.5
EL 2.5
EL 7.5
EL 6.5
EL 2.5
EL 4.5
EL 1.5
EL 7.0
EL 4.5
EL 1.5
EL 7.0
EL 6.5
EL 1.5
A
B
C
D
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C
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8 7 6 5 4 3 2
S O
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IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
2"2"
FOR GATE SILL
BLOCKOUT
1'-3" 1'-3"
3'-5"
15" x 8" @ 1'-8" OC (TYP)
" DIA ANCHOR BOLT4
3SST
3'-9"
C.J.
4'-9"
4'-0" 9"
26'-6"
2'-6"21'-6"2'-6"
"2 13'-215'-1""2
13'-2
26'-6"
26'-6"
4'-0"18'-6"4'-0"
3'-0"12'-6"3'-0"
4'-0"3'-0"3'-0"9'-6"3'-0"4'-0"
4'-0"
C.J.
LOCATION
THERMISTOR
EL 7.0
" OC (TYP)4
31'-5
WITH DOUBLE NUTS AND WASHERS @
" DIA SST ANCHOR BOLT 15"x8"4
"A" 24"12" 0 2' 4' 6' 8' 10'
SECTION
SCALE: AS-12
AB
SECTION
SCALE: AS-12
V
SECTION
SCALE: AS-12
U
DETAIL
SCALE: N.T.S.
S-12
DETAIL
SCALE: N.T.S.
S-12
CL
SILL
BLOCK OUT AND BULKHEAD
BULKHEAD SLOT, GROUT
CL STRUCTURE
C.J. C.J.
C.J.C.J.
CL STRUCTURE
CL STRUCTURE
SUMP
C.J.
DETAIL
SCALE: N.T.S.
S-12
C.J. C.J.
F E
B R
U A
R Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R K I2 -S
B .D
G N
S T
R U
C T
U R
A L
F O
U N
D A
T
IO
N S
E C
T
IO
N S A
N D D
E T
A
IL
S
L A
N D
S
ID
E H
E A
D W
A L
L
S-13
EL 6.5
EL 2.5
EL 6.5
EL 2.5
EL 6.5
EL 1.5
EL 6.5
EL 7.5
EL 6.5
A
B
C
D
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B
A
8 7 6 5 4 3 2
S O
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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 R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
25'-0" 3'-0"6
25'-0" 3'-0"
"4 110'-1
3'-0"4'-0"
25'-0"
"4 110'-1
9'-0"
BATTER
4'-0" 3'-0"
10'-0"3'-10"
4'-0"
2'-0" 1'-6"
9'-0"
5'-0"14'-0"7'-6"3'-6"
5'-0"14'-0"7'-6"3'-6"3'-0"
4'-6" 4'-6"
EL 6.5
EL 6.5
PLAN - EL 25.0SCALE: A
PLAN - EL 7.5
LC STRUCTURE
(TYP)
S-60
S-57
S-39
CL
CL
(TYP)7
S-57
S-60
LC STRUCTURE
CL BULKHEAD SLOT
C
SUMP
(TYP)2
S-38
(TYP)2
S-38
F E
B R
U A
R Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R K I2 -S
B .D
G N
S T
R U
C T
U R
A L
P L
A N E
L .5 A
N D E
L
.0
L A
N D
S
ID
E H
E A
D W
A L
L
S-14
S-61
CL
SLIDE GATE
DUAL LEAF
SLIDE GATE
DUAL LEAFCL
AT EL 24.25
SERVICE PLATFORM
SCREEN SLOT
BULKHEAD/MANATEE
GATE MANUFACTURER AND GATE ACTUATOR VENDOR.
