W9128F-20-R-0056_0005 Drawings.PDF
PDF 10 MB Posted
- Attached to
- Ellsworth AFB, SD - Hydrant Fuel System Replacement Federal contract opportunity
- Solicitation number
- W9128F-20-R-0056
About this file
This package of construction documents includes plans and specifications for replacing an existing hydrant fuel system at Ellsworth Air Force Base in South Dakota. The project involves constructing a new enclosed Type III hydrant fueling pumphouse with control room, installing two above-ground 10,000-barrel fuel operating storage tanks with containment infrastructure, building a new filter building, extending distribution piping to the existing loop, adding a new product recovery tank, extending a fuel transfer line, and performing associated site work. The Army Corps of Engineers is the contracting agency.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F20R0056-Am-0009-Specifications.pdf | ||
| W9128F-20-R-0056am_0009Narrative.pdf | ||
| W9128F20R0056-Am-0008-Drawings.pdf | ||
| W9128F-20-R-0056am_0008Narrative.pdf | ||
| W9128F20R0056-Am-0008-Specifications.pdf | ||
| W9128F-20-R-0056am_0007 Specifications.pdf | ||
| W9128F-20-R-0056am_0007 Narrative.pdf | ||
| W9128F20R0056-Am-0007 Drawings.PDF | ||
| W9128F-20-R-0056-0007.pdf | ||
| W9128F-20-R-0056 0005.pdf | ||
| W9128F-20-R-0056_0005 Narrative.pdf | ||
| W9128F-20-R-0056_0005 Specifications.pdf | ||
| W9128F-20-R-0056 0003.pdf | ||
| W9128F-20-R-0056_0003Narrative.pdf | ||
| W9128F-20-R-0056 0003.pdf | ||
| W9128F-20-R-0056am_0003Specifications.pdf | ||
| W9128F-20-R-0056 00002.pdf | ||
| W9128F-20-R-0056-Vol-2-Technical-Specs.pdf | ||
| Attachment A - NAVFAC USACE PPQ Form Sep 2011-Ellsworth.pdf | ||
| W9128F-20-R-0056 Ellsworth AFB-1.pdf |
Show all 20
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BEDDING BEDDING
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CC
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TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS
CONCRETE PIPE BEDDING NOTES:
THICKNESS SHALL BE INCREASED TO 6 INCHES IN ROCK CUTS.
1. MINIMUM BEDDING THICKNESS SHALL BE 3 INCHES. MINIMUM BEDDING
GENERAL NOTES:
4. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES SHALL BE AS SPECIFIED IN ASTM D 2321.
SECTION 26, DIVISION II OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.
3. MINIMUM COVER FOR CONSTRUCTION LOADS OVER CORRUGATED STEEL PIPES SHALL BE AS SPECIFIED IN
CONSTRUCTION EQUIPMENT TO PASS OVER THEM DURING CONSTRUCTION.
2. CONCRETE PIPES SHALL BE PROTECTED BY A MINIMUM OF 3 FEET OF COVER PRIOR TO PERMITTING HEAVY
OF THE SPECIFICATIONS.
1. EXCAVATION AND TRENCHING SHALL BE IN ACCORDANCE WITH SECTION 01400 SPECIAL SAFETY REQUIREMENTS
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IN DIAMETER AND 18 INCHES FOR PIPE GREATER THAN 18 INCHES IN DIAMETER.
1. EMBEDMENT SIDE CLEARANCE SHALL BE 12 INCHES FOR PIPES 12 TO 18 INCHES
SPRINGLINESPRINGLINE
AS REQUIRED
EXCAVATION LINE
OUTER BEDDING
MIDDLE BEDDING
OUTER BEDDING
HAUNCHING
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WALL
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BACKFILL
INITIAL
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C C
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LEGEND:
C
CLASS A CLASS B CLASS C
NOTES:
B4
D, 4" MIN.4
B2
D = INSIDE PIPE DIAMETER
B = OUTSIDE PIPE DIAMETER
OF PIPE.
