Mechanical Final RTA C-23-24 STA 2021-07-06.pdf
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- Solicitation number
- W912EP21R0022
About this file
This solicitation is for the construction of a stormwater treatment area as part of the Comprehensive Everglades Restoration Plan in St. Lucie County, Florida. The project includes construction of levees, culverts, and other structures across five treatment cells totaling approximately 1,970 acres. Proposals are due on August 12, 2021 and the contract performance period is approximately 1,460 calendar days. The estimated value is between $100-175 million. The temporary pump station option includes installation of a pump station to be operated by the South Florida Water Management District following construction.
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MECHANICAL ABBREVIATIONS
LEGEND
T
MECHANICAL SYMBOLS
THERMOSTAT
CL
WITHW/
TYPICALTYP
STATIC PRESSURESP
REVOLUTIONS PER MINUTERPM
PHASE
NOT TO SCALENTS
NOMINAL PIPE SIZENPS
NUMBERNO. (#)
MINIMUMMIN
INCH/INCHESIN (")
AIR CONDITIONING
HEATING, VENTILATING &HVAC
HORSEPOWERHP
FOOT/FEETFT(')
EXHAUST FANEF
DIMENSIONSDIM
DRAWINGDWG
DIAMETER
DEGREES FAHRENHEIT
CUBIC FEET PER MINUTECFM
CENTER LINE
AT@
REPLACEMENT.
FOR OPERATION, MAINTENANCE, AND EQUIPMENT
AND SPECIFICATIONS PROVIDE ADEQUATE CLEARANCE
TO VERIFY THE DIMENSIONS SPECIFIED ON THE DRAWINGS
SHALL COORDINATE WITH EQUIPMENT MANUFACTURERS
EQUIPMENT AND ANCILLARY EQUIPMENT. CONTRACTOR
AND INSTRUMENTATION DEVICES SUPPORTING THE MAJOR
GATE, VENTILATION, FANS AND HOODS; AND ELECTRICAL
PIPING AND APPURTENANCES; VALVES; SLIDE
ANCILLARY EQUIPMENT INCLUDES BUT IS NOT LIMITED TO
SPECIFIED BY THE MAJOR EQUIPMENT MANUFACTURERS.
THE ANCILLARY EQUIPMENT SHALL MEET THE CRITERIA
UTILITIES REQUIRED FOR OPERATION OF MAJOR EQUIPMENT.
CONTRACTOR SHALL PROVIDE ANCILLARY EQUIPMENT AND1.
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0 1' 2'6"
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S-433A/B
S-437A/B
S-436A/B/C
S-438A/B
S-439A/B
S-441
(SEE AIR FLOW SCHEDULE)
EXHAUST FAN
ORIENTATION.
STRUCTURAL AND CIVIL DRAWINGS FOR LOCATIONS AND
TYPICAL CONTROL BUILDING FOR EACH CULVERT. SEE 4.
BY MANUFACTURER.
EXACT DIMENSIONS OF LOUVERS WILL BE DETERMINED 3.
INCLUDE BIRD SCREENS WITH LOUVERS.2.
SECTION 08 91 00.
LOUVERS FOR CONTROL BUILDING PER SPECIFICATION
PROVIDE TWO WEATHER RESISTANT, DRAINABLE 1.
EXHAUST FAN AIRFLOW SCHEDULE
SCALE: NOT TO SCALE
AIR FLOW SCHEDULE
STRUCTURE MAX VELOCITY (FPS)
S-432A/B
S-433A/B
S-437A/B
S-436A/B/C
S-438A/B
S-439A/B
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LOUVER DESIGN PARAMETERS
LOUVER DESIGN PARAMETERS
MAX PRESSURE DROP (IN. W.G.)
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.01
.01
.01
.01
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4.6
4.6
COLUMN CAP
UPPER LOCK
HOUSING DOOR
LOWER LOCK
PLATE BASE
ENTRANCE AREA FOR CONDUIT
GUSSETS
ENCLOSURE
REMOVABLEWITH APPLICATION
LOCATIONS, WILL VARY
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GATE YOKE (PARTIAL VIEW) 1"
11"
1"
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AND BOTTOM
HINGE KNUCKLES AT TOP
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.8
.7
.7
.7
.7
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SWING DIRECTION
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"2
DIMENSIONS OF GATE AND FRAME FURNISHED.
(POINTER ROD) - SEE DWG NO. M-005 BASED UPON
CONTRACTOR SHALL DETERMINE THE LENGTH OF PART P 8.
CONTRACTOR SHALL PROVIDE WELDING DETAILS.7.
SENSOR HOUSING-120.
STANDARD MEASURING RANGE FOR HOUSING IS 120" FOR 6.
DEPTH, 1.58" FLANGE, .18" THICK WEB.
CHANNEL SHALL BE EXTRUDED AMERICAN STANDARD - 4" 5.
DOOR SHALL SWING A FULL 180°4.
AND EXTERIOR, WHITE AFTER FABRICATION.
POWDER COAT THE ENTIRE SENSOR HOUSING. INTERIOR 3.
POINTER ROD TO FIT.