SHALL COORDINATE OPENING SIZE AND LOCATION WITH
3. BLOCKOUT FOR DUAL LEAF SLIDE GATE, CONTRACTOR
2. FILTER DRAIN OUTLET, REFER TO DWG NO. C-11.
1. DUAL 9" PVC WATERSTOP, REFER TO DWG NO. S-57.
S-60
A
B
C
D
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D
C
B
A
8 7 6 5 4 3 2
S O
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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 R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
"8
1OTHER RAILS ±
BE PARALLEL TO ALL
OF EACH RAIL SHALL
THE VERTICAL AXIS
4'-0"
4'-0" 3'-0" 24'-6" 5'-6"
BATTER
BATTER
37'-0"
"4 110'-1
BATTER
7'-11"
4'-6"
A T E
L
.2
P L
A T F
O R
M
S E
R V
IC
E
BOLTS
CAMERA POLE
"B" 6'4'2'012"24''
SCALE: B
PLAN - TYPICAL BULKHEAD SLOT
LLC
LLC
LC BULKHEAD SLOT
SCALE: A
PLAN - EL 32.0
LC
S
T R
U C
T U
R E
L
S-18
N
S-18
LC BULKHEAD SLOT
S-60
S-58
M
S-28 S-18
S
S-16
S-38
L
S-18
M
S-28 S-18
N
S-18
R
S-16
AY
S-30
AY
S-30
(TYP)
(TYP)
S-60
R A
IL
S
(TYP)
P
S-28
P
S-28
S-61
S-57
SLIDE GATE
DUAL LEAFCL
GATE MANUFACTURER AND GATE ACTUATOR VENDOR.
SHALL COORDINATE OPENING SIZE AND LOCATION WITH
2. BLOCKOUT FOR DUAL LEAF SLIDE GATE, CONTRACTOR
1. DUAL 9" PVC WATERSTOP, REFER TO DWG NO. S-57.
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
P L
A N E
L
.0
L A
N D
S
ID
E H
E A
D W
A L
L
S-15
LLC
R A
IL
S
Q
S-17
Q
S-17
S-29
A
B
C
D
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IT
A T
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N N
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F
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E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
7'-6" 14'-0" 5'-0"
BATTER
17'-6"
"2 15'-914'-11""2
15'-9
26'-6"
"2 11'-9
6"
6" 6"
BATTERBATTER
"2 11'-9
8'-0"
D O
W E
L S
C
2'-0"
1'-0"
(SEE DWG NO. S-32)
SCOUR CUTOFF WALL
DOWEL (TYP)
" Ø SMOOTH2
1'-0" 1'-0"
24"12" 0 2' 4' 6' 8' 10'
C.J. EL 6.5
C.J. EL 7.0
S-57
(TYP)
ELEVATION
SCALE: AS-15
S ELEVATION
SCALE: AS-15
R
EL 32.0
F E
B R
U A
R Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R K I2 -S
B .D
G N
S T
R U
C T
U R
A L
S E
C T
IO
N S
L A
N D
S
ID
E H
E A
D W
A L
L
S-16
2. FILTER DRAIN OUTLET, REFER TO DWG NO. C-11.
1. DUAL 9" PVC WATERSTOP, REFER TO DWG NO. S-57.
EL 1.5
EL 4.5
EL 7.5
EL 2.5
C.J. EL 18.0
C.J. EL 25.0
EL 1.5
EL 6.5
C.J. EL 7.0
C.J. EL 18.0
C.J. EL 25.0
EL 32.0
A
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E N
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S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
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N N o
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M Z
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IN
E E
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C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
27'-6"
2'-6"
BATTER
37'-0"
3'-0" 4'-0"
29'-0" 8'-0"
4'-6"
2'-0"
"4 110'-1
3'-0"
4'-0"
S
P A
C E
S
MK. 39-3
MK. 39-2
SCOURE CUTOFF WALL
SEE DWG NO. S-32 FOR
1'-0"
SPEC. SECTION 13 51 00
THERMISTOR LOCATION SEE
"8 55'-4
"16 93'-10
SECTION
SCALE: AS-15
Q
S-60
(TYP)
S-39
S-60
S-38
S-60
CL
CL
EL 24.25
SLIDE GATE
DUAL LEAFCL
CL
BULKHEAD SLOT
BULKHEAD SILL AND
S-61
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
S E
C T
IO
N S
L A
N D
S
ID
E H
E A
D W
A L
L
S-17
EL 1.5
EL 4.5
EL 2.5
C.J. EL 6.5
EL 7.5
C.J. EL 18.0
EL 32.0
C.J. EL 25.0
3. DUAL LEAF GATE SEE SPEC. 35 20 18.
2. FILTER DRAIN OUTLET, REFER TO DWG NO. C-11.
1. DUAL 9" PVC WATERSTOP.
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C K
D B
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D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
8'-0"
3'-0"
17'-6"
2'-6" 12'-6" 2'-6"
26'-6"
2'-6"12'-6"2'-6"
4" 4"
3'-0"
26'-6"
1'-6"
3'-0"1'-6"2'-6"
2'-6" 12'-6" 2'-6"
17'-6"
1'-6"3'-0"
26'-6"
S
P A
C E
S
C.J.