PIPE OR COATED OR WRAPPED PIPE AND 1-1/2" FOR ALL OTHER TYPES
2. MAXIMUM PARTICLE SIZE IN INITIAL BACKFILL SHALL BE 1/2" FOR PLASTIC
1. SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS.
B ,4" MIN.4
1 B ,4" MIN.8
2000 PSI F' (MIN.)
CONCRETE CRADLE
MATERIAL
SELECT GRANULAR
MATERIAL
SELECT GRANULAR
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PLAN
ELEVATION SECTION ON PIPE LC
GENERAL NOTES
TABLE OF VARIABLE DIMENSIONS
BARS D BARS E BARS FBARS CBARS BBARS A
T1 T2 U NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE
PIPE
SIZE
D H L W X T/T3**
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NO.SIZENO.
BARS H BARS J
SIZE
SPACING NORMAL
TO CURB
2 4
BARS G
NO. SIZE
** FOR CONCRETE CAST AGAINST THE EARTH, THE T3 DIMENSION SHALL BE INCREASED TO A MINIMUM OF 8".
*** INCREASE CLEARANCE TO A MINIMUM OF 3" IF TRENCHED.
2-1/2"
2" CLEAR
BARS C
NOTES
BARS B
BARS B
BARS D
BARS A
BARS A
NO SCALE
TYPICAL WINGWALL SECTION
9" TYP.
BARS A
BAR J
BARS G
BARS B
BARS E
BARS D
3. EMBED BARS F AND H INTO HEADWALL 8".
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2. BARS E SHALL BE SPACED AT 12" CENTERS AND SHALL BE
1. BARS D SHALL BE SPACED AT 12" CENTERS.
1. REINFORCING STEEL FY = 60 KSI.
BARS G
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"4 34'-11
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A7
PLASTIC PIPE BEDDING DETAILS
SCALE: NTS
D7
CONCRETE CIRCULAR PIPE BEDDING DETAILS
SCALE: NTS
D1
PIPE HEADWALL DETAILS
SCALE: NTS
18" 6" 10" 1'-5" 6" 5 42'-6" 3'-0" 3'-2" 3 4 4 4 3 4 6 4 4 4 6 4 12" 4 4 2 4"2 16'-7
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NOTES:
ELEVATIONSECTION
PLAN
T Y
P
2" TYP.
2-1/2" 3-1/2"
4" MAX.
3/16"
TYP.
TYP.
1/4"
1/4"
TYP.
1-1/2" TYP.
FLARED END SECTION
TO SIDEWALL (TYP.)
1" MAX. CLEARANCE
3/8" PLATE
WASHER
1/4" COTTER PIN
WASHER (SEE NOTE 2)
4" X 4" X 1/4" PLATE
1-1/4" DIA. BAR
5/8" DIA. BARS (TYP.)
WASHER (SEE NOTE 2)
4" X 4" X 1/4" PLATE
1/4" COTTER PIN
BAR AS SHOWN.
WELDED TO THE 3/8" STEEL PLATE AND 1-1/4" STEEL
TOGETHER. EACH 5/8" STEEL BAR SHALL ALSO BE
4. ALL 5/8" DIAMETER STEEL BARS SHALL BE WELDED
WITH 2.0 OUNCES OF ZINC PER SQUARE FOOT.
3. ALL STEEL BARS AND PLATES SHALL BE GALVANIZED
WELD NUT TO BOLT ON UNDERSIDE.
2. TACK WELD PLATE WASHER TO 1-1/4" DIA. BAR. TACK
CMP FLARED END SECTIONS.
1. MANPROOFING SHOWN FOR RCP ALSO APPLIES FOR
FLARED END SECTION
(SEE NOTE 2)
PLATED HEX NUTS
HEAVY CADMIUM-
(2) 1-1/8" 7UNC
WASHER
1-3/8" DRILLED HOLE
LENGTH
BOLT, 4" MIN. THREAD
CADMIUM-PLATED HEX
1-1/8" 7UNC X 6" HEAVY
3/8" PLATE
5/8" BARS (TYP.)
1-1/4" DIA. BAR
12" TYP.