ADJUSTABLE POINTER AT BOTTOM OF POINTER SLOT. CUT
CLOSED POSITION. WHEN GATE IS CLOSED, SET
FIELD DETERMINE POINTER ROD LENGTH WITH GATE IN 2.
AND GATE FRAME.
COVERED BY THE ENCLOSURE. FIELD DRILL BASE PLATE
FASTENERS WITHIN THE AREA OF THE BASEPLATE
NUTS AND LOCKWASHERS. LOCATE AT LEAST TWO OF THE
GATE YOKE WITH FOUR 1/2" - 13 TYPE 316 SS BOLTS WITH
HOUSING SHALL BE FASTENED THROUGH BASEPLATE TO 1.
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TOP VIEW DOOR CLOSED
TYPICAL MOUNTING ISOMETRIC VIEW
SCALE: N.T.S.
LEFT SIDE VIEW RIGHT SIDE VIEW
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MARK DESCRIPTION AMT.
ENCLOSURE FRONT
HOUSING BASE
INSTRUMENT BASE
ENCLOSURE RIGHT SIDE
ENCLOSURE TOP
ENCLOSURE LEFT SIDE
GUSSET
HOUSING BASE BRACKET
POSITION SENSOR PART SCHEDULE
ENCLOSURE BACK
ENCLOSURE BACK
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UPPER POINTER GUIDE
LOWER LOCK
UPPER LOCK
Z HINGE
COLUMN CAP
HOUSING DOOR
POINTER ROD
HOUSING COLUMN
HOUSING COLUMN SUPPORT
GUSSET
RIGHT ANGLE BRACKET
M-006 AND M-007.
FOR ASSEMBLY SEE DRAWINGS
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BACK VIEW FRONT VIEW FRONT VIEW
ENCLOSURE OFF LEFT SIDE VIEW
1' 2'0 6" 1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
GENERAL NOTES
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SEE DWG NO. M-008 FOR FASTENER SCHEDULE.1.
PART SCHEDULE
AD AC
AB
AB
P
W
GAUGE MARKS
MATCH SLOT
LONG H2
" ANGLE - 4" 4
13x3x
H2
" MNPT2
4"
4" 4"
1 1/2"
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POINTER SLOT
GAUGE .1' MARKS
POINTER SLOT
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AND HOUSING COLUMN
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POINTER ROD - 1/2" SCH 40
1' 2'0 6" 1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
GENERAL NOTES
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SEE DRAWING M-004 OR M-007 FOR PARTS LIST1.
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O U
N T
Y F
L O
R
ID
A
J
G A
IL
L A
R D
X X
X X
X X -X
X -X -X
X X
X
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
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L A
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-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
A W
E
P
R
FINAL RTA
BACK
VI
EW
LEFT SIDE VIEW
RIGHT SIDE VIEW
FRONT
VI
EW
FRONT
VI
EW
LEFT SIDE VIEW
BACK
VI
EW
RIGHT SIDE VIEW
Z
AB
AA
AC
Z
Y
Y
Z
Z
AD
X Z
X
L
Z
M
M
W
V T
K
M
M
B3
S
R
A
C
H4
B
P
A
P
B
C
S
R
K
AD
Z
X
W
L
V
Y
Y
AC
AA
Z
AB
T
B3
B3
B5
B5
B3
B2
B3
N2
W3
B1
B1 B2
B1
N2
W3
N3
N1
B1
N1
B2
B2
W1
Z
M-006
C H
A N
IC
A L
S H
E E
T
A
Y O
U N
G
C S
IC
K L
EXPLODED VIEW
SCALE: N.T.S.
EXPLODED VIEW
SCALE: N.T.S.
GENERAL SHEET NOTES
S L
ID
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A T
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IT
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N D
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SEE DWG NO. M-004 OR M-007 FOR PARTS LIST.2.
EXPLODED VIEWS.
REMOVABLE ENCLOSURE" ARE NOT SHOWN IN
FOR CLARITY, THE "CELESCO TRANSDUCER" AND THE 1.
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US Army Corps
U .S
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A N M
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M M
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X X
X X
X X -X
X -X -X
X X
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P
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AC
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ER
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F
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TYP
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M-007
C H
A N
IC
A L
S H
E E
T
A
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U N
G
C S
IC
K L
REMOVABLE ENCLOSURE
PARTIAL ISOMETRIC VIEW FOR WELDING
SCALE: N.T.S.
SCALE: N.T.S.
NO.
MARK DESCRIPTION AMT.
ENCLOSURE FRONT
HOUSING BASE
INSTRUMENT BASE
ENCLOSURE RIGHT SIDE
ENCLOSURE TOP
ENCLOSURE LEFT SIDE
GUSSET
HOUSING BASE BRACKET
POSITION SENSOR PART SCHEDULE
ENCLOSURE BACK
ENCLOSURE BACK
S L
ID
E G
A T
E P
O S
IT
IO
N I
N D
IC
A T
O R
A
B
C
D
ER
EL
F
G
H
K
L
M
P
R
S
T
V
W
X
Y
AA
AB
AC
AD
GUSSET
LOWER POINTER GUIDE
ROLLER ASSEMBLY
ADJUSTABLE ROLLER POINTER
UPPER POINTER GUIDE
LOWER LOCK
UPPER LOCK
Z HINGE
COLUMN CAP
HOUSING DOOR
POINTER ROD
HOUSING COLUMN
HOUSING COLUMN SUPPORT
GUSSET
RIGHT ANGLE BRACKET
-C
S
T A
M H
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PARTS SCHEDULE
H1
HOLE NO.