C.J.
ANCHOR BOLT (TYP)
BULKHEAD SILL
BATTER
WALL
FACE OF BAY
C.J.
BATTER
C.J.
2'-6"
C.J.
BATTER
C.J.
BATTER
BATTER
C.J.
BATTER
C.J.
C.J.
C.J.
C.J.
C.J.
3'-0" 1'-6"
"16
1SILL EL 6.5 ±
C.J.
C.J.
C.J.
C.J.C.J.
C.J.
C.J.
C.J.
"4
38 SPACES @ 1'-5
"A" 24"12" 0 2' 4' 6' 8' 10'
SECTION
SCALE: AS-15
L
SECTION
SCALE: AS-15
M
SECTION
SCALE: AS-15
N
S-60
S-60
(TYP)
S-38
S-39
STRUCTURE
(TYP) 4
S-60
EL 32.0
EL 32.0
CLCL
CL STRUCTURE
B U
L K
H E
A D S
L O
T
CL
B U
L K
H E
A D S
L O
T
CL
EL 24.25
F E
B R
U A
R Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R K I2 -S
B .D
G N
S T
R U
C T
U R
A L
S E
C T
IO
N S
L A
N D
S
ID
E H
E A
D W
A L
L
S-18
EL 32.0
C.J. EL 18.0
EL 2.5
EL 6.5
C.J. EL 18.0
EL 6.5
EL 2.5
CL STRUCTURE
C.J. EL 18.0
EL 2.5
EL 6.5
C.J. EL 25.0
C.J. EL 25.0 C.J. EL 25.0
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C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
JOINT SURFACE
CLJ DISBONDED
JOINT SURFACE
CLJ DISBONDEDWATERSTOP (TYP)
DUAL 9" PVC
CLJ
WATERSTOP
DUAL 9" PVC
THROUGH JOINT
#7 @ 12" CONTINOUS
SURFACE
DISBONDED JOINT
CONTROL JOINT,
THROUGH JOINT
#7 @ 12" CONTINOUS
THROUGH JOINT
#7 @ 12" CONTINOUS
WATERSTOP
DUAL 9" PVC
WATERSTOP (TYP)
DUAL 9" PVC
BOND BREAKER
SURFACE WITH
DISBONDED JOINT
CONTROL JOINT,
WATERSTOP (TYP)
DUAL 9" PVC
WALL (TYP)
SCOUR CUTOFF THROUGH JOINT
#7 @ 12" CONTINOUS
CLJ
SEE NOTE 1.
WATERSTOP IN CJ,
8'-0"
15'-0" (TYP)
MONOLITH
TYPICAL
5'-0"
10'-0"15'-0" (TYP)
MONOLITH
TYPICAL
CLJ
CLJ CLJ CLJ CLJ
WALL (TYP)
SCOUR CUTOFF
CLJ
CLJ CLJ
CLJCLJ
1'-9"
9"
EXTERIOR WALL
"4 17'-7
"4 16'-10 "4
16'-10
"4 17'-7
SEE NOTE 1.
WATERSTOP IN CJ,
SEE NOTE 1
CJ (TYP)
(TYP)
WATERSTOP
PERIMETER
DUAL 9" PVC
SEE NOTE 1.
WATERSTOP IN CJ,
WATERSTOP (TYP)
DUAL 9" PVC PERIMETER
FACE
EXTERIOR
BARREL
CJ (TYP) SEE NOTE 1
(TYP)
WATERSTOP
PERIMETER
DUAL 9" PVC
SEE NOTE 1
CJ (TYP)
"2 17'-5"2
17'-5
"4 16'-10"4
16'-10
(TYP)
6" CHAMFER
"A" 20'16'12'8'4'024"48"
CLSTRUCTURE
EL 17.5
"B" 12'8'4'024"48''
#7
#7
"C" 12" 6" 0 1' 2' 3' 4' 5'
#7#7
C .B .G
W .E .S
-H
H D
R C
R K I2 -S
B .D
G N
S T
R U
C T
U R
A L
O U
T L
E T C
O N
D U
IT
C O
N C
R E
T E E
N C
A S
E M
E N
T
S-19
STRUCTURECL
AN
S-19
AN
S-19
SECTION
SCALE: CS-19
AS
SECTION
SCALE: AS-19
AN
AS
S-19
SECTION
SCALE: CS-19
AT
AT
S-19
SECTION
SCALE: BS-19
AP SECTION
SCALE: BS-19
AR
J .S .F
LANDSIDE HEADWALL
AP
S-31
S-19
AR
S-19
SCALE: A
PROFILE
A CONDUIT CONRETE SEGMENT LIMITED BY TWO ADJACENT VERTICAL CONTROL JOINTS
NOTE: MONOLITH IS CONCRETE CAST WITH NO JOINTS OTHER THAN CONSTRUCTION JOINTS, i.e.