9" FOR 24" THROUGH 30" DIA. END SECTIONS
* 6" FOR 12" THROUGH 18" DIA. END SECTIONS
(SEE NOTE 2)
PLATE WASHER
4" X 4" X 1/4"
5/8" BARS (TYP.)
3/8" PLATE
1-1/4" DIA. BAR
WASHER (SEE NOTE 2)
4" X 4" X 1/4" PLATE
D1
FLARED END SECTION STEEL BARRIER MANPROOFING DETAILS
SCALE: NTS
E
C
A
L
A A
E
NOTES:
PIPE DIAM.
A C L E
DIMENSIONS IN INCHES
(INCHES)
REINFORCED CONCRETE ROUND PIPE
SECTION LENGTHS SHALL BE INCLUDED IN THE 15 LF REQUIREMENT.
OUTLET END OF THE PIPE ARE MECHANICALLY LOCKED TOGETHER. END
SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE
3. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON THE DRAWINGS,
SECTION WITH 3/8" GALVANIZED BOLTS, NUTS AND WASHERS.
AS END SECTIONS. TOE PLATE SHALL BE FIELD-BOLTED TO END
FOR CORRUGATED STEEL PIPE AND SHALL BE THE SAME THICKNESS
2. GALVANIZED TOE PLATE SHALL BE REQUIRED ON END SECTIONS
VARIATIONS.
SHOWN ON THE TABLES DUE TO DIFFERENT MANUFACTURER'S
1. DIMENSIONS OF END SECTIONS MAY VARY SLIGHTLY FROM THOSE
PLAN
END VIEWSECTION A-A
6 48 73 3015
A1
END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE
SCALE: NTS
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MIN. MIN.(WIDTH VARIES)
VARIES
REMOVE EXISTING BITUMINOUS PAVEMENT
1'-0"
MIN.
1'-0"
MIN.
EXISTING BASE
COURSES
EXISTING BASE
COURSES
EXISTING BIT.
SURFACE COURSE
EXISTING BIT.
SURFACE COURSE
AND TACK COAT
SAWCUT FULL DEPTH
AND TACK COAT
SAWCUT FULL DEPTH
SEE NOTE 1.
COURSE (4" MIN.)
NEW BIT. SURFACE
1'-0"1'-0" TRENCH
UTILITY
1.5
1.5
EXISTING SUBGRADE
COURSES SHALL MATCH EXISTING.
4. THICKNESS OF NEW P.C. CONCRETE PAVEMENT AND BASE
JOINTS SHALL MATCH EXISTING.
3. SPACING AND TYPE OF NEW LONGITUDINAL AND TRANSVERSE
EXISTING PAVEMENT AS SHOWN.
2. NEW P.C. CONCRETE PAVEMENT SHALL BE DOWELLED INTO
AN EXISTING JOINT.
1. EXISTING CONCRETE PAVEMENT SHALL BE REMOVED TO
NOTES:
EXISTING BASE COURSES EXISTING BASE COURSES
1'-0"
MIN.
TRENCH
UTILITY
1'-0"
MIN.
1'-0"
MIN.
VARIES 1'-0"
MIN.
REMOVE EXISTING P.C. PAVEMENT
NEW P.C. CONC. PVMT
(WIDTH VARIES)
BASE COURSE (6" MIN.)
NEW RIGID PAVEMENT
1V ON 1.5H
PAVEMENT
CONCRETE
EXISTING P.C.
EXISTING JOINT
PAVEMENT
CONCRETE
EXISTING P.C.
1V ON 1.5H
EXISTING JOINT
TABLE 1
MINIMUM
DOWEL DIAMETER
MINIMUM
DOWEL LENGTH
MAXIMUM
DOWEL SPACINGTHICKNESS
PAVEMENT
LESS THAN 8"
8" To 11"
12"
12"
16"
16"
3/4"
1"
PLACED.
THE BASE SHALL BE PROTECTED FROM DAMAGE UNTIL THE PAVEMENT IS
PAVEMENT LAYER IS PLACED AFTER CONSTRUCTION OF THE BASE COURSE.