H2
H3
H4
H5 1-1/4" DIA THROUGH
HOLE DIMENSIONS
DRILL HOLE SCHEDULE
H6 " DIA THROUGH2
5/16" DIA THROUGH
7/16" DIA THROUGH
5/16" DIA THROUGH
7/16" DIA THROUGH CS
(3 1/2" TALL)
H6 W/ N3
3/16" PL
3/8" PLATE
C L
A
C
10 1/2"
/4
/2
/4
11"
11"
11"
/8
/1
/1
ALL SEAMS, TYPICAL
FULL FILLET WELD
LEFT SIDE
B A
C K S
ID
E
RIGHT SIDE
F R
O N
T S
ID
E
OF DOOR
W/ HOLE IN FOOT
INTERIOR) ALIGN
H6 W/ N3 (ON
A H2
H2
H2
H1 H1
H2H2
H1
H1
H2
H1
9"
1 7/16"
9/16"
C
H4
H5
H3
H3
3/8 " P
LATE
H4
3/16" PL
H4
H4
6 3/4" 10 1/2"
1'-6 1/2"
/1
/1
/8
/1
7 7/8"
STRENGTH MAY BE SUBSTITUTED
HINGES OF EQUAL OR GREATER
FACTORY FABRICATED ALUMINUM
H2
2"
3"
6 3/16"
/4
5 3/16"
1'-3/8"
6 11/16"
1'- 3/8"
2 11/16"
C L
CL
G H
/4
/1
/1
9/16"
9/16"
/8
/1
1-3 1 1/16"
3 1/16"
1 7/16"
4 11/16"
/1
/1
/1
7 7/8" 2 /2
3 1/2"
3 1/2"
/2
6 5/8"
/1
/1
/1
/1
/8
/2
11/16"
/1
"16
"2 11'-6
"8
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US Army Corps
U .S
A R
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A N M
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L E F
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M M
M M
M M
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ID
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X X
X X
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X -X -X
X X
X
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M-008
A ENCLOSURE TOP VIEW
ER
EL
ENCLOSURE RIGHT SIDE VIEW ENCLOSURE LEFT SIDE VIEW
INSTRUMENT BASE - TOP VIEW
B D
HOUSING BASE PLATE SIDE VIEW
6"0 3" 1'
6"0 3" 1' 6"0 3" 1' 6"0 3" 1'
F
ENCLOSURE FRONT VIEW
G
ENCLOSURE BACK VIEW
H
HOUSING BASE - TOP VIEW
C
6"0 3" 1' 6"0 3" 1'
NO.
MARK DESCRIPTION AMT.
B1
B2
B4
B5
N1
N2
W1
W2
W3
S1
N3
ALL ITEMS TYPE 316 SS
FASTENER SCHEDULE
3#8"-16x1-1#4" FLAT HEAD PHILLIPS MACHINE SCREW
1#4"-20x1-1#4" FLAT HEAD PHILLIPS MACHINE SCREW
3#8"-16 x 1" SQ. HEAD CUP POINT SET SCREW
3#8"-16x1" HEX CAP SCREW
1#4"-20x1" HEX CAP SCREW
3#8"-16 HEX NUT
3#8"-20 HEX NUT
3#8" SPLIT LOCK WASHER
1#4" SPLIT LOCK WASHER
1#4" FLAT WASHER
.38" LOOP END, 1.01" LOA
LOOP END S-HOOK-.08" WIRE DIA.,
"-16 PEM NUT-SS INSTALLED IN SIDE OF ENCLOSURE8
B3
B6
N4
N5
1/2"-13 X 2 1/2" SQ HEX CAP SCREW
1/2" - 13 PEM NUT - SS PRESSED IN - FROM BOTTOM FACE: CLS - 813-3
1/4" - 20 PEM NUT - SS PRESSED IN - FROM BOTTOM FACE PN: CLS - 0420-3
M E
C H
A N
IC
A L
S H
E E
T
A
Y O
U N
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C S
IC
K L E
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S L
ID
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IT
IO
N I
N D
IC
A T
O R
FOUND ON DWG NO. M-009.
GENERAL NOTES 1, 2, AND 3 APPLY TO COMPONENTS 4.
WITH ALL REQUIRED HARDWARE.
3. HOUSING SHALL BE FURNISHED FULLY ASSEMBLED
OTHERWISE NOTED.
ALL MATERIAL SHALL BE 3/16" THICK UNLESS 2.
OTHERWISE NOTED.
ALL MATERIAL SHALL BE 6061-T6 ALUMINUM UNLESS 1.
-C
S
T A
M H
.d g n
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H A
W K
FASTENER SCHEDULE
DRILL HOLE SCEHEDULE
CL
PERIMETER
1/16" CLEARANCE AROUND
WITH DOOR CLOSED. ALLOW
OF THE HOUSING COLUMN
POINTER GUIDE TO THE SHAPE
MATCH PROFILE OF UPPER
4"
AL.