MUDMAT
TOP OF
F E
B R
U A
R Y
LAKESIDE HEADWALL
NOTES:
"FLAT TEE OR FLAT CROSS".
SHALL USE TYPICAL FABRICATED INTERSECTION
INTO INSIDE PERIMETER WATERSTOP. CONTRACTOR
1. CONSTRUCTION JOINT WITH WATERSTOP TEEING
S-19
DETAIL
SCALE: NTS
S-19
EL 6.5
BARREL INVERT
A
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C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -1
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M
LOCATION (TYP)
THERMISTOR
MONOLITH
TYPICAL CONDUIT
MONOLITH (TYP)
PER CULVERT
LOCATION, THREE
THERMISTOR
80'-0"
10'-0"15'-0"15'-0"15'-0"15'-0"10'-0"
"A" 20'16'12'8'4'024"48"
C .B .G
W .E .S
-H
H D
R C
R H
B -S
B .D
G N
S T
R U
C T
U R
A L
O U
T L
E T C
O N
D U
IT
S-20
C O
N C
R E
T E E
N C
A S
E M
E N
T C
O N
S T
R U
C T
IO
N S
E Q
U E
N
E
PLAN
CL STRUCTURE
CL STRUCTURE
LEGEND:
THERMISTOR
MONOLITH NUMBER
PHASE 1 MONOLITH
PHASE 2 MONOLITH
PHASE 3 MONOLITH
SECTION
DIAGRAM
CL CREST
SCALE: NTS
THERMISTOR PLACEMENT DETAIL
J .S .F
CULVERT CONDUIT CONSTRUCTION SEQUENCE NOTES:
M A
Y
SHALL USE THE MONTHLY NORMAL 30-YEAR AVERAGE FOR THE 1981-2010 PERIOD OF RECORD.
DATA CENTER (www.ncdc.noaa.gov) FOR STATION NUMBER USC00086485, OKEECHOBEE, FL. CONTRACTOR
MEAN AVERAGE DAILY TEMPERATURE BY MONTH SHALL BE AS REPORTED BY THE NATIONAL CLIMATIC
DEGREES FAHRENHEIT, FOR THE MONTH IN WHICH PHASE 2 OR PHASE 3 MONOLITHS WILL BE PLACED.
SEQUENCE, AS THE MEAN AVERAGE DAILY TEMPERATURE (DEGREE FAHRENHEIT BY MONTH), PLUS FOUR
9. AMBIENT TEMPERATURE SHALL BE DEFINED, FOR THE PURPOSE OF CULVERT CONDUIT CONSTRUCTION
EMBANKMENT FILL AGAINST THE STRUCTURES.
8. ALL CONCRETE OF HEADWALL AND CONDUIT SHALL REACH DESIGN STRENGTH PRIOR TO PLACING
7. AS PERMISSIBLE, PLACE PHASE 3 CONDUIT MONOLITHS 1 AND 6.
PHASE 3 MONOLITHS.
6. HEADWALLS AND ALL CONDUIT MONOLITHS SHALL COOL TO AMBIENT TEMPERATURE PRIOR TO PLACING
5. AS PERMISSIBLE, PLACE PHASE 2 CONDUIT MONOLITHS 3 AND 5.
PROCEDURE APPLIES TO ALL PHASES.
MONOLITH 4 SHALL COOL TO AMBIENT TEMPERATURE BEFORE PLACING MONOLITH 3. SIMILAR
CONTRACTING OFFICER PRIOR TO PLACING PHASE 2 MONOLITHS. FOR EXAMPLE, MONOLITH 2 AND
4. PHASE 1 MONOLITHS SHALL COOL TO AMBIENT TEMPERATURE AND SUPPORTING DATA SUBMITTED TO
3. PLACE PHASE 1 CONDUIT MONOLITHS 2 AND 4.
2. PLACE FILTER SOIL AND MUD MAT.
AND DAILY CONCRETE TEMPERATURE MONITORING IN ACCORDANCE WITH CONCRETE SPECIFICATION 13 51 00.