4. PRIME COAT IS REQUIRED IF IT WILL BE AT LEAST 7 DAYS BEFORE THE
WITHOUT CONTAMINATION AND REUSED AT THE CONTRACTOR'S OPTION.
3. EXISTING BASE COURSE TO BE REMOVED MAY BE STOCKPILED SEPARATELY
COURSE AND BIT. SURFACE COURSE TO REMAIN.
2. PROVIDE ENOUGH CLEARANCE TO PREVENT UNDERMINING OF EXISTING BASE
TO THE MATERIAL AND PLACEMENT REQUIREMENTS OF THE SPECIFICATIONS.
SHALL MATCH EXISTING. PAVEMENT AND BASE COURSE SHALL CONFORM
1. THICKNESS OF NEW BITUMINOUS SURFACE COURSE AND BASE COURSES
NOTES:
SEE NOTE 3.
COURSE 12" MIN
NEW AGG. BASE
" R4
" R4
6"
3" R
3" R
.5
32"
32"
" R4
-1 /2
" R4 16"
3" R
3" R
3/4" PER FOOT
-1 /2
-1 /2
NOTE:
THE DRILLED HOLES USING AN EPOXY RESIN GROUT.
CONCRETE AND THE DOWELS SHALL BE BONDED IN
THAN THE DOWEL SHALL BE DRILLED IN THE EXISTING
HOLES APPROXIMATELY 1/8 INCH GREATER IN DIAMETER
PAVEMENT
NEWPAVEMENT
EXISTING
DOWEL LENGTH2
T = PAVEMENT THICKNESS
T /2
T
L
.6
L
M
IN
T = PAVEMENT THICKNESS
1'-3"1'-3"
T /2
T
1/8" MIN. INITIAL SAWCUT
T = PAVEMENT THICKNESS
T /4
BACKER ROD.
SEALANT RECESS AND
REQ'D FOR SEALANT,
DEPTH OF SAWCUT AS
1/2" TO 5/8"
1/2" TO 5/8"
SEALANT MANUFACTURER
RECOMMENDED BY THE
DEPTH OF SEALANT AS
SAWCUT COMPLETED SAWCUT JOINT
JOINT SEALANT DETAIL
COMPLETED CONSTRUCTION
JOINT SEALANT DETAIL
COMPLETED EXPANSION
SEALANT MANUFACTURER
RECOMMENDED BY THE
DEPTH OF SEALANT AS
"16 1" + 4
1/2" TO 5/8"
BELOW TOP OF PAVEMENT
RECESSED 1/8" TO 1/4"
POURED JOINT SEALANT
BACKER ROD.
SEALANT RECESS AND
REQ'D FOR SEALANT,
DEPTH OF SAWCUT AS
TO FIT SNUG IN JOINT
NON-REACTIVE BACKER ROD
NON-MOISTURE ABSORPTIVE,
SEALANT MANUFACTURER
RECOMMENDED BY THE
DEPTH OF SEALANT AS
AND BACKER ROD.
SEALANT, SEALANT RECESS
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BELOW TOP OF PAVEMENT
RECESSED 1/8" TO 1/4"
POURED JOINT SEALANT
COMPACTED SUBGRADE
COMPACTED SUBGRADE
1V ON 3H
1V ON 3H
JOINT SEALANT
END OF DOWEL
PAINT AND OIL
SIZE AND SPACING
SEE TABLE 1 FOR
GROUT DOWEL
DRILL AND EPOXY
JOINT
TIE BAR
DOWEL OR
JOINT SEALANT
THE JOINT LAYOUT PLANS
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TIE BARS @ 2'-6" C.C. USED
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TO FIT SNUG IN JOINT
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SCALE: NTS
ASPHALT PAVEMENT
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SCALE: NTS
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SCALE: NTS
A5
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SCALE: NTS
A8
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SCALE: NTS
F7
CONTRACTION JOINT SEALANT DETAILS (SAW TYPE)
SCALE: NTS
D7
POURED JOINT SEALANT DETAILS
SCALE: NTS
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SCALE: NTS
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4" BITUMINOUS SURFACE COURSE
F5
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SCALE: NTS
12" COMPACTED SUBGRADE (95%)
8" AGGREGATE SURFACE COURSE
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8" CARBON STEEL RETURN PIPING FROM HHT5.