THICK
1/8"
6 13/16"
/2
/2
IN LINE
THROUGH AND
0.375" DIA. HOLE
DEEP (MIN.)
(2) TAP 1/4-20x1"
0.376" HOLE (CENT. ON WEB)
(2) TAP 10-32 THRU TO
(2) 3/16 R.
/1
/4
(-0.000")
(+0.001")
0.375" DIA.
MATERIAL: 303 GROUND S.S.ROD
NO SHARP EDGES
/2
AB AND AC
CHANNEL
WELD TO
/1
/1
(2) Ø 7/16" HOLES
AND AC
CHANNEL AB
WELD TO
Ø 7/16" HOLES
/4 "Ø
1 3/4"
2 1/32"
2 3/32"
/8
Ø
/8
Ø
BETTER
FINISH 16 OR
A GOOD
HAVE
HOLE MUST
REAM THRU
(-0.000)
0.377" (+0.002)
/8
"DIA. HOLE16
H1
C L
CL
C L
1 3/8" 1 3/8"
H1
2 3/4"
3/8" 3/8"
/8
/8
/2
/2
HINGE PIN
SOLID AL ROD
3/8" DIA.
WALL THICKNESS
ROUND AL TUBING .058
- 1/2" O.D. DIA
HINGE KNUCKLE
S.S. TUBE
" TYPE 304 4
BACK
CL
CL
FRONT
N1
N1
H2
TOP
N1
SIDE
HEX NUT
3/8"-16 SS
CL
C L
/4
/2
3 3/16"
1 9/16" 1 9/16"
/4
COMPOUND
ANTI/SEIZE
INSTALL W/
SET SCREW.
ALLEN KEY
CUP POINT,
TYPE 3/6 S.S.
"4 1" x 32
FURNISH TWO
/8
C L C L
CL
CL
1 13/16"
H2
/8
CL CL
11/32" R (TYP)
POLISH8
2 3/4" (± 1/64")
"2
6"
"8
1""
/1
"16
S O
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SHEET ID
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US Army Corps
U .S
A R
M Y C
O R
P S O
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X X
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M-009
K
GUSSET TYPICAL OF TWO
L M
AA
COLUMN CAP
ROLLER ASSEMBLY
SCALE: 3"=1'-0"
ROLLER AXLE
LOWER POINTER GUIDE
6"0 3" 1' 6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
GUSSET
V
Z
UPPER LOCK LOWER LOCK
Y X
SCALE: 3"=1'-0"
LOWER POINTER GUIDE
UPPER POINTER GUIDE
GENERAL SHEET NOTES
SEE NOTE 1 SEE NOTE 1
6"0 3" 1'
ADJUSTABLE ROLLER POINTER
T 6"0 3" 1'
SCALE: 3"=1'-0"
ROLLER
6"0 3" 1'
GUSSET (TYPICAL OF TWO)
BLACK DELRIN, UNLESS OTHERWISE SHOWN. ALL DIM'S
ROLLER IS SYMMETRICAL MATERIAL WITH: WHITE OR2.
L 1-1/2 " x 1-1/2" x 1/4").
FURNISH IN MIRRORED PAIRS (ANGLES X AND Y ARE:
ONLY ONE LOWER AND ONE UPPER LOCK SHOWN, 1.
M E
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B
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W2
B4
W2
B4
W2
B4
W2
B6
B6
B4
N4
N5
N4 N4
N5
N4
HX-P--250-S12-N1S-1BC
OVER 12 FT:
HX-PA-150-S12-N1S-1BC
UP TO 12 FT:
NUMBER
UNIMEASURE MODEL
#MS310 E-14S-6S
CONNECTOR
AMPHENOL 90°
#MS310E-14S-6S
CONNECTOR
AMPHENOL 90°
PT9101-0250-121-2110
OVER 12 FT:
PT9101-0150-121-211-
CELESCO MODEL NUMBER:
TRANSDUCER
CABLE-EXTENSION POSITION
BACK
VI
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U .S
A R
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POSITION TRANSDUCER
-C
S
T A
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SCALE: NTS
CELESCO TRANSDUCER TO INSTRUMENT BASE MOUNTINGSCALE: NTS
UNIMEASURE TRANSDUCER TO INSTRUMENT BASE MOUNTING
N.T.S.
KEY MAP
KEY MAP
N
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
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A G
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T O
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W A
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R T
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A T
M E
N T A
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A
S-432A
S-432B
S-436A S-436B
S-436C
S-433B
S-433A
M-301
A
B U
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E
A .B
U R
K E
M E
C H
A N
IC
A L
S -4
A /B S -4
A /B
A N
D S -4
A /B /C
S
IT
E P
L A
N S
C S
IC
K L E
R
100' 200'0
100' 200'0 100' 200'0
S-425 AFTERBAY S-451 INTAKE BAY
S-451 AFTERBAY
N N
N
GENERAL SHEET NOTES
S-432A.
S-432A/B, S-433A/B/C, AND S-436A/B/C AND BASED ON
SLIDE GATE DETAILS FOUND ON M-302 ARE TYPICAL FOR 2.
DETAILS ARE FOUND ON DRAWING M-002.
CONTROL BUILDINGS FOR STRUCTURES ARE TYPICAL AND 1.
