01_DRAFT_CNT2_Plans_6Mechanical.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This is a draft mechanical plans document released as part of a special notice for the Comprehensive Everglades Restoration Plan's Broward County Water Preserve Areas Contract 2 project in Florida, managed by the US Army Corps of Engineers Jacksonville District. The document is being released for informational purposes only and is not a solicitation.
The project involves construction of a dam and levee embankment, a 113-acre wetland mitigation area, 12 water control structures (including gated culverts, ungated culverts, and fixed weirs), and environmentally sensitive area systems. Key components include a dam embankment approximately 15 feet high with 4,800 feet of slurry wall, backfilling of existing quarry pits up to 55 feet deep, and stormwater management for a two square-mile drainage area. Interested parties can submit questions and feedback on the draft plans through ProjNet using Bidder Inquiry Key P437TE-HNNN86 by March 14, 2025, at 5:00 PM EST.
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M-2801
S-506A INLET GATE - SECTION
A1
S-506A EMERGENCY STOPLOG & INLET GATE - ELEV.
A4
E6
SCALE: NTS
ISOMETRIC VIEW (SEE NOTE 5)
SECTION
A7
POSITION INDICATOR
WITH MARKINGS FOR
TRANSPARENT STEM COVER
INDICATOR
GATE POSITION
GATE YOKE
EL. 19.0
CONCRETE DECK
STEM GUIDE (TYP)
STAINLESS STEEL
SCREW STEM
2.5"Ø (MIN)
STRUCTURE
INTAKE CONCRETE
POSITION
IN FULLY CLOSED
4'-0" (W) x 4'-0" (H)
S-506A GATE
STAINLESS STEEL
48"Ø HOLE
GATE FRAME
STAINLESS STEEL
C L
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ID
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IN
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SIZE 8'-6" (W) x 6'-8"
STOPLOG
S-506A EMERGENCY
STAINLESS STEEL
DOGGING BEAM (TYP)
4'-0" (W) x 4'-0" (H)
STAINLESS STEEL S-506A GATE
6'-6"
3'-0"
FOR CLARITY)
(GATE EQUIPMENT NOT SHOWN
IN DOGGED POSITION
EMERGENCY STOPLOG
DOGGING BEAM (TYP)
POSITION
IN FULLY CLOSED
8'-6" (W) x 6'-8" (H)
STOPLOG
S-506A EMERGENCY
STAINLESS STEEL
SILL EL. 3.80
STOPLOG
E1
S-506A EMERGENCY STOPLOG AND INLET GATE - PLAN
POSITION INDICATOR
WITH MARKINGS FOR
TRANSPARENT STEM COVER
BEVEL GEAR REDUCER
ELECTRIC ACTUATOR WITH
MIN C6 X 10.5, TYP
GATE YOKE
6'-6"
3'-0"1'-9"
M A
X
POSITION
IN FULLY CLOSED
8'-6" (W) x 6'-8" (H)
STOPLOG
S-506A EMERGENCY
STAINLESS STEEL
SILL BEAM
STOPLOG
BEAM (TYP)
DOGGING
POSITION EL 16.16
STOPLOG IN DOGGED
BOTTOM OF
STRUCTURE
CONCRETE
INTAKE
CLEAR WIDTH OPENING
8'-6"
STEM GUIDE (TYP)
STAINLESS STEEL
DRAWINGS FOR DETAILS)
(REFER TO STRUCTURAL
INLET VENT
STRUCTURE
INTAKE CONCRETE
POSITION
IN FULLY CLOSED
4'-0" (W) x 4'-0" (H)
S-506A GATE
STAINLESS STEEL
CULVERT PIPE
INSIDE DIAMETER OF
48"Ø HOLE TO MATCH
EL 10.46
TOP OF STOPLOG
EL 9.80'
USUAL HW
HANDWHEEL EL. 22.5
STAINLESS STEEL
STEM GUIDE, TYP
GATE FRAME
STAINLESS STEEL
WITH BEVEL GEAR REDUCER
ELECTRIC ACTUATOR
GEAR REDUCER
WITH BEVEL
ACTUATOR
ELECTRIC
STAINLESS STEEL
WITH HAND WHEEL OPERATION
MOTORIZED ACTUATOR
GATE POSITION INDICATOR
STAINLESS STEEL GATE FRAME
CONCRETE DECK EL. 19.00
4'-0"
IN OPEN POSITION
S-506A GATE
STAINLESS STEEL
IN OPEN POSITION
S-506A GATE
STAINLESS STEEL
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SHEET ID
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I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
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N T
Y
F L
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ID
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0 4' 8'2' 0 4' 8'2'
FLOW
0 4' 8'2'
EL -4.00
TOP OF GATE
EL -8.00
INVERT
GATE SILL
N
0 4' 8'2'
EL -8.00
INVERT
GATE SILL
EL 19.00
CONCRETE DECK
EL. 10.30'
EXREME HW
EL. 9.30'
UNUSUAL HW
CONTAMINATION (NOT SHOWN ON DRAWINGS).
ACCORDION STYLE STEM BOOT TO BE PROVIDED TO MINIMIZE DEBRIS 10.
INDICATOR.
REFER TO SHEETS MZ0001 TO MZ0006 FOR DETAILS ON THE POSITION 9.
(NEMA 6 RATING) AND A SUPPLY OF 240VAC, 1-PHASE, 60Hz.
ELECTRIC ACTUATORS MUST BE SUITABLE FOR OUTDOOR APPLICATIONS 8.
INFORMATION AND REQUIREMENTS.
THE CONTRACTOR, REFER TO SPECIFICATION 35 20 16.54 FOR ADDITIONAL
GATE/ ACTUATOR DESIGN AND OPERATION MUST BE THE RESPONSIBILITY OF 7.
PER MIN.
STEM WITH AN APPROXIMATE CAPACITY OF 5 KIPS AND SPEED OF 6-INCHES
GATE OPERATOR MUST BE AN ELECTRICALLY (MANUAL) ACTUATED SCREW 6.
CERTAIN STRUCTURAL ELEMANTS ARE NOT SHOWN FOR CLARITY.5.
REFER TO SHEET S-2801 FOR STRUCTURAL DETAILS.4.
GATE.
SLIDE GATE UTILIZES A WALL MOUNTED FRAME FOR ANCHORAGE OF THE 3.
ARE SHOWN ON SHEETS M-2803 AND M-2804.
DETAILS OF EMERGENCY CLOSURE STOPLOGS AND ASSOCIATED EQUIPMENT 2.
AND ASSOCIATED EQUIPMENT ARE SHOWN ON SHEET M-2802.
REQUIREMENTS FOR THE SLIDE GATES. DETAILS OF CULVERT SLIDE GATES
SPECIFICATION SECTION 35 20 16.54 FOR ADDITIONAL INFORMATION AND
GATE DETAILS SHOWN ARE FOR BIDDING PURPOSES ONLY. SEE 1.