8" CARBON STEEL ISSUE CONNECTION TO HHT4.
12" CARBON STEEL RETURN PIPING3.
12" CARBON STEEL ISSUE PIPING2.
EXISTING 8" CARBON STEEL RECEIPT PIPING1.
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GUIDED SUPPORT (TYP.)10.
ABOVEGROUND / UNDERGROUND TRANSITION9.
8" CARBON STEEL RETURN PIPING FROM HHT8.
12" CARBON STEEL RETURN PIPING7.
12" CARBON STEEL ISSUE PIPING6.
4,000 GALLON ABOVEGROUND PRODUCT RECOVERY TANK5.
ABOVEGROUND PIPING INTO RETAINING WALL / UNDERGROUND4.
TYPE III PUMPHOUSE3.
16" CARBON STEEL COMMON ISSUE HEADER2.
8" CARBON STEEL COMMON RECEIPT HEADER1.
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SCALE: HORIZONTAL: 1"=10' 0 10' 20'
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SCALE: VERTICAL: 1"=5'
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HYDRANT LOOP RETURN PIPING - PLAN
SCALE: HORIZONTAL: 1"=10' 0 10' 20'
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L EXISTING GRADE
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TO EXISTING
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B21 B22
B23
SLOPE 0.50%
SLOPE 7.83%
EST. ELEV.: 3225.000
STA.: 7+07.450
EXISTING FUEL LINE
CARBON STEEL PIPING
12" UNDERGROUND
M S .D
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FP-3 FP-2
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DETAIL "A" SHEET MS503
RECOVERY TANK, SEE
2" SS TO PRODUCT
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DISCHARGE
12" PUMP
CONTROLLER (TYP. OF 5)
(CV) W/ RATE OF FLOW
NON-SURGE CHECK VALVE
HEADER
12" F/S DISCHARGE
LEAVING BLDG.)
IF (TYP. WHERE
10" ISSUE VENTURI
PS-14
PIT 1
PIT 2
PS-10
PS-12
PS-10
(TYP.)
BLIND FLANGE
2" DRAIN BELOW
12" CS TO HYDRANT LOOP
TANKS
8" TO OPERATING
PS-6
PS-3
PS-7
PS-9
2"
PS-9 PS-9
PS-10
PS-12
PS-12
PS-11
PS-12
PS-10
PS-12
PS-1
8" RETURN LINE
FROM RETURN LINE
8" CROSS CONNECTION
PS-1
PS-1
HEADER
16" SUCTION
12" CS FROM HYDRANT LOOP
OPERATING TANKS
16" FROM
HEADER
16" SUCTION
PS-9
DPT-1 & 2
2" DRAIN
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2" FILTER
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2" TO PRESSURE
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PROVIDE HOOK ON PIPE SUPPORT
6"
PS-6
PS-8
8"
PS-8
8"
PS-8
8"
PS-8
8"
6"6"6"6"
PS-23
2" PCV
PS-22
4"
PS-21
6"
6"X4" REDUCER
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8"
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PS-9
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2"
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2" SS FROM PRODUCT
EEWS
CS
SS
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10"X12"
PS-15
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8" CS FROM HHT
CS
SS
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M-301
D1
M-302
A1
M-302
D1
M-303
10 X 12 INCREASER
ELECTRIC PUMP
AG LPD BELOW
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SS
CS
SS
CS
SS
CS
SS
CS
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ROOM
PUMP ROOM
A
B
C
D
MECHANICAL
ROOM
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SCALE: 1/4" = 1' - 0"
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50 GPM
(FTP-1)
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12"
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MAV CV-2
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2"
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SEE DETAIL "J" SHEET M-501
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PRESS INDICATING
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SEE DETAIL "A" & "H",
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DROPS BELOW 95% FILL LEVEL
LEVEL; OPENS AS LEVEL
OV-1 CLOSES AT 95% FILL
RELIEF VALVES
PUMPS, HEADERS, STRAINER, AND
DRAIN FROM FILTER SEPARATORS,
N.O.