CELL 1
CELL 2
CELL 3
CELL 4
CELL 5
1 2 3
SCALE: 1"=100'
S-451 INTAKE BAYS-425 AFTERBAY
SCALE: 1"=100'
S-451 AFTERBAY
SCALE: 1"=100'
S O
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IC
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N N
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D A
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O
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D B
Y
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N B
Y
IS
S
U E D
A T
E
B
C
D
E
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
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A N
S I
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J A
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IS
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A N M
A R
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N V
IL
L E F
L
M M
M M
M M
M M
M Y
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IA
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IV
E R L
A G
O O
N S
O U
T H
S T L
U C
IE
C
O U
N T
Y F
L O
R
ID
A
J
G A
IL
L A
R D
X X
X X
X X -X
X -X -X
X X
X
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 -2
-2
S
T O
R M
W A
T E
R T
R E
A T
M E
N T A
R E
A W
E
P
R
M-302
C H
A N
IC
A L
C S
IC
K L E
R
S L
ID
E G
A T
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E T
A
IL
S
A
B U
R K
E
A
B U
R K
E
TOP OF PROTECTION, EL. A
GENERAL SHEET NOTES
UP-STOP ANGLE
BOLT ON YOKE
GUSSET
STAINLESS STEEL
VERTICAL SLIDE GATE
SELF CONTAINED
96" X 72"
BEYOND
BOX CULVERT
8FT X 6FT
POSITION INDICATOR HOUSING
S -4
A /B S -4
A /B
S -4
A /B /C
TYPICAL LIFT GATE SECTION
ATYPICAL LIFT GATE ELEVATION
SCALE: N.T.S.
OPENED POSITION
GATE IN FULLY
OPENED POSITION
GATE IN FULLY
INVERT OF CULVERT, EL. C
TOP INSIDE OF CULVERT, EL. B
GATE DIMS
ELEVATION A
ELEVATION B
ELEVATION C
30 NAVD 88
21 NAVD 88
15 NAVD 88
26 NAVD 88 25 NAVD 88
14 NAVD 88
STRUCTURE S-432A/B
8'WX6'H
20 NAVD 88 20 NAVD 88
14 NAVD 88
S-436A/B/CS-433A/B
8'WX6'H 8'WX6'H
MAX HW
DESIGN HW
MAX TW
DESIGN TW
MIN TW
27 NAVD 88 24 NAVD 88
21 NAVD 88 21 NAVD 88 21 NAVD 88
MAX HW
DESIGN HW
MAX TW
DESIGN TW
MIN TW
24.5 NAVD 88
25.5 NAVD 88
24.3 NAVD 88
23.9 NAVD 88
23.7 NAVD 88
25.5 NAVD 88
24.5 NAVD 88 25.7 NAVD 88
23.5 NAVD 88
23.35 NAVD 88
HANDWHEEL CENTERLINE, EL. D
ELEVATION D 34 NAVD 88 30 NAVD 88 29 NAVD 88
DESIGN HEAD 8.5 FEET
POSITION INDICATING STRIPS
STEM COVER 77" LG. MYLAR
SLIDE GATE ACTUATOR W/CLEAR PLASTIC
POSITION INDICATOR HOUSING NOT SHOWN FOR CLARITY
STRUCTURE VALUES SCHEDULE
SLIDE GATE ACTUATOR
9 FEET 7 FEET
DRILL.
CRANK ATTACHMENT, TO BE ABLE TO OPERATE WITH A
CONTRACTOR TO PROVIDE KEY TO ATTACH TO THE HAND 6.
INDICATOR HOUSING DETAILS.
SEE DWG NOS. M-003 THROUGH M-010 FOR POSITION 5.
SECTIONS OF THE PRECAST HEADWALL.
SEE DWG NOS. S-301 THROUGH S-331 FOR DETAILS AND 4.
BY GATE MANUFACTURER.
STEM DIAMETER AND GUIDE SPACING TO BE DETERMINED 3.
(EMBEDMENT DEPTH SHALL NOT EXCEED 8 INCHES).
BY GATE MANUFACTURER - 1 INCH GROUT PAD MINIMUM
ANCHORS (DRILL IN EPOXY SET ANCHORS) AS SPECIFIED
MOUNT GATE FRAME WITH STAINLESS STEEL ADHESIVE 2.
OPERATING HEAD OF 9 FEET.
SLIDE GATE CAPABLE OF WITHSTANDING A DESIGN
PROVIDE FABRICATED SELF-CONTAINED STAINLESS STEEL 1.
S O
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US Army Corps
U .S
A R
M Y C
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P S O
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A N M
A R
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L E F
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M M
M M
M M
M M
M Y
Y
IA
N R
IV
E R L
A G
O O
N S
O U
T H
S T L
U C
IE
C
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L O
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ID
A
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G A
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L A
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X X
X X
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X -X -X
X X
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T O
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N T A
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P
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FINAL RTA
H
A D
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A N
A L
M-501
B U
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B U
R K
E
C S
IC
K L E
R
M E
C H
A N
IC
L
SHEET GENERAL NOTES
0 500' 1000'
S -4
A /B S -4
A /B
S -4
A /B S
IT
E P
L
WEIR GATE PLAN S-439B (TYPICAL FOR ALL WEIR GATES)
SCALE: 1"=10'
STA PLAN
SCALE: 1"=500'10' 20'0
S O
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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
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ID
A
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G A
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L A
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X X
X X
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X -X -X
X X
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T O
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C -2
-2
S
T O
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W A
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R T
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N T A
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A W
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P
R
FINAL RTA
M-502
B
S-437A
S-437B
S-438B
S-438A
S-439A
S-439B
S-441
CELL 3
CELL 4
CELL 5
THROUGH M-603.