GENERAL SHEET NOTES
FLOW
EL 22.50±
HANDWHEEL
HW EL 13.20'
MAX MSFL
A4
A7
A7
A1
A1
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M-2802
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SKIN PL
MIN 1/4"
SIDE SEAL
GATE END PL
SKIN PL
THRUST POCKET
HORIZONTAL GIRDER, TYP
SIDE SEAL
DIAPHRAGM, TYP
VERTICAL
THRUST POCKET
CL OF GATE
SYMMETRY ABOUT
MIN 1" Ø, TYP
MIN. 1/2" THICK
CONNECTION CLEVIS PL
SCREW STEM
SKIN PL
MIN 1/4"
BENT PL, TYP
HORIZONTAL GIRDER
TYP
VERTICAL DIAPHRAGM,
D8
SIDE GUIDE BLOCKOUT AND SEAL DETAIL
D4
ISO VIEW - S-506A INLET GATE
A4
SKIN PLATE
BOTTOM SEAL
GATE END PL
A P
P R
O X
IM
A
T E
H E
IG
H
T O
F T
H E
G A
T E
4'-0"W = NOMINAL WIDTH OF GATE
C8
TOP SEAL SECTION DETAIL
A8
BOTTOM SEAL BLOCKOUT DETAIL
GATE FRAME, TYP
STAINLESS STEEL
CONCRETE
NOTE 5
MIN Ø 3/4", TYP MAX 9" SPACING (NOTE 2)
STAINLESS STEEL THREADED STUD
SEAL SEAT
FASTENERS, TYP
UHMWPE GUIDE AND
REPLACEABLE
4'-0" (W) X 4'-0" (H)
S-506A GATE
STAINLESS STEEL
MIN 1/4"
SKIN PL
Ø 48" CONDUIT
THIMBLE, MIN 1/2" THK
TRANSITION (TYPE F)
CIRCULAR
STAINLESS STEEL
GATE 4'-0" (W) X 4'-0" (H)
STAINLESS STEEL S-506A
STAINLESS STEEL FASTENERS
SEAL SYSTEM WITH
REPLACEABLE UHMWPE TOP
MIN Ø 3/4", TYP MAX 9" SPACING
STAINLESS STEEL ROD ANCHOR
CONCRETE
NOTE 5
MIN 3/8" THK
(TYPE F) THIMBLE,
CIRCULAR TRANSITION
STAINLESS STEEL
/4 M
A X
Ø
C
O N
C R
E T
E P
IP
E
MIN 1/4"
SKIN PL
7 1/4" MAX
MIN 1/4 " THK
MIN 1/4" THK
CONCRETE
MIN Ø 3/4", TYP MAX 9" SPACING
STAINLESS STEEL ADHESIVE ANCHOR
NOTE 5
TRANSITION (TYPE F) THIMBLE, MIN 1/2" THK
STAINLESS STEEL CIRCULAR
GATE FRAME
STAINLESS STEEL
GATE 4'-0" (W) X 4'-2 1/2" (H)
STAINLESS STEEL S-506A
STEEL FASTENERS
WITH STAINLESS
SEAL SYSTEM
RESILIENT BOTTOM
REPLACEABLE
EPOXY GROUT MIN 1" THK
MASTIC OR GASKET
MIN 1/4" THK
STIFFENER
EL. -8.00
SILL GATE
MIN 1/4 "
SKIN PL
R 1/4"
M A
X
SUPPORT, TYP
STEM GUIDE
STEM GUIDE
STAINLESS STEEL
GUIDE COLLAR
STAINLESS STEEL
SCREW STEM
MIN Ø 2.5"
BUSHING
SELF LUBRICATING
B1
S-506A FABRICATED STAINLESS STEEL GATE - ELEVATION
D1
E5
ISO VIEW - STEM GUIDE DETAILS
ISO VIEW - S-506A INLET GATE
A4
TYP, 100% NDE
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
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O R
P S
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IN
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S ta n te c T
E T
R A
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C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
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FLOW
F L
O W
F L O
W
(NOTE 3)
TYP, 100% NDE
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
ANCHORAGE TO BE DETERMINED BY THE CONTRACTOR.
THREADED COUPLING FOR ANCHOR STUD; DETAILS OF FRAME/THIMBLE 5.
THE SURFACE FINISH MUST BE PER ASME B46.1.4.
REQUIREMENTS OF SECTION 05 59 20.
EXAMINED AS NOTED ON THIS SHEET IN ACCORDANCE WITH THE
GATE STRUCTURAL WELDS. ALL FRACTURE CRICTICAL MUST BE 100% NDE
CONTRACTOR RESPONSIBLE FOR THE FINAL LAYOUT AND DESIGN OF THE
STRUCTURAL WELDS OF THE GATE LEAF (FRACTURE CRITICAL); THE
WELD LOCATIONS AND DETAILS ARE SHOWN TO IDENTIFY THE PRIMARY 3.
GATE FOR A NOMINAL PIPE OPENING DIAMETER OF 4'-0".2.
MUST BE MINIMUM 1/4" THICK, UNLESS OTHERWISE NOTED.
REQUIREMENTS FOR THE SLIDE GATES. STRUCTURAL MEMBERS AND PLATES
SPECIFICATION SECTION 35 20 16.54 FOR ADDITIONAL INFORMATION AND
GATE DETAILS SHOWN ARE FOR BIDDING PURPOSES ONLY. SEE 1.
GENERAL NOTES
(NOTE 3)
TYP, 100% NDE
(NOTE 3)
TYP, 100% NDE
(NOTE 3)
TYP, 100% NDE
(NOTE 3)
TYP, 100% NDE
(NOTE 3)
TYP, 100% NDE
32SURFACES ONLY
FOR SEALING
FLOW
FLOW
F L
O W
6"0 12"3" 6"0 12"3"
6"0 12"3"
6"0 12"3"
S U
R F
A C
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O N
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F O
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E A
L
IN
G
B1
B1
D4
D4
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M-2803
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G A
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SKIN PL
FLANGE PL FCM
WEB PL FCM
WHEEL, TYP
BOTTOM SEAL
A5
SCALE: NTS
ISO VIEW - S-506A STOPLOG
STOPLOG U/S ELEVATION AND STOPLOG D/S ELEVATION
D5
D7
C9
LIFTING PIN, TYP
LIFTING LUG AND
SYMMETRY
CL STOPLOG
CL TO CL OF WHEEL = 9'-5 1/2 "
CL TO CL OF SEAL = 8'-4 3/4 "
11 5/8 "2'-1 1/2 "2'-7"2'-1 1/2 "11 5/8 "
1'- 3/4 "
H E
IG
H
T O
F T
H E
G A
T E
CL STOPLOG SYMMETRY
3/8" X 8", TYP
STIFFENER PL
1/4" X 1'-0"
STIFFENER PL
1/2" X 5", TYP
FLANGE PL FCM
SKIN PL 3/8"
1/2" X 12", TYP
STIFFENER PL
SKIN PL 3/8"
Ø2" X 4" (LG) LIFTING PIN
STOPLOG LIFTING LUG, TYP
Ø 13 3/4" WHEEL ,TYP
GUIDE SHOE, TYP
SKIN PL 3/8"
1/2" X 13", TYP
END PL
3" X 45° CHAMFER, TYP
6 7/8 "
2 3/4", TYP
OUTER TO OUTER GUIDE SHOE = 10'- 1/2 "
(SEE NOTE 3)
APPROXIMATE CG OF GATE = 5 3/4 "
MIN 2" CLR
/4
/4
(SEE NOTE 3)
APPROXIMATE CG OF GATE = 5 3/4 "
ADJACENT COMPARTMENT
TO DRAIN HOLES IN
THAT WATER CAN PASS
CORNERS OF PLATE SO
COPE THE BOTTOM TWO
1/2" X 3" X 12"
BEARING PL
1/2" X 3" X 12"
BEARING PL
1/2" X 3" X 12"
BEARING PL
3/8" SKIN PL
1/4" THK, TYP
DIAPHRAGM
VERTICAL
END PL FCM
WELD ACCESS HOLE, TYP
PIN SUPPORT PL P 5/8"
1/2" X 12", TYP
WEB PL FCM
1/2", TYP
STIFFENER PL
S O
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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S ta n te c T
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R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
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F L
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TYP, FCW
TYP
THE REQUIREMENTS OF SECTION 05 59 20.
100% NDE EXAMINATION AS NOTED ON THIS SHEET IN ACCORDANCE WITH
MEMBERS AND WELDS CONNECTED TO THESE MEMBERS MUST ADHERE TO
MEMBERS LABELED "FCM" MUST BE CONSIDERED AS FRACTURE CRITICAL 7.
ALL FILLET WELD SIZE MUST BE MIN. 5/16" UNLESS NOTED OTHERWISE.6.
FOR DETAILED FABRICATION REQUIREMENTS REFER TO SECTION 35 20 14.5.
NOT SHOWN ON THESE DRAWINGS.
WHERE WATER WOULD OTHERWISE TEND TO ACCUMULATE WHETHER OR
PROVIDE Ø2" DRAIN HOLES ON THE STOPLOG STRUCTURE AT LOCATIONS 4.
MUST BE LOCATED AT THE FINAL CG OF THE STOPLOG.
VERTICALLY FROM ITS LIFTING LUGS. THE LIFTING LUGS ON THE STOPLOG
AND ± 1/16" IN THE THICKNESS DIRECTION) OF THE STOPLOG WHEN HUNG
REQUIRED TO ASCERTAIN THE PLUMBNESS (± 1/4" IN THE WIDTH DIRECTION
DURING SHOP ASSEMBLY AND TESTING. BALLAST MUST BE ADDED AS
THE CG OF ASSEMBLED GATE MUST BE CONFIRMED BY THE CONTRACTOR 3.
AND SEAL BOLTS). CONTRACTOR MUST VERIFY WEIGHT.