1. CONSTRUCT LAKESIDE AND LANDSIDE HEADWALLS AND COMMENCE WEEKLY SETTLEMENT MONITORING
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D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -2
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
1 2 3 4 5 6
#9 @ 12"
#9 @ 12"
#9 @ 12" #9 @ 12"
WALL OUTLINE
WALL OUTLINE
#9 @ 12" OC
#9 @ 12" OC
#9@12" OC
O C
#9 @ 12"
O C
(SEE NOTE 2)
SCOUR CUTOFF WALL
(SEE NOTE 2)
SCOUR CUTOFF WALL
#9 @ 12" OC
O C
#9 @ 12" OC
O C
#9 @ 12" OC
#9 @ 12" OC
O C
O C
O C
4'-0"33'-0"
#9 @ 12"
AND WASHERS @ 1'-8" OC (TYP)
15" X 8" WITH DOUBLE NUTS
" DIA SST ANCHOR BOLT4
AND WASHERS @ 1'-8" OC (TYP)
15" X 8" WITH DOUBLE NUTS
" DIA SST ANCHOR BOLT4
#9 @ 12"
@ 12"
#7 HOOK CJ
@ 12"
#7 HOOK CJ
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -2
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
"A" 24"12" 0 2' 4' 6' 8' 10'
NOTES:
R E
C E
S S
K
S-22
J
S-21
H
S-21
H
S-21
J
S-21
K
S-22
G
S-22
F
S-22
F
S-22
G
S-22
SECTION
SCALE: AS-21
J SECTION
SCALE: AS-21
H
S-22
E
S-22
E
S-22
SCALE: A
PLAN
SUMP " /FT2
SHEET PILING.
SEE SPECIFICATION 31 41 16 FOR METHODOLOGY TO CUT HOLES IN
2. FOUNDATION REINFORCEMENT PENETRATES SCOUR CUTOFF WALL.
TABLES ON SHEET S-01.
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTHS SEE
S-22
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
R E
IN
F O
R C
E M
E N
T
L A
K E
S
ID
E H
E A
D W
A L
S-21
#9 @ 12" #9 @ 12"
C.J.
#4 @ 12"
#4 @ 12" #4 @ 12"
SCOUR CUTOFF WALL
#9 @ 12"
#9 @ 12" #9 @ 12" 12" #9 @
#4 @ 12"
#9 @ 12"
#9 @ 12"#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12" #9 @ 12"#9 @ 12"
C O
V E
R
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12" #9 @ 12"
#9 @ 12"
FOR CLARITY
NOT SHOWN
HOOK BARS
AND WASHERS @ 1'-8" OC (TYP)
15" X 8" WITH DOUBLE NUTS
" DIA SST ANCHOR BOLT4
(SEE DWG NO. S-33)
SCOUR CUTOFF WALL
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -2
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
"A" 24"12" 0 2' 4' 6' 8' 10'
"B" 12" 6" 0 1' 2' 3' 4' 5'
SECTION
SCALE: AS-21
K
NOTES:
TABLES ON SHEET S-01.
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTHS SEE
DETAIL
SCALE: BS-21
SECTION
SCALE: AS-21
F
SECTION
SCALE: AS-21
G
SECTION
SCALE: AS-21
E
M A
Y
J .S .F
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
R E
IN
F O
R C
E M
E N
T
L A
K E
S
ID
E H
E A
D W
A
S-22
#4 STIRRUPS @ 6" OC
#5 @ 12"
#9 @ 12" EF
E F
E F
O C
O C
#9 @ 12"
#9 @ 12"
#9 @ 12" OC, TOP AND BOTTOM
OC, EF
#9 @ 12"
OC, EF
#9 @ 12"
#5 TIES @ 6"
#5 STIRRUPS @ 6"#7 @ 9"
#7 @ 9"
#9 @ 12"
C.J.
#9 @ 12"
O C
#9 @ 12" OC, TOP AND BOTTOM
#9 @ 12"
#9 @ 12"#9 @ 12"
O C
#9 @ 12"
C.J.
FOR CLARITY
NOT SHOWN
#7 HOOK BARS
#8 @ 12"
#8 @ 12"
#9 @ 12"
#7 @ 9" OC, T & B
C.J. C.J.