PLAN AND DETAILS FOR S-441 FOUND ON DRAWINGS M-601 3.
TYPICAL FOR S-437A/B, S-438A/B, AND S-439A/B.
WEIR GATE DETAILS FOUND ON DRAWING M-502 ARE 2.
FOUND ON DRAWING M-003.
CONTROL BUILDINGS FOR STRUCTURES ARE TYPICAL AND 1.
WEIR GATE
CONTROL BUILDING
GATE ACTUATOR
M-502
C H
A N
IC
A L
C S
IC
K L E
R
A
B U
R K
E
A
B U
R K
E
SLIDE GATE ACTUATOR
GENERAL SHEET NOTES
STAINLESS STEEL
DUAL STEM WEIR GATE
SELF CONTAINED
120" X 60"
S -4
A /B S -4
A /B
S -4
A /B
BEYOND
CULVERT PIPE
60"
YOKE
WEIR GATE FULLY OPEN
WEIR GATE FULLY OPEN
4'0 2' 8' 4'0 2' 8'
REMOVABLE GRATING
WEIR GATE FULLY CLOSED
EL 28.0
OPERATING PLATFORM
EL 21.0
TOP OF WEIR GATE, FULLY OPEN
EL 24.0
MAXIMUM CELL DEPTH (NORMAL NSFL)
EL 21.0
LOW CELL DEPTH (DROUGHT)
EL 25.0
TOP OF WEIR GATE, FULLY CLOSED
EL 16.0
BOTTOM OF WEIR GATE, FULLY OPEN
WEIR GATE FULLY CLOSED
EL 12.0
CULVERT PIPE INVERT
M-502 SCALE: 3/8" = 1'-0"
C
POSITION INDICATING STRIPS
COVER 77" LG. MYLAR
W/CLEAR PLASTIC STEM
SLIDE GATE ACTUATOR
W E
IR
G
A T
E D
E T
A
IL
S
TYPICAL WEIR GATE SECTION
DRILL.
CRANK ATTACHMENT, TO BE ABLE TO OPERATE WITH A
CONTRACTOR TO PROVIDE KEY TO ATTACH TO THE HAND 5.
SECTIONS OF THE DISCHARGE STRUCTURE.
SEE DWG NO. S-501 THROUGH S-511 FOR DETAILS AND 4.
BY GATE MANUFACTURER.
STEM DIAMETER AND GUIDE SPACING TO BE DETERMINED 3.
(EMBEDMENT DEPTH SHALL NOT EXCEED 8 INCHES).
BY GATE MANUFACTURER - 1 INCH GROUT PAD MINIMUM
ANCHORS (DRILL IN EPOXY SET ANCHORS) AS SPECIFIED
MOUNT GATE FRAME WITH STAINLESS STEEL ADHESIVE 2.
UNSEATING HEAD.
WEIR GATES CAPABLE OF WITHSTANDING 5 FEET OF
PROVIDE FABRICATED SELF-CONTAINED STAINLESS STEEL 1.
EL 31.75
HANDWHEEL CENTERLINE
M-501
TYPICAL WEIR GATE ELEVATION
SCALE: 3/8" = 1'-0"
B
S O
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N N
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B
C
D
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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
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A
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G A
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L A
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X X
X X
X X -X
X -X -X
X X
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W A
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P
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FINAL RTA
M-502
C
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B
C
D
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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
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A N M
A R
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J A
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L E F
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M M
M M
M M
M M
M Y
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A
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S
T O
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W A
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N T A
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A W
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P
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MECHANICAL SITE PLAN
M-601
B U
R
B U
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C S
IC
K L E
R
M E
C H
A N
IC
A L
X X
X X
X X -X
X -X -X
X X
X
M M
M M
M M
M M
M Y
Y
IA
N R
IV
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A G
O O
N S
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C
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N P
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C -2
-2
S
T O
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W A
T E
R T
R E
A T
M E
N T A
R E
A
SHEET GENERAL NOTES
CONTROL BUILDING
S -4
S
IT
E P
L A
N
SENSORS.
ELECTRIC MOTOR ACTUATORS, AND GATE POSITION
S-441 CONSISTS OF THREE 5FTX5FT VERTICAL SLIDE GATES, 2.
CONTROL BUILDINGS DETAILS FOUND ON DRAWING M-003.1.