ESTIMATED WEIGHT OF ASSEMBLED STOPLOG - 6000 LBS (INCLUDING SEALS 2.
CRANE - QUANTITY 1 REQUIRED FOR ISOLATION OF STRUCTURE.
STAINLESS STEEL STOPLOG SIZE 8'-6" (W) X 6'-8" (H) OPERATED BY MOBILE
THE DRAWING SHOWS THE GENERAL ARRANGEMENT LAYOUT OF THE
ARE THE RESPONSIBILITY OF THE CONTRACTOR TO DEVELOP AND FINALIZE.
REQUIREMENTS FOR STOPLOGS/BULKHEAD. THE DESIGN DETAILS SHOWN
REFER TO SPECIFICATION SECTION 35 20 14 FOR INFORMATION AND
DETAILS OF STOPLOG/BULKHEADS ARE FOR BIDDING PURPOSES ONLY. 1.
GENERAL NOTES
F
LO
W
2'0 1' 4' 2'0 1' 4' 2'0 1' 4'
2'0 1' 4'
FLOW
FLOW
FLOW
TYP
TYP, FCW
TYP, FCW
1/4
1/4
1/4
1/4
2'0 1' 4'
A1
A1
C9
C9
D7
D7
D5
D5
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
W
E B
B E
D D
E D
P A
R T
S E
C T
IO
N
S
S -5
A
E M
E R
G E
N C
Y C
L O
S U
R E
S T
O P
L O
G
M-2804
D
Z E
M A
IT
IS
E C
L O
U
G A
R
E
.Q S
P A
C E
S
CL TO CL OF WHEEL TRACK = 9'-5 1/2 "
CLEAR WIDTH OF STOPLOG OPENING = 8'-6"
1'-3" 3 E.Q. SPACES @ 2'-6" = 7'-6" 1'-3" 6"6"
11'-0"
1'-3"1'-3"1'-3"6"
7 1/2 "7 1/2 "
/2
E
.Q S
P A
C E
S
/2
5"
1'-3"
2'-0"
/2
E
.Q S
P A
C E
S
/2
E
.Q S
P A
C E
S
STIFFENER 1/2", TYP
BEAM, TYP
WHEEL TRACK
ANCHOR, TYP
TYPE B
OPENING
CL OF STOPLOG
ANCHOR, TYP
TYPE A
1/2", TYP
STIFFENER
SILL BEAM
CONCRETE, TYP
FIRST STAGE
BEAM, TYP
DOGGING
1'-3"
4 E.Q. SPACES @ 2'-6" = 10'-0"
ANCHOR, TYP
TYPE B
RECOMMENDATION
PER MANUFACTURER'S
OR EQUIVALENT, WELD
1/2" X 6" H4L STUD
BOLTING TO FORM WORK
(2X) Ø1/4" THRU FOR
RECOMMENDATION
PER MANUFACTURER'S
OR EQUIVALENT, WELD
1/2" X 6" H4L STUD
BOLTING TO FORM WORK
(2X) Ø1/4" THRU FOR
ANCHOR, TYP
TYPE A
COUPLING, TYP
THREADED
8'-6" (W) X 6'-8" (H), TYP
STAINLESS STOPLOG
BOTTOM SEAL, TYP
1/2" X 6", TYP
SS SILL PL
EL. 3.80
STOPLOG SILL
CONCRETE, TYP
FIRST STAGE
CONCRETE, TYP
SECOND STAGE
ANCHOR, TYP
TYPE B
DECK EL. 19.00
DOGGING BEAM
CONCRETE, TYP
FIRST STAGE
TYP
L 1/2" X 3" X 3", ANCHOR, TYP
TYPE A
BEAM
SILL
GUIDE BAR, TYP
ANCHOR, TYP
TYPE B
ANCHOR, TYP
TYPE A
BAR, TYP
CL OF GUIDE
ANCHOR, TYP
TYPE A
COUPLING, TYP
THREADED
TYPE B ANCHOR, TYP
ANCHOR, TYP
ALIGNMENT
BEAM, TYP
WHEEL TRACK
SS TRACK PL
SKIN PL
3/8" THK
CONCRETE, TYP
SECOND STAGE
CONCRETE, TYP
FIRST STAGE
4"
1" 1"
1"
1/2 "
1/2 "
2"4"1"
8"
1"
/2
2'-0"
MIN 2" CLR
PRE COMPRESSION
1/4 " SEAL
1 3/8 "
1/4 " GAP, TYP
1/4 " GAP
9 1/4 "5 3/4 "
1'-3"1'-3"
10"5"
1/2 "
PRE COMPRESSION, TYP
1/4 " SEAL
/8
/8
/4
CL TO CL OF WHEEL TRACK = 9'-5 1/2"
1/4 " GAP, TYP 1
/8
CLEAR WIDTH OF THE OPENING = 8'-6"
S-506A STOPLOG GROOVE AND EMBEDDED PARTS
EMBEDDED PARTS
E7
SCALE: NTS
S-506A STOPLOG SILL BEAM AND EMBEDDED PARTS
9'-11"
SCALE: NTS SCALE: NTS
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S I Z
E
S U
B M
IT
T
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B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
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O B
L V
D
J A
C K
S O
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IL
L
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L
C
-1 C
N T
M
-2 .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2
S ta n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
F
O W
FLOW
FLOW
TYPE A ANCHOR TYPE B ANCHOR
A
SECTION
(NOTE: SECOND STAGE CONCRETE NOT SHOWN FOR CLARITY)
B
SECTION
C
SECTION
1/4"
ALIGNMENT STUDS
TYP, FIELD WELD
0 2' 4'1'0 2' 4'1'
0 2' 4'1'
0 2' 4'1'
C
A
B
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
W E
B
C H
A N
IC
A
L A
R R
A N
G E
M E
N T
S -5
B
G A
T E
S T
R U
C T
U R
E
R T
O L
E N
T
IN
O
O
G A
R C
IA
E C
L O
U G
H
M-2901
S-506B INLET - PLAN
E1
MAINTENANCE
S-506B OUTLET WINGWALL - ELEVATION
C5
S-506B INLET HEADWALL - SECTION
S-506B OUTLET - PLAN
S-506B OUTLET WINGWALL - SECTION
72"Ø HDPE WALL PIPE
S-506B INLET HEADWALL - ELEVATION
C1
STOPLOG EL 6.25'
TOP OF
STOPLOG EL 6.25'
MAINTENANCE
TOP OF
STOPLOG EL 6.25'
MAINTENANCE
TOP OF
STOPLOG
MAINTENANCE
STOPLOG
MAINTENANCE
STOPLOG
MAINTENANCE
72"Ø HDPE WALL PIPE
STOPLOG EL 6.00'
MAINTENANCE
TOP OF
STOPLOG EL 6.00'
MAINTENANCE
TOP OF
STOPLOG EL 6.00'
MAINTENANCE
TOP OF
11'-0" 2'-0" 11'-0"
11'-0"2'-0"11'-0"
13'-0"
13'-0"
WALL PIPE
72"Ø HDPE
WALL PIPE
72"Ø HDPE
INV EL -3.00
CULVERT INV EL -3.00
CULVERT
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
-2 .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
N
N
EL -4.83
EL -4.83
EL. 4.70'
USUAL HW
EL. 5.00'
UNUSUAL HWEL. 5.40'
EXTREME HW
TOC EL 6.50
TOC EL 6.50
F L
O W
TOC EL 2.50
F L
O W
EL -6.33
TOC EL 6.50
EL -4.83
0 4' 8'2'
0 4' 8'2'
0 4' 8'2'0 4' 8'2'
0 4' 8'2'
0 4' 8'2'
EL. 3.70'
USUAL TW EL. 4.20'
UNUSUAL TW
EL. 5.40'
EXTREME TW
STOPLOGS.
REFER TO SECTION 35 20 14 FOR INFORMATION ON THE MAINTENANCE 3.
REFER TO S-2901 FOR STRUCTURAL DETAILS.2.
SHOWN ON SHEET MZ0008.
DETAILS OF MAINTENANCE STOPLOGS AND ASSOCIATED EQUIPMENT ARE 1.