#4 HAIRPIN @ 6" OC
#9 @ 12" OC, EF
#9 @ 12" OC, EF
C.J.
PLATFORM
SERVICE
#9 @ 12" #9 @ 12"
O C E
F
O C E
F
E F
E F
#9 @ 12"
C.J.
C.J.
C.J.C.J.
C.J.
C.J.
C.J.
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -2
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
NOTES:
TABLES ON SHEET S-01.
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTHS SEE
#7#7
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S-23
S T
R U
C T
U R
A L
L A
K E
S
ID
E H
E A
D W
A L
L
R E
IN
F O
R C
E M
E N
T
"B" 3'2'1'06"12''
"A" 6'4'2'012"24''
S-23
BB SECTION
SCALE: BS-23
BB
SECTION
SCALE: AS-23
BA
SECTION
SCALE: AS-08
T
SECTION
SCALE: AS-08
M
J .S .F
2 - #8 2 - #8
BD
S-24
BD
S-24
BA
S-23
BA
S-23
BC
S-24
S-30
M A
Y
#8 @ 12" EF
#8 STIRRUP @ 12"
#8 @ 12"
#8 @ 12"
C.J.
#5 STIRRUP @ 6"
#5 TIE @ 6"
#5 TIE @ 6"
GATE THIMBLE
WATERSTOP (TYP)
#8 @ 12"
#8 @ 12"
#8 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
C.J.
#7 HOOK @ 12"
#8 @ 12" EW, EF
#7 HOOK @ 12"
#7 HOOK @ 12"
#7 HOOK @ 12"
O C
#9 @ 12" OC
MIN 54"
WATERSTOP
DUAL 9" PVC
(TYP)
THIMBLE
GATE
#8 @ 12"
M
IN
#9 @ 12" EW, EF
O C E
F
#8 @ 12" EF
TOP AND BOTTOM
5 - #10 @ EQ SPACE
4- #8 @ 6" 3- #5 @ 12" T/B
#8 @ 12" EF
#9 @ 12" EF
#5 @ 12"
#5 @ 12"
#9 @ 12"
E F
C.J.
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -2
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
NOTES:
CULVERT OPENING
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S-24
S T
R U
C T
U R
A L
L A
K E
S
ID
E H
E A
D W
A L
L
R E
IN
F O
R C
E M
E N
T
"A" 6'4'2'012"24''
"B" 3'2'1'06"12''
#10 (TYP)
S-24
DETAIL
SCALE: B
S-24
SECTION
SCALE: AS-23
BD
J .S .F
#9 @ 12"
#9 @ 12"#9 @ 12"
#9 @ 12"
#9 @ 12" EF
#9 @ 12"
4 - #8
2. #7 HOOK BARS SHALL MATCH REINFORCEMENT IN CONDUIT.
TABLES ON SHEET S-01.
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTHS SEE
9 @ 12" EF
SECTION
SCALE: BS-23
BC
DETAIL
SCALE: B
S-24
S-24
M A
Y
SECTION
SCALE: AS-08
CLJ
C.J.
C.J. #9 C.J.
#8
#9
#9 @ 12"
HEADWALL
OULTINE OF
#7 HOOK @ 12"
#9 @ 12"
#9 @ 12"
#8 @ 12"
C.J.
#4 @ 12" #4 @ 12"
C.J.
#8
(SEE NOTE 2)
SCOUR CUTOFF WALL
3'-0"
2 - #8
C.J.
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#8 @ 12"
#8 @ 12"
#8 @ 12"
(SEE NOTE 4)
SMOOTH DOWEL (TYP)
#9 @ 12"3'-0"#9 @ 12"
C.J.
#9 # 12" #9 @ 12"
#9 @ 12"
#7 HOOK @ 12"
#9 @ 12"
(SEE NOTE 2)
SCOUR CUTOFF WALL
O F C
U L
V E
R T W
A
E F
C.J.
C.J.C.J.