SCALE: 1"=10' 10' 20'0
M-602
C H
A N
IC
A L
C S
IC
K L E
R
A
B U
R K
E
A
B U
R K
E
GENERAL SHEET NOTES
S L
ID
E G
A T
E D
E T
A
IL
S S -4
S H
E E
T
STAINLESS STEEL (TYP)
VERTICAL SLIDE GATE
SELF CONTAINED
60" X 60"
BEYOND (TYP)
CULVERT PIPE
60"
BOLT ON YOKE (TYP)
UP-STOP ANGLE (TYP)
GUSSET (TYP)
POSITION INDICATOR HOUSING (TYP)
DESIGN HW EL. 17.75
EL 26.25
POSITION INDICATING STRIPS (TYP)
STEM COVER 70" LG. MYLAR
SLIDE GATE ACUATOR W/CLEAR PLASTIC
M-601 4'0 2' 8'
S-441 ELEVATION
SCALE: 3/8" = 1'-0"
D
GATE IN FULLY OPENED POSITION
GATE IN FULLY CLOSED POSITION
ALL ELEVATIONS SHOWN ARE NAVD88.7.
DRILL.
CRANK ATTACHMENT, TO BE ABLE TO OPERATE WITH A
CONTRACTOR TO PROVIDE KEY TO ATTACH TO THE HAND 6.
INDICATOR HOUSING DETAILS.
SEE DWG NOS. M-003 THROUGH M-010 FOR POSITION 5.
SECTIONS OF THE PRECAST HEADWALL.
SEE DWG NOS. S-601 THROUGH S-605 FOR DETAILS AND 4.
BY GATE MANUFACTURER.
STEM DIAMETER AND GUIDE SPACING TO BE DETERMINED 3.
(EMBEDMENT DEPTH SHALL NOT EXCEED 8 INCHES).
BY GATE MANUFACTURER - 1 INCH GROUT PAD MINIMUM
ANCHORS (DRILL IN EPOXY SET ANCHORS) AS SPECIFIED
MOUNT GATE FRAME WITH STAINLESS STEEL ADHESIVE 2.
OPERATING HEAD OF 9 FEET.
SLIDE GATE CAPABLE OF WITHSTANDING A DESIGN
PROVIDE FABRICATED SELF-CONTAINED STAINLESS STEEL 1.
S O
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IC
IT
A T
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N N
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B
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F
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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M M
M M
M M
M M
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N R
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U C
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X X
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S
T O
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W A
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R T
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A T
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N T A
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A W
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P
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FINAL RTA
M-603
M-603
C H
A N
IC
A L
C S
IC
K L E
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A
B U
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GENERAL SHEET NOTES
STAINLESS STEEL
VERTICAL SLIDE GATE
SELF CONTAINED
60" X 60"
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S S -4
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INVERT OF CULVERT, EL. 10 NAVD 88
4'0 2' 8'
MAX HW, EL. 19.0
DESIGN HW, EL. 17.75
MAX TW, EL. 19.0
DESIGN TW, EL. 17.0
POSITION
GATE IN FULL OPEN
POSITION INDICATING STRIPS
STEM COVER 77" LG. MYLAR
SLIDE GATE ACTUATOR W/CLEAR PLASTIC
TOP OF PROTECTION, EL. 23 NAVD 88
S-441 LIFT GATE SECTION (TYP)
SCALE: 3/8" = 1'-0"
E
ALL ELEVATIONS ARE NAVD88.7.
DRILL.
CRANK ATTACHMENT, TO BE ABLE TO OPERATE WITH A
CONTRACTOR TO PROVIDE KEY TO ATTACH TO THE HAND 6.
INDICATOR HOUSING DETAILS. NOT SHOWN FOR CLARITY.
SEE DWG NOS. M-003 THROUGH M-010 FOR POSITION 5.
SECTIONS OF THE PRECAST HEADWALL.
SEE DWG NOS. S-601 THROUGH S-605 FOR DETAILS AND 4.
BY GATE MANUFACTURER.
STEM DIAMETER AND GUIDE SPACING TO BE DETERMINED 3.
(EMBEDMENT DEPTH SHALL NOT EXCEED 8 INCHES).
BY GATE MANUFACTURER - 1 INCH GROUT PAD MINIMUM
ANCHORS (DRILL IN EPOXY SET ANCHORS) AS SPECIFIED
MOUNT GATE FRAME WITH STAINLESS STEEL ADHESIVE 2.
OPERATING HEAD OF 9 FEET.
SLIDE GATE CAPABLE OF WITHSTANDING A DESIGN
PROVIDE FABRICATED SELF-CONTAINED STAINLESS STEEL 1.
TOP INSIDE OF CULVERT, EL. 15 NAVD 88
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40' 80'0SCALE: 1" = 40'
OF TEMPORARY PUMP STATION
APPROXIMATE LOCATION
STA INTAKE BASIN
S-432A LOCATION
S-432B LOCATION
TEMPORARY PUMP STATION LOCATION
C -2
N
S-425 SAG CULVERT
M-901
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DISCHARGE PIPES
TEMPORARY PUMP STATION
RECOMMENDED ALIGNMENT OF
SIZED AXIAL FLOW PUMPS AT 20 CFS.
TEMPORARY PUMP STATION TO CONSIST OF TWO EQUAL 5.
EXECUTED BY THE GOVERNMENT.
PROVIDED BY CONTRACTOR AS AN OPTION TO BE
TEMPORARY PUMP STATION SHALL BE DESIGNED AND 4.
STATION.