GENERAL SHEET NOTES
EL -3.00
C1
A1
A1
C5
A5
A5
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
S-508A OUTLET - PLAN VIEW
S-508A OUTLET HEADWALL - ELEVATION
S-508A OUTLET - SECTION
FLAP GATE
W W
E B
C H
A N
IC
A
L A
R R
A N
G E
M E
N T
S -5
A
G A
T E
S T
R U
C T
U R
E
M-3101
R T
O L
E N
T
IN
O
E C
L O
U
G A
R
STOPLOG
STOPLOG
STOPLOG EL. 5.50
MAINTENANCE
TOP OF
S-508A OUTLET HEADWALL - SECTION
D5
52.6°
EL -2.50
INVERT
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
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L
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-1 C
N T
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-3 .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
EL -3.50
TOC EL 5.00
EL -3.50
EL. 3.60'
USUAL TW
EL. 4.10'
EXTREME TW
FLOW
EL. 3.80'
UNUSUAL TW
0 2' 4'1'0 2' 4'1'
0 2' 4'1'
EL. 4.10'
USUAL HW
EL. 4.70'
EXTREME HW
EL. 4.40'
UNUSUAL HW
FLOW
TOC EL 5.00
N
COORDINATED WITH THE INSTALLATION OF ANCHORS.
SUPPLIER PROVIDED TEMPLATE. REINFORCEMENT SPACING MUST BE
MAY BE POST-INSTALLED EPOXY SET ANCHORS OR CAST IN PLACE BASED ON
ANCHOR EMBEDMENT MUST BE PROVIDED BY THE CONTRACTOR. ANCHORS 6.
STOPLOGS.
REFER TO SECTION 35 20 14 FOR INFORMATION ON THE MAINTENANCE 5.
REFER TO SECTION 35 20 17 FOR INFORMATION ON THE FLAP GATE.4.
REFER TO S-3101 FOR STRUCTURAL DETAILS.3.
SHOWN ON SHEET MZ0008.
DETAILS OF MAINTENANCE STOPLOGS AND ASSOCIATED EQUIPMENT ARE 2.
ON SHEET MZ0007.
DETAILS OF CULVERT FLAP GATES AND ASSOCIATED EQUIPMENT ARE SHOWN 1.
GENERAL SHEET NOTES
0 2' 4'1'
EL -3.50
TOC EL 5.00
A5
A1
A1
D5
D5
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
W8 W8
X
X
X
6'-0"
S-508B GATED CULVERT - OUTLET PLAN
S-508B GATED CULVERT - INLET PLAN
E4
W
E B
C H
A N
IC
A
L A
R R
A N
G E
M E
N T
S -5
B
G A
T E
S T
R U
C T
U R
E
M-3201
R T
O L
E N
T
IN
O
E C
L O
U
G A
R
EL. 7.83
MAINTENANCE
TOP OF
STOPLOG (TYP)
MAINTENANCE
FLAP GATE (TYP)
STOPLOG (TYP)
MAINTENANCE
STOPLOG EL. 6.83
MAINTENANCE
TOP OF
S-508B WINGED CONCRETE ENDWALL - SECTION
A2
FLAP GATE (TYP)
9'-0"9'-0"
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
-3 .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
CLCL
(TYP)
EL -6.67
EL -6.67
PIPEPIPE
EL. 3.60'
USUAL TWEL. 3.80'
UNUSUAL TW
FLOW
EL. 4.20'
EXREME TW
T R
U E N
4'0 2' 8' 4'0 2' 8'
0 8'4' 16'0 8'4' 16'
T R
U E N
EL 8.00
4'0 2' 8'
EL. 3.70'
USUAL HW
EL. 4.20'
UNUSUAL HW
EL. 5.30'
EXREME HW
EL -5.67
TOC EL 8.00
FLOW
FLOW
FLOW
(OPENING, CLR) (OPENING, CLR)
NN
EL 8.00
EL -5.00
EL 7.30'
MAX MSFL
COORDINATED WITH THE INSTALLATION OF ANCHORS.
SUPPLIER PROVIDED TEMPLATE. REINFORCEMENT SPACING MUST BE
MAY BE POST-INSTALLED EPOXY SET ANCHORS OR CAST IN PLACE BASED ON
ANCHOR EMBEDMENT MUST BE PROVIDED BY THE CONTRACTOR. ANCHORS 6.
REFER TO S-3201 FOR STRUCTURAL DETAILS.5.
STOPLOGS.
REFER TO SECTION 35 20 14 FOR INFORMATION ON THE MAINTENANCE 4.
REFER TO SECTION 35 20 17 FOR INFORMATION ON FLAP GATES.3.
SHOWN ON SHEET MZ0008.
DETAILS OF MAINTENANCE STOPLOGS AND ASSOCIATED EQUIPMENT ARE 2.
ON SHEET MZ0007.
DETAILS OF CULVERT FLAP GATES AND ASSOCIATED EQUIPMENT ARE SHOWN 1.
GENERAL SHEET NOTES
A7
A7
D7
D7
A2
A2
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
W E
B
C H
A N
IC
A
L A
R R
A N
G E
M E
N T
S -5
D
G A
T E
S T
R U
C T
U R
E
R T
O L
E N
T
IN
O
O
G A
R C
IA
E C
L O
U G
H
M-3301
S-508D INLET - PLAN
E1
S-508D OUTLET - SECTION
C5
S-508D INLET - ELEVATION
S-508D OUTLET - PLAN
S-508D OUTLET - ELEVATION
PIPE CULVERT
4'Ø HDPE
PIPE CULVERT
4'Ø HDPE
PIPE CULVERT
4'Ø HDPE
S-508D INLET - SECTION
C1
STOPLOG EL 6.00'
TOP OF
STOPLOG EL 5.50
MAINTENANCE
TOP OF
TOC EL 8.00
STOPLOG EL 5.50
MAINTENANCE
TOP OFSTOPLOG EL 6.00
MAINTENANCE
TOP OF
PIPE CULVERT
4'Ø HDPE
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
-3 .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
N N
EL 6.00
TOC
EL 6.00
TOC
TOC EL 1.50
EL -3.50
EL 8.00
TOC
EL 5.00
TOC
EL -3.50
EL 5.00
TOC
EL -3.50 EL -3.50
EL. 4.60'
USUAL HWEL. 4.90'
UNUSUAL HWEL. 5.30'
EXTREME HW
4'0 2' 8'
4'0 2' 8' 4'0 2' 8'
4'0 2' 8'
4'0 2' 8'4'0 2' 8'
FLOW FLOW
FLOW
FLOW
EL. 4.80'
EXTREME TW
EL. 4.40'
UNUSUAL TW
EL. 4.20'
USUAL TW
TOC EL 1.50
STOPLOGS.
REFER TO SECTION 35 20 14 FOR INFORMATION ON THE MAINTENANCE 3.
REFER TO S-3301 FOR STRUCTURAL DETAILS.2.
SHOWN ON SHEET MZ0008.
DETAILS OF MAINTENANCE STOPLOGS AND ASSOCIATED EQUIPMENT ARE 1.
GENERAL SHEET NOTES
C1
C1
A1
C5
C5
A5
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
W E
B
C H
A N
IC
A
L A
R R
A N
G E
M E
N T
S -5
A
G A
T E
S T
R U
C T
U R
E
R T
O L
E N
T
IN
O
O
G A
R C
IA
E C
L O
U G
H
M-3501
S-511 INLET - SECTION
S-511 GATED CULVERT WITH RISER - PLAN
S-511 OUTLET - SECTION
S-511 GATED CULVERT WITH RISER - SECTION
INLET
STOPLOG
S-511A INLET GATE
STAINBLESS STEEL
STOPLOG
GATE
FLAP
GATE
FLAP
GATE
FLAP
EL -0.50
PIPE INVERT
19'-10"
WEIR GATE
EL. 6.25
TOP OF STOPLOG
EL. 7.00
STOPLOG
TOP OF
WEIR GATE
EL -0.50
PIPE INVERT
OUTLET
EL 3.00
CONTROL:
DRY SEASON
EL 5.00
CONTROL:
WET SEASON
EL 5.50
CLOSED:
GATE FULLY
EL 2.50
OPEN:
GATE FULLY
OPEN
GATE FULLY
CLOSED
GATE FULLY
OPEN: EL 2.50
GATE FULLY
CLOSED: EL 5.50
GATE FULLY
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
-3 .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
EL. 6.60'
EXTREME HW
EL. 5.50'
USUAL HW
4'0 2' 8'
FLOW
FLOW
4'0 2' 8'
EL 7.00
TOC
EL -1.50
TOC
4'0 2' 8'
4'0 2' 8'
EL 7.00
TOC
EL 7.00
TOC
EL -1.50
EL -1.50
EL. 4.00'
EXTREME TW
EL. -0.75
EL 2.50'
WITH THE INSTALLATION OF ANCHORS.