A
B
C
D
1234567
D
C
B
A
8 7 6 5 4 3 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D R
A W
IN
G D
A T
E
F
IL
E N
U M
B E
R
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
D E
S C
R
IP
T
IO
N N o
S Y
M Z
O N
E
J A
C K
S O
N V
IL
L E F
L O
R
ID
A
J A
C K
S O
N V
IL
L E D
IS
T R
R P
S O
F E
N G
IN
E E
R S
A B
C D
D E
P A
R T
M E
N T O
F T
H E A
R M
Y D
E S
IG
N E
D B
Y 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 \C
S
F \H e rb e rt H o o v e r
D ik e R e h a b il it a ti o n \0
-C u lv e rt R e h a b il it a ti o n \S -2
H P -5
P la n s \0
S tr u c tu re s \S -2
A -N
A N
S -2
H P -5
R E
C O
N S
T R
U C
T
IO
N
S T
R U
C T
U R
E R
E P
L A
C E
M E
N T
H E
R B
E R
T H
O O
V E
R D
IK
E R
E H
A B
IL
IT
A T
IO
N
N /A
N /A
/2
/2
A S S
H O
W N
GRAPHIC SCALE
W E
P -1
-R -0
M .C
NOTES:
NOTE: HEADWALL REINFORCEMENT NOT SHOWN FOR CLARITY
C .B .G
W .E .S
-H
H D
R C
R H
P -S
B .D
G N
S T
R U
C T
U R
A L
L A
K E
S
ID
E H
E A
D W
A L
L
R E
IN
F O
R C
E M
E N
T
S-25
"A" 6'4'2'012"24''
"B" 3'2'1'06"12''
S-25
SECTION
SCALE: BS-25
BE
SECTION
SCALE: AS-08
SSECTION
SCALE: AS-08
AG
BE
#9 @ 12"
(TYP)
#9 @ 12"
#9 @ 12"
J .S .F
M A
Y
" DIA X 36" LONG SMOOTH DOWEL, SEE DETAIL 7 ON SHEET S-57.2
14. 1
3. #7 HOOK BARS SHALL MATCH REINFORCEMENT IN CONDUIT.
SHEET PILING.
SEE SPECIFICATION 31 41 16 FOR METHODOLOGY TO CUT HOLES IN
2. FOUNDATION REINFORCEMENT PENETRATES SCOUR CUTOFF WALL.
TABLES ON SHEET S-01.
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTHS SEE
C.J.
WALL OUTLINE
WALL OUTLINE
#9 @ 12" OC
#9 @ 12"
O C
O C
#9 @ 12"
O C
O C
#9 @ 12"
#9 @ 12" OC
#9 @ 12" OC
C.J.
#9 @ 12"
O C
O C
33'-0"4'-0"
#9 @ 12" #9 @ 12" #9 @ 12"
#9 @ 12"
#9 @ 12"
#7 HOOK @ 12"
WALL
CUTOFF
SCOUR
AND WASHERS @ 1'-8" OC (TYP)
15" X 8" WITH DOUBLE NUTS
" DIA SST ANCHOR BOLT4
AND WASHERS @ 1'-8" OC (TYP)
15" X 8" WITH DOUBLE NUTS
" DIA SST ANCHOR BOLT4
WALL
CUTOFF
SCOUR
#9 @ 12" #9 @ 12"#9 @ 12"
O C
@ 12"
#7 HOOK
#9 @ 12"
#9 @ 12"
A
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O of Engineers
US Army Corps
Jacksonville District
DEPENDS ON YOU
SAFETY ON THIS JOB
DRAWING NO.
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SCALE: A
NOTES:
R E
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S S
S-27
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S-27
G
S-26
F
S-26
F
S-26
G
S-26
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S-27
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S-27
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S-27
SECTION
SCALE: AS-26
G SECTION
SCALE: AS-26
F
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V
S-27
V
S-27
SHEET PILING.
SEE SPECIFICATION 31 41 16 FOR METHODOLOGY TO CUT HOLES IN
2. FOUNDATION REINFORCEMENT PENETRATES SCOUR CUTOFF WALL.
TABLES ON SHEET S-01.
1. FOR REINFORCEMENT LAP SPLICE AND EMBEDMENT LENGTHS SEE
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W .E .S
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S-26
#9 @ 12" #9 @ 12"
SCOUR CUTOFF WALL
C.J.
#4 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12" #9 @ 12"
#9 @ 12"
#9 @ 12" #9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12" #9 @ 12"#9 @ 12"
#9 @ 12"
#4 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12"
#9 @ 12" #9 @ 12"
#9 @ 12"
#9 @ 12"
#4 @ 12"
1'-0"
#9 @ 12"
AND WASHERS @ 1'-8" OC (TYP)
15" X 8" WITH DOUBLE NUTS
" DIA SST ANCHOR BOLT4
(SEE…
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