SEE DWG M-902 FOR CROSS SECTION OF TEMPORARY PUMP 3.
BE DETERMINED IN THE FIELD.
LOCATION SHOWN IS APPROXIMATE. EXACT LOCATION TO 2.
NORTH OF THE S-425 SAG CULVERT.
TEMPORARY PUMP STATION LOCATED ON C-24 CANAL, 1.
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TEMPORARY PUMP STATION - CROSS SECTION
TO STA INTAKE BASIN
MAX HW EL 18 NAVD 88
MIN HW EL 16 NAVD 88
CL CL
A .B
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K E
C S
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K L E
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PILE SUPPORTS
FLEXIBLE COUPLINGS
20 CFS AXIAL FLOW PUMP
DESIGN TW 24.5 NAVD 88
AND NOT FINAL
GRADING FOR REFERENCE ONLY
DIESEL ENGINE
CONSTRUCTION.
GRADING SHOWN FOR REFERENCE ONLY, NOT FOR 9.
PUMP MANUFACTURER.
EXACT LENGTHS OF PUMP SECTIONS TO BE PROVIDED BY 8.
APPROXIMATE LENGTH OF DISCHARGE PIPE IS 800 FEET.7.
ESTIMATED STATIC HEAD APPROXIMATELY 15 FT.6.
ESTIMATED PUMP MOTOR APPROXIMATELY 60 HP.5.
DOWN TO MINIMUM HEAD WATER.
PUMPS SHALL BE DESIGNED TO OPERATE SATISFACTORILY 4.
OF 40 CFS TO FACILITATE THE GROW IN OF THE C-23/24 STA.
SIZED AXIAL FLOW PUMPS AT 20 CFS FOR A TOTAL CAPACITY
TEMPORARY PUMP STATION TO CONSIST OF TWO EQUAL 3.
BY THE GOVERNMENT.
PROVIDED BY CONTRACTOR AS AN OPTION TO BE EXECUTED
TEMPORARY PUMP STATION SHALL BE DESIGNED AND 2.
901 FOR APPROXIMATE LOCATION.
OF THE S-425 SAG CULVERT. REFER TO SITE PLAN ON DWG M-
TEMPORARY PUMP STATION LOCATED ON C-24 CANAL, NORTH 1.
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FINAL RTA
CL
CL
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M-903
C H
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GENERAL SHEET NOTES
MAX HW EL 18 NAVD 88
MIN HW EL 16 NAVD 88
A .B
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K L E
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IS
C H
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G E S
IN
G L E L
0 4' 8'2'
TEMPORARY PUMP STATION DISCHARGE SINGLE LINE
SCALE: V: 1/4" = 1'-0" H: NOT TO SCALE
PUMP STATION SKID
VACUUM RELIEF/SIPHON BREAKER VALVEAIR RELEASE VALVE
LOW TW 22 NAVD 88
MAX TW 24 NAVD 88
C-24 CANAL
STA INTAKE BASIN
APPROXIMATE GRADE
APPROXIMATE GRADE
VERIFY GRADE.
PURPOSES ONLY AND NOT FOR CONSTRUCTION. FIELD
APPROXIMATE GRADE SHOWN IS FOR ILLUSTRATIVE 10.
AND PUMPS.
MANDATORY TO PREVENT DAMAGE TO THE DISCHARGE
VACUUM RELIEF AND AIR RELEASE VALVES ARE 9.
DURING GROW IN PERIOD.
TAILWATER SHOWN REPRESENTS THE OPERATING RANGE 8.
VERTICAL SCALE ONLY REPRESENTATIVE OF ELEVATION.7.
HORIZONTAL AXIS NOT TO SCALE.6.
ESTIMATED TDH APPROXIMATELY 25 FT.5.
ESTIMATED PUMP MOTOR APPROXIMATELY 60 HP.4.
C-23/24 STA.
CAPACITY OF 40 CFS TO FACILITATE THE GROW IN OF THE
SIZED AXIAL FLOW PUMPS AT 20 CFS FOR A TOTAL
TEMPORARY PUMP STATION TO CONSIST OF TWO EQUAL 3.
EXECUTED BY THE GOVERNMENT.
PROVIDED BY CONTRACTOR AS AN OPTION TO BE
TEMPORARY PUMP STATION SHALL BE DESIGNED AND 2.
ON DWG M-901 FOR APPROXIMATE LOCATION.
NORTH OF THE S-425 SAG CULVERT. REFER TO SITE PLAN
TEMPORARY PUMP STATION LOCATED ON C-24 CANAL, 1.
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EL 35.0
EL 30.0
EL 25.0
EL 20.0
EL 15.0
EL 10.0
EL 5.0
EL 0.0
EL 35.0
EL 30.0
EL 25.0
EL 20.0
EL 15.0
EL 10.0
EL 5.0
EL 0.0
| M-001 |
| M-002 |
| M-003 |
| M-004 |
| M-005 |
| M-006 |
| M-007 |
| M-008 |
| M-009 |
| M-010 |
| M-301 |
| M-302 |
| M-501 |
| M-502 |
| M-601 |
| M-602 |
| M-603 |
| M-901 |
| M-902 |
| M-903 |
File details come from the government source that posted it. Updated .