PROVIDED TEMPLATE. REINFORCEMENT SPACING MUST BE COORDINATED
MAY BE POST-INSTALLED EPOXY SET ANCHORS OR CAST IN PLACE BASED ON
ANCHOR EMBEDMENT MUST BE PROVIDED BY THE CONTRACTOR. ANCHORS 4.
STOPLOGS.
REFER TO SECTION 35 20 14 FOR INFORMATION ON THE MAINTENANCE 3.
REFER TO S-3301 FOR STRUCTURAL DETAILS.2.
SHOWN ON SHEET MZ0008.
DETAILS OF MAINTENANCE STOPLOGS AND ASSOCIATED EQUIPMENT ARE 1.
GENERAL SHEET NOTES
EL 7.00
TOC
A1
A1
A7
A7
D7
D7
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
COLUMN CAP
UPPER LOCK
LOWER LOCK HOUSING DOOR
PLATE BASE
ENTRANCE AREA FOR CONDUIT
GUSSETS
VARY WITH APPLICATION
HOLE LOCATIONS, WILL
TYPICAL MOUNTING
GATE YOKE
GATE ACTUATOR
GATE AND FRAME ASSEMBLY
POINTER POD
Y
X
Z
A
S E
N S
O R
H O
U S
IN
G
-7
B
S E
N S
O R
H O
U S
IN
G
-7
B
S E
N S
O R
H O
U S
IN
G
-7
B
S E
N S
O R
H O
U S
IN
G
-1
W W
E B
E R
S H
E E
T
O F
P O
S
IT
IO
N
S E
N S
O R
D E
T A
IL
S
S L
ID
E
G A
T E
MZ0001
D
Z E
M A
IT
IS
E C
L O
U
G A
R
SENSOR HOUSING
GATE POSITION
FASTENERS MIN
3/8" SS HARDWARE, 2
FLANGE, SECURE TO GGATE W/
1/2" SS THREADED PIPE
A8
TYPICAL INSTALLATION
A3
RIGHT SIDE VIEW
LEFT SIDE VIEW
F5
TOP VIEW (DOOR CLOSED)
F7
TOP VIEW (DOOR OPEN)
TYPICAL MOUNTING ISOMETRIC VIEW
1"
Z
ACAB
HOUSING COLUMN HOUSING DOOR
INSTRUMENT ENCLOSURE
AD
SUPPORT
COLUMN
HOUSING
SUPPORT
COLUMN
HOUSING
AD
AB
HOUSING COLUMNHOUSING DOOR
AC
AC
HOUSING DOOR
AB
COLUMN
HOUSING
AD
SUPPORT
COLUMN
HOUSING
AA
/4
6 1/2 " 11" (*)
1'-6 1/2 "
1" 11" (*) 6 1/2 "
1'-6 1/2 "
/4
/4
1'-6 1/2 "
SCALE: NTS SCALE: NTS
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
Z .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
QUANTITY
B 29.7"
86"
FRONT
GATE YOKE (PARTIAL VIEW)
ENCLOSURE REMOVABLE
ENCLOSURE ITEM D
DIMENSION OF
(*) OUT TO OUT
M M
SWING DIRECTION
MZ0006).
INDICATES TYPICAL DETAIL (SEE SHEETS MZ0001, MZ0003, MZ0005, AND A
LEGEND
FURNISHED.
SEE SHEET MZ0015 BASED UPON DIMENSIONS OF GATE AND FRAME
CONTRACTOR MUST DETERMINE THE LENGTH OF PART P (POINTER POD) - 11.
CONTROL BUILDING.
INDICATOR SCALE AND IS IN FULL VIEW FROM PUSH BUTTON STATION AND
STATION DOOR WHEN OPENED DOES NOT OBSTRUCT VIEW OF THE POSITION
GATE POSITION INDICATOR MUST BE MOUNTED SUCH THAT PUSH BUTTON 10.
SIDE OF THE POINTER SLOT.
THE SCALE MUST BE POSITIONED WITH TICK MARKS TOWARDS THE RIGHT 9.
SMOOTH TRAVEL OF THE POINTER.
LINEAR PRECISION OF THE SLOT OVER THE FULL LENGTH TO ENSURE
SLOT FOR POINTER MAY BE MACHINED AFTER ALL WELDING. MAINTAIN THE 8.
HOUSING (LEFT OR RIGHT).
STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATION OF
THIS DRAWING IS INTENDED FOR HOUSING FABRICATION ONLY. SEE 7.
72, 96" FOR SENSOR HOUSING-96, AND 120" FOR SENSOR HOUSING-120.
STANDARD MEASURING RANGE FOR HOUSING IS 72" FOR SENSOR HOUSING-6.
FLANGE, 0.18" THICK WEB.
CHANNEL MUST BE EXTRUDED AMERICAN STANDARD - 4" DEPTH, 1.58" 5.
DOOR MUST SWING A FULL 180°.4.
SENSOR HOUSING MUST NOT BE PAINTED.3.
BELOW ZERO. PAINT POINTER RED.
SLOT. CUT POINTER ROD SUCH THAT POINTER CAN BE ADJUSTED 1/8"
WHEN GATE IS CLOSED, SET ADJUSTABLE POINTER AT BOTTOM OF POINTER
FIELD DETERMINE POINTER ROD LENGTH WITH GATE IN CLOSED POSITION. 2.
COVERED BY THE ENCLOSURE. FIELD DRILL BASE PLATE AND GATE FRAME.
AT LEAST TWO OF THE FASTENERS WITHIN THE AREA OF THE BASE PLATE
FOUR 1/2" - 13 TYPE 316 SS BOLTS WITH NUTS AND LOCKWASHERS. LOCATE
HOUSING MUST BE FASTENED THROUGH BASE PLATE TO GATE YOKE WITH 1.
GENERAL NOTES
S-506A
HOUSING-72
SENSOR HOUSING TYPE
EL ERA
TRIANGLE
IN THE SHAPE OF A
HINGE PLATE ARRANGED
PLUG WELDS ON EACH
EQUALLY SPACED 1/8"
PLUG WELD, THREE (3)
INDICATES TYPICAL DETAIL (SEE SHEET MZ0001, MZ0003, AND MZ0005).AA
FL
O
W
* COLUMN CAP NOT SHOWN FOR CLARITY
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
AD
Y
AB
Z
AD
X
Y Y
AB
X
C
P
A B
Y
AAAA
P T
Z
Z
Y
X
S
V
R
CHAMFER CHANNEL AT 45°
OPEN POSITION)
(SHOWN WITH GATE IN
ADJUSTABLE POINTER
C H
A N
N
W E
L D
F
IL
L E
R M
U S
T B
E A
L L
O Y
O
R
A
C H
S
ID
E O
F S
L O
T
/2
P
L U
G W
E L
D S
S P
A C
E S
A T
S E
N S
O R
H O
U S
IN
G
-7
S E
N S
O R
H O
U S
IN
G
-9
Z
K
A
L
X
AA
H
G
Z
X
A
W W
E B
E R
S H
E E
T
O F
P O
S
IT
IO
N
S E
N S
O R
D E
T A
IL
S
S L
ID
E
G A
T E
MZ0002
D
Z E
M A
IT
IS
E C
L O
U
G A
R
CENTER LINE
ALONG CHANNEL
POINTER SLOT RUNS
GAUGE
POINTER SLOT
BACK VIEW
FRONT VIEW
FRONT VIEW DOOR OPEN ENCLOSURE OFF
LEFT SIDE VIEW
LOCATION
AT ZERO AT THIS
GAUGE STARTING
SET POINTER SLOT
S1
3" 4"
1'-2"
3/16 "
7"
SHAPE OF A TRIANGLE
PLATE ARRANGED IN THE
WELDS ON EACH HINGE
EQUALLY SPACED 1/8" PLUG
PLUG WELD, THREE (3)
1'-2"
1'- 3/8 "
/2
1'-2"
REMOVABLE ENCLOSURE
SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS
S O
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D A
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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F
IL
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/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
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C
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P
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POSITION
GATE IN CLOSED
POINTER SHOWN WITH
M
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TYPICAL EACH SIDE OF CHANNEL
3/4 - 3
G
CENTER OF DOOR
1/8
1/8
LEFT SIDE RIGHT SIDE
F
W
L
K
AC
BOX NOT SHOWN
* FOR CLARITY, INSTRUMENT
M
INDICATES TYPICAL DETAIL (SEE SHEET MZ0001, MZ0003, AND MZ0005).AA
INDICATES FASTENER (SEE FASTENER SCHEDULE SHEET MZ0006).S1
MZ0006).
INDICATES TYPICAL DETAIL (SEE SHEET MZ0001, MZ0003, MZ0005, AND A
LEGEND
C O
N
TR
AC
T
M
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- F O
R
IN
FO
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-9
S E
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H O
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IN
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-9
1/2" MNPT
3x3x1/4" ANGLE - 4" LONG
SHEET IZ001)
DESIGN DETAIL
GAUGE (SEE
POINTER SLOT
CUMULATIVE ERROR
FOR NO
GAUGE MARKS
MATCH SLOT
IE
L
D D
E T
E R
M
IN
E L
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H I
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IT
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S P
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HOUSING COLUMN
HOUSING DOOR LEFT SIDE VIEW
HOUSING DOOR FRONT VIEW
TYPE 304 SS PIPE
B9
HOUSING COLUMN SUPPORT
POINTER ROD - 1/2" SCH 40
DETAIL SHEET IZ001)
GAUGE (SEE DESIGN
POINTER SLOT
H2H2
F9
COLUMN CAP TOP VIEW
4"
Z
1 1/2 "
Z
Z
4"
/1
Z
4"
4"
1 9/16 "
Z
SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS
SCALE: NTS
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
F
IL
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/0
/2
/0
/2
S ta n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
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N D
M E
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CL
1/8 " T
HIC
K A
L
AC AC
AD
AA
ABP
INDICATES DRILL HOLE (SEE DRILL HOLE SCHEDULE, SHEET MZ0006).H2
MZ0006).
INDICATES TYPICAL DETAIL (SEE SHEET MZ0001, MZ0003, MZ0005 AND A
LEGEND
C O
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FO
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N
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ID
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MZ0004
D
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M A
IT
IS
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L O
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G A
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IA
TRANSDUCER TO INSTRUMENT BASE MOUNTING
E9
REMOVABLE ENCLOSURE
PARTIAL ISOMETRIC VIEW FOR WELDING
D6
B3
B3
B2
B1
W1
N1
N1
W3
B4
N2
W3
B3
B3
B3
Z
X
W
V
Z
X
Z X
Z
Z
Y
Y
Z
AB
AC
Z
AA
AA
AC
Z
Y
Y
P
P
R
A1
SCALE: NTS
HOUSING - EXPLODED VIEW
B5
B1B1
B1
N2
W3
B2
H4
B3
B5
T
V
W
P
R
AD
T
K
N3
B
C
AC
K
N4
N5 N4
N4
N4
N5
H6
H7
CONNECTOR
MATES WITH
TRANSDUCER
CABLE-EXTENSION POSITION
CONNECTOR
MATES WITH
S1
B6
B6
B4
B4
B4
B4
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
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P S
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F
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Z .d g n
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/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
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N D
M E
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A N
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C
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P
W E
P R
C O
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R A
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T A
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B M
IT
T
LEFT SIDE VIEW
BACK
VI
EW
RIGHT SIDE VIEW
RIGHT SIDE VIEW
BACK
VI
EW
LEFT SIDE VIEW
BACK
VI
EW
FRONT V
IE
W
EXPLODED VIEWS.
ENCLOSURE" ARE NOT SHOWN IN
TRANSDUCER" AND THE "REMOVABLE
FOR CLARITY, THE "CELESCO
FRONT V
IE
W
C
B A
S
AD
K
L
M
M
A
B
C
S
M
M
L
AB
BACK
VI
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ON INTERIOR
F
D
G
ER
EL
INSTRUMENT BASE MOUNTING
TYPE B TRANSDUCER TOINSTRUMENT BASE MOUNTING
TYPE A TRANSDUCER TO
1/81/8
1/8
1/8
TYP
TYP
1/8 1-3
FOR N3
AC
AA
AB
AD
M
M
L
A
LEGEND
INDICATES TYPICAL DETAIL (SEE SHEET MZ0003 AND MZ0005).AA
INDICATES FASTENER (SEE FASTENER SCHEDULE SHEET MZ0006).N3
INDICATES DRILL HOLE (SEE DRILL HOLE SCHEDULE, SHEET MZ0006).H2
INDICATES TYPICAL DETAIL (SEE SHEET MZ0003, MZ0005, AND MZ0006).A
C O
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AC
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- F O
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IN
FO
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FO
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ST
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TI
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NDRAFT
3/8" PLATE
3/16" PL
3/16" PLATE
A
C
C
A
ALL SEAMS (TYP)
FULL FILLET WELD
FOOT OF DOOR
ALIGN W/ HOLE IN
PEM NUT (ON INTERIOR)
W W
E B
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S H
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T
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N
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MZ0005
D
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R
H2
H4 H4
H3
H5
H3
H4
H2
H8
H2
H8
H9 H9
H1
H1
H8
H2
H2
H8
H6
H7
H6
H4
N5 N5
N4N4
N4 N4
N3
N3
FOR 1/2" CONDUIT
GATE POSITION SENSOR DETAILS
11"
1'- 3/8 "
2 11/16 " 3" 6 11/16 "1'- 3/8 "
6 3/16 "
"2
/4
2" 5 3/16 "
11"
/8
/1
/1
11"
9/16 " 4 13/16 " 1 5/16 "
/1
/1
8 1/4 "
9/16 " 9/16 "
5 23/64 "
1 5/16 "
/8
/8
/1
/1
/1
3/8 "
/1
1'-6 1/2 "
/4
10 1/2 "
/4
/2
7 7/8 "
6 1/16 "
1'-6 1/2 "
10 1/2 "6 3/4 " 1 1/4 "
/1
/1
/8
/1
/1
/1
/1
/1
7 7/8 "
/1
/1
/2
/8
5/8 "
3 1/2 "
3 1/2 "
/4
/4
4 7/16 " 1 1/2 " 1 1/2 " 4 7/16 "
11 7/8 "
3 1/16 "
1 1/16 "
3/8" PLATE
S O
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IT
A
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N N
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S
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A
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C O
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B Y
D R
A W
N B
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IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
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-2
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X X
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/0
/2
S ta n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
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N D
M E
N T
A N
D M
IT
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A T
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A R
E A
A
B R
O W
A R
D C
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Y W
A T
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P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
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G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
RIGHT SIDE
LEFT SIDE
1-3
F R
O N
T S
ID
E
B A
C K
S
ID
E
HARDWARE.
HOUSING MUST BE FURNISHED FULLY ASSEMBLED WITH ALL REQUIRED 3.
ALL MATERIAL MUST BE 3/16" THICK UNLESS OTHERWISE NOTED.2.
ALL MATERIAL MUST BE 6061-T6 ALUMINUM UNLESS OTHERWISE NOTED.1.
GENERAL NOTES
G H
SECTION
3/8 " P
LATE
INDICATES FASTENER (SEE FASTENER SCHEDULE SHEET MZ0006).N3
INDICATES DRILL HOLE (SEE DRILL HOLE SCHEDULE, SHEET MZ0006).H2
INDICATES TYPICAL DETAIL (SEE SHEET MZ0003, MZ0005, AND MZ0006).A
LEGEND
EL ENCLOSURE LEFT SIDE VIEW ER
CA
ENCLOSURE RIGHT SIDE VIEW
ENCLOSURE FRONT VIEW
ENCLOSURE BACK VIEW
ENCLOSURE TOP VIEWINSTRUMENT BASE TOP VIEW
HOUSING BASE PLATE TOP VIEW
HOUSING BASE PLATE SIDE VIEW
B D
G H
F
A C
A
A
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
DEEP (MIN)
(2) - TAP 1/4-20X1"
(2) - 3/16" R
0.376" HOLE (CENT ON WEB)
(2) - TAP 10-32 THRU TO
CLEARANCE AROUND PERIMETER
DOOR CLOSED. ALLOW 1/16"
OF THE HOUSING COLUMN WITH
POINTER GUIDE TO THE SHAPE
MATCH PROFILE OF UPPER
15/16" Ø HOLE
OR BETTER
HAVE A GOOD FINISH 16
REAM THRU HOLE MUST
0.377" Ø (+0.002)(-0.000)
H2
H2
IN LINE
THROUGH AND
0.375" Ø HOLE
(-0.000")
(+0.001")
0.375" Ø
COMPOUND
INSTALL W/ ANTI/SEIZE
ALLEN KEY SET SCREW.
TYPE 316 SS CUP POINT,
FURNISH TWO 10/32" x 1/4"
EDGE OF CHANNEL
EXTEND BEYOND EDGE OF CHANNEL
CUT HINGE SO HINGE DOES NOT
GOVERNMENT APPROVED EQUAL
ALUM 1/4" THICK HINGE OR
McMASTER-CARR PN 1609A2
WELD TO CHANNEL AB AC
W W
E B
E R
S H
E E
T
O F
P O
S
IT
IO
N
S E
N S
O R
D E
T A
IL
S
S L
ID
E
G A
T E
MZ0006
D
Z E
M A
IT
IS
E C
L O
U
G A
R
2 3/4 " (±1/64)
(TYP)
1/32" R
WELD TO CHANNEL AB AC
H2
H2
N1
N1
H1
H2
1" TYPE 304 SS SCH 80 PIPE
A1
SCALE: NTS
GATE POSITION SENSOR DETAILS
1 1/2 "
/2
/2
2 13/16 "
/2
/2
6 13/16 "
1 1/2 " 1 1/2 "
6 1/2 "
/2
/2
6"
/4
/8
/4
/8
/4
/8
/1
/1
6"
4 3/8 " 1" 5/8 "
/1
/1
/8
/1
/1
2 3/32 "
2 1/32 "
1 3/4 "
2 3/4 "
1 3/8 " 1 3/8 "
/8
/8
/8
3/8 "
1"1"
3/8 "
3"
1 13/16 "
/4
/2
/4
/8
/8
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
Z .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2
S ta n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
NOTE:
UTILIZE 1/2" THICK BLACK UHMWPE.
FOR MATERIAL TYPE ON POINTER GUIDES,
UPPER LOWER
CL
CL
ROLLER AXLE
BACKFRONTSIDE
MATERIAL: 303 GROUND SS ROD
8 POLISH
NO SHARP EDGES
ROLLER IS SYMETRICAL
OTHERWISE SHOWN ALL DIM'S ±0.015"
MATERIAL: WHITE OR BLACK DELRIN UNLESS
(ANGLES X AND Y ARE: L 1-1/2"x1-1/2"x1/4")
SHOWN, FURNISH IN MIRRORED PAIRS
ONLY ONE LOWER AND ONE UPPER LOCK
HARDWARE.
HOUSING MUST BE FURNISHED FULLY ASSEMBLED WITH ALL REQUIRED 3.
ALL MATERIAL MUST BE 3/16" THICK UNLESS OTHERWISE NOTED.2.
ALL MATERIAL MUST BE 6061-T6 ALUMINUM UNLESS OTHERWISE NOTED.1.
GENERAL NOTES
H1
HOLE NO. HOLE DIMENSIONS
5/16"Ø THROUGH
DRILL HOLE SCHEDULEFASTENER SCHEDULE - ALL ITEMS 316 SS
3/8"-16 x 1-1/4" FLAT HEAD PHILIPS MACHINE SCREW 4B1
ROLLER
LOWER UPPER
NOTE:
�CL
CL
CL
CL
LOCKSPOINTER GUIDES
ROLLER ASSEMBLY
ADJUSTABLE POINTER HINGE
GUSSET GUSSET GUSSET
TOP
CL
K L M
V R X Y
ZT
S
NO.
MARK
DESCRIPTION AMT.
H1
H2
H3
H4
H5
H6
H7
H8
H9
7/16"Ø THROUGH
5/16"Ø THROUGH CS - 82° 0.535Ø
7/16"Ø THROUGH CS - 82° 0.785Ø
1-1/4"Ø THROUGH
1/2"Ø THROUGH FOR PEM NUT
7/8"Ø HOLE
0.344"Ø THROUGH FOR PEM NUT
0.656"Ø THROUGH FOR PEM NUT
B2
B3
B4
B5
B6
N1
N2
N3
N4
N5
W1
W3
S1
1/4"-20 x 1-1/4" FLAT HEAD PHILIPS MACHINE SCREW
3/8"-16 x 1" HEX CAP SCREW
1/4"-20 x 3/4" HEX CAP SCREW
3/8"-16 x 1" SQ HEAD CUP POINT SET SCREW (UNIMEASURE ONLY)
1/2" - 13 X 2-1/2" SHCS HEX CAP SCREW
3/8"-16 HEX NUT
1/4"-20 HEX NUT
3/8"-16 PEM NUT - SS INSTALLED INSIDE OF ENCLOSURE
1/4"-20 PEM NUT - SS PRESSED IN FROM BOTTOM FACE PN: CLS-0420-3
1/2"-13 PEM NUT - SS PRESSED IN FROM BOTTOM FACE PN: CLS-0813-3
3/8" SPLIT LOCK WASHER
1/4" FLAT WASHER
LOOP END S-HOOK - McMASTER-CARR 9378T24 OR EQUIVALENT
INDICATES TYPICAL DETAIL (SEE SHEET MZ0003 AND MZ0005).AA
INDICATES FASTENER (SEE FASTENER SCHEDULE SHEET MZ0006).N3
INDICATES DRILL HOLE (SEE DRILL HOLE SCHEDULE, SHEET MZ0006).H2
INDICATES TYPICAL DETAIL (SEE SHEET MZ0003, MZ0005, AND MZ0006).A
LEGEND
* 2 REQUIRED
CL
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
& 5° TAPER WASHERS
CLAMP LUGS FOR LID LOCK
OFF CENTER ANSI 125 LB FLG
LIFTING EYE
EMERGENCY
STAINLES STEEL (316L)
HINGE ARM
BUSHES IN
UHMWPE
LUBRICATED
SELF
STAINLESS STEEL (316L)
/4
M
A X
& SPLIT COTTER PINS
HINGE PINS W/ WASHERS
/4
M
A X
NEOPRENE BUMP STOP
LEAF SPRING WITH
STAINLESS STEEL
HINGE ARMS
UHMWPE BUSHING
SELF LUBRICATED
FITTED WITH
HINGE PIN
2 7/16 "
LIFTING EYE
H.H.C.S. NUTS & WASHERS
ASSEMBLY
FLAP
NEOPRENE BULB SEAL
REPLACEABLE
H.H.C.S. WASHER & NUT
ASSEMBLY
FRAME
UHMWPE RETAINER
N
M
IN
A
L O
P E
N
IN
G R
E F
E R
T O
T A
B L
E F
O R
W W
E B
A P
G A
T E
D E
T A
IL
S
MZ0007
D
Z E
M A
IT
IS
E C
L O
U
G A
R
FLAP GATE DETAIL - ELEVATION
A6
SCALE: NTS
FLAP GATE DETAIL - SECTION
SECTION
F2
ENLARGED DETAIL
F7
SEALANT
PROVIDE MASTIC TYPE
RECEPTACLE (NOTE 3)
LOCKING PIN
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
Z .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2
S ta n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
4S-508-A 1
GATES
NO. OF
FLAP GATE SCHEDULE
STRUCTURE
FEET
DIAMETER,
GATE
NAVD
FEET
INVERT,
S-508-B
ELEVATION
SURFACE
WATER
DESIGN
MAXIMUM
-2.5 4.10
2 6 -5.0 7.30
S-511 1 3 -0.50 4.00
LOCK PIN AND RECEPTABLES.
FLAP WHEN NOT IN USE. PERMANENT FLAP MARKINGS MUST IDENTIFY THE
LOCKING PINS TO BE PROVIDED BY THE CONTRACTOR AND BE STORED ON 3.
TEMPLATES MUST BE PROVIDED PRIOR TO CASTING OF THE HEADWALL.
INSTALLED EPOXY SET (ASTM F593, TYPE B8M). ANCHOR INSTALLATION
GATES MUST BE INSTALLED WITH CAST IN PLACE ANCHOR OR POST-2.
SCHEDULE.
STEEL (ASTM A240, TYPE 316/316L) IN ACCORDANCE WITH THE GATE
REQUIREMENTS FOR THE FLAP GATES. FLAP GATES SUPPLIED AS STAINLESS
SPECIFICATION SECTION 35 20 17 FOR ADDITIONAL INFORMATION AND
FLAP GATE DETAILS SHOWN ARE FOR BIDDING PURPOSES ONLY. SEE 1.
GENERAL NOTES
F7
F2
F2
A6
A6
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
MAINTENANCE STOPLOG INSTALLED ELEVATION
A2
DETAIL
C8
E9
F9
TYPE 1 STOPLOG DETAIL
REFER TO TABLE
TOP OF STOPLOG SLOT
NOMINAL +11" MIN. BOXOUT
CLEAR CHANNEL OPENING - REFER TO TABLE
15" BLOCKOUT
B
L O
C K
O U
T
B
L O
C K
O U
T
C H
A N
N E
L
G R
O O
V E
H T
A
B O
V E
I N
V E
R T
REFER TO TABLE
TOP OF STOPLOG ASSEMBLY
INVERT SEAL
NEOPRENE
REFER TO TABLE FOR NOMINAL WIDTH
/4
/4
8 3/4 "
REFER TO TABLE FOR NOMINAL WIDTH
/4
5 1/2 " BLOCKOUT
W W
E B
IN
T
E N
A N
C E
S T
O P
L O
G D
E T
A
IL
S
MZ0008
D
Z E
M A
IT
IS
K
G A
N J I
G A
R
STOPLOG INVERT SEAL
TYPE 2 STOPLOG DETAIL
INVERT SEAL
NEOPRENE
REFER TO TABLE FOR NOMINAL WIDTH
/4
REFER TO TABLE FOR NOMINAL WIDTH
6"
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
M
Z .d g n
U s e r:
r to le n ti n o
/6
/2
/0
/2
/0
/2
S ta n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
This item has been digitally
License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
INV. EL. - REFER TO TABLE
INV. EL. - REFER TO TABLE
SLOT DETAIL
PLAN VIEW SHOWING LIFTING
FRONT VIEW
STOPLOG
FRONT VIEW
STOPLOG
SLOT DETAIL
PLAN VIEW SHOWING LIFTING
WIDTH, FT
NOMINAL
STOPLOG
ELEVATION
ASSEMBLED
STOPLOG
ELEVATION
SURFACE
WATER
DESIGN
MAXIMUM
ELEVATION
WALL,
TOP OF
ELEVATION
INVERT
STOPLOG
BAYS
STOPLOG
NO. OF
S-506-B
2 2 11 6.25 2.5 5.4 6.5
S-508-B
1 2 11 6 -3.0 5.4 6.5
S-508-D
1 2 8 -5.677.83 5.3 8.0
STOPLOGS
COMPLETE
NO. OF
MAINTENANCE STOPLOG SCHEDULE
STRUCTURE LOCATION
(QTY.)
TOTAL
TYPE 1
(QTY.)
TOTAL
TYPE 2
INLET
OUTLET
INLET
OUTLET
INLET
OUTLET
1 1 5 6 1.5 5.3 6.0 2 -
1 1 5 5.5 -3.50 4.75 5.0 4 -
1 2 8 6.83 -6.67 4.2 8.0 6 -
0 10
4 -
6 -
OUTLET5-508-A 1 1 6 5.5 -3.5 4.1 5.0 4 -
LC
LC
S-511
INLET
OUTLET
1 1 3 7.01 2.51 6.6 7.0 2 -
1 1 3 6 -0.75 4 7.0 3 -
ANCHORS (ASTM F593, TYPE B8M).
STOPLOG EMBEDDED PARTS MUST BE ANCHORED WITH EPOXY SET 4.
HEAD.
INSTALLATION AND REMOVAL OF STOPLOGS MUST OCCUR UNDER BALANCED 3.
INSTALLATION AND REMOVAL OF STOPLOGS USING A MOBILE CRANE.
INCLUDES MAINTENANCE STOPLOG LIFTING BEAM (NOT SHOWN) FOR 2.
PARTS SUPPLIED AS STAINLESS STEEL (ASTM A 240/A 276, TYPE 316/316L).
REQUIREMENTS FOR STOPLOGS/BULKHEADS. STOPLOGS AND EMBEDDED
REFER TO SPECIFICATION SECTION 35 20 14 FOR INFORMATION AND
DETAILS OF STOPLOGS/BULKHEADS ARE FOR BIDDING PURPOSES ONLY. 1.
GENERAL NOTES
F9
A5, E5
A8
A8
C8
C8
E9
E9
E-9
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
W
E B
B E
D D
E D
P A
R T
D E
T A
IL
S
E M
E R
G E
N C
Y C
L O
S U
R E
S T
O P
L O
G
MZ0009
D
Z E
M A
IT
IS
E C
L O
U
G A
R
2'-0"
/2
7"
1'-10 5/8 "
3'-0"
BAR
CL OF GUIDE
BEAM
CL OF SILL
2'-6"
6"
1'-9"
/2
/2
8 1/2 "
1'-3"
PL 1/2", TYP
STIFFENER
SILL PL
1/2" SS
TRACK BEAM
CL OF WHEEL
8 1/2 "
5 3/4 "
1/2 " 1/2 "
BEAM
TRACK
CL OF
R 8"
EL. 19.00
DECK
6"
8"
5"
1/2 "
/2
/2
1"
BEAM
CL OF SILL
SILL PL
1/2" SS
HOLE, TYP
GROUT
1 1/2"
STIFFENER PL 1/2", TYP
SEAL SEAT PL
STAINLESS STEEL
1/2 " 3"
1 1/2 "
/4
/8 "1
/4
1 1/4 "
BAR
CL OF GUIDE
L 1/2" X 3" X 3", TYP
HOLE, TYP
1" GROUT1/2" SS PL
BHN = 277
ASTM A693 TYPE 630 H1150
GUIDE BAR
3" 4 1/2 "
5 1/2 "
1/2 "
/2
3" 1 1/2 "2 3/4 "
/8
3 1/4"
6"
HOLE
GROUT
1 1/2"
HOLE
GROUT
1"
BHN = 302
ASTM A693 TYPE 630 H1100
1" X 4 1/2", TYP
WHEEL TRACK PL
STIFFENER PL 1/2", TYPBEAM
TRACK
CL OF
/2
2°
9°
R 1/2", TYP
/2
S
S S
E A
L P
L
6"
8 1/4 "
3 1/4"
/4
3"
/4
10°
PL 1/2", TYP
STIFFENER
HOLE, TYP
1" GROUT
/2
1 1/4 "
1/2 "
/2
1 1/4 "
4 1/2 "
8 1/2 "
1" X 4 1/2", TYP
WHEEL TRACK PL
HOLE
GROUT
1 1/2"
PLANE
SEALING
EMBEDDED PART DETAILS SECTION
SILL BEAM AND WHEEL TRACK BEAM CORNER DETAILS
E7
2"
1 1/2 "
9/16 "
R 1/2", TYP
15°
F O
R S
-5
A
G A
T E
/2
1/2 "
/4
1 1/4 "
/4
1 1/4 "
EL. -1.50
STOPLOG SILL
WELDING PAD
WASHER (TYP.)
2 1/4 " O.D. x 3/16"
EMBEDDED STEEL
STD. HEX. NUT (TYP.)
(16 UNF) NOTE 4
/2
M
IN
A S
R E
Q U
IR
E
D
WELDING PAD
WASHER (TYP.)
2 1/4 " O.D. x 3/16"
EMBEDDED STEEL
STD. HEX. NUT (TYP.)
(16 UNF) NOTE 4
/2
M
IN
A S
R E
Q U
IR
E
D
THREADED COUPLING
FIELD WELDED ALIGNMENT STUDS
C9
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
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the signature must be verified signed and sealed and document are not considered
Printed copies of this
Evan John Clough signed and sealed by
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License No. 69863
Professional Engineer, State of Florida, Evan John Clough, B R
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LUBRICATE THREADS AS REQUIRED.4.
ALL FILLET WELD SIZE MUST BE MIN. 5/16" UNLESS NOTED OTHERWISE.3.
THE EMBEDDED PART DETAILS ARE TYPICAL FOR S506A STOPLOGS.2.
BE ASTM A240/276, TYPE 316/316L UNLESS NOTED OTHERWISE.
DEVELOP AND FINALIZE. ALL EXPOSED PLATES OF EMBEDDED PARTS MUST
DESIGN DETAILS SHOWN…
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