FV-1
N.O.
6"
N.O.
N.O.
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0-300
S
BPCV-1
4"
12"
2"
10"
PCV-1
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2"
MAV
12"
TYP.
1" VALVE
1"
CV-3 CV-4 CV-5
1" 12"
MANIFOLD (TYP.)
2 VALVE STAINLESS STEEL
" TUBING & FITTINGS2
(TYP.)
BLEED
VENT (TYP.)
12" MAV BLOCK VALVE (TYP.)
5 VALVE STAINLESS STEEL
SHEET M-501
"B" & "H"
SEE DETAILS
VENTURI
10" ISSUE
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2"
MAV
2"
N.C.
N.O.
IF
1"
% - 3%2
1SLOPE DOWN 1
MAV
IF
F S
C V -1
F S
C V -2
F S
C V -3
F S
C V -4
F S
C V -5
12"
MAVFSI-1
600 GPM
IF
IF
PSIG
0-300
S S S S S
MAV
1"
0-100 PSIG
S
200 PSIG
PIT
PSIG
PG
1" 1" 1"
PSIG
2"SURGE TANK
2"
PUMP
JOCKEY
2"
1. SEE SHEET M-001 FOR NOTES, LEGEND
NOTES:
LEAK DETECTION MONITOR
MANWAY
LADDER
PRESSURE RESERVOIR
SAMPLING & GAUGING HATCH
VENT
2"
12"
6"
2"
1"
6" 6" 6"
2" 2"
2"
1"
12"12"
2"
1"
12"12"
1"
12"12"
1" 1" 1" 1"
6"
12"
2"
1"
N.O.N.O.N.O.N.O.
N.O. N.O. N.O. N.O. N.O.
FSI-5
600 GPM
FSI-4
600 GPM
FSI-3
600 GPM
FSI-2
600 GPM
FP-5
GPM
PSIG
0-300
1"
6"
1"
N.O.
N.O.
16"
8" N.O.
FP-4
GPM
PSIG
0-300
1"
6"
1"
N.O. 12"
"2
16"
8" N.O.
FP-3
GPM
PSIG
0-300
1"
6"
1"
N.O. 12"
"2
16"
8" N.O.
FP-2
GPM
PSIG
0-300
1"
6"
1"
N.O. 12"
"2
16"
8" N.O.
FP-1
GPM
PSIG
0-300
1"
6"
1"
N.O.
"2
MAV MAV MAV MAV
1"
16"
IF
2" 2" 2" 2"
2"
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8"
N.O.
8"
2"
1"
8"
1"
1"
N.O.
IF
OPERATING TANK NO. 1
8" RECEIPT
16" ISSUE
OPERATING TANK NO. 2
MANUAL TESTER
FLOAT SWITCH W/
16"
(TYP.)
JOINT
BALL
FLEXIBLE
8" RECEIPT
RECOVERY PUMP
PRODUCT
AND AT 15% FILL LEVEL.
SOUNDS ALARM AT 95% FILL LEVEL
STOPS PUMP AT 20% FILL LEVEL.
STARTS PUMP AT 70% FILL LEVEL.
AND STOPS FUEL TRANSFER PUMP.
FLOAT SWITCH ASSEMBLY - STARTS
2"
2"
12"
12"
2" FILL
HOSE (TYP)
1"
1"
N.C.
MAV
1"
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F S
C V -7
1"
8"
2"
1"
8"
1"
1"
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N.O. N.O.
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FSR-2
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2"
12" N.C.
MAV
8"
8"
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TO EXISTING
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2"
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2" FILL
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FLOW DIAGRAM
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EXISTING
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IF
4"
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IF
NC
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LPD
LPD
LPDLPD
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MAV
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2 3 4 5 6 7 8 9 10
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US Army Corps
U .S
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FP-3
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FP-4
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I12
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FSI-3
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FSCV-2
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FSI-1
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CONNECT TO EXISTING
ADDING DBB PLUG VALVES IN A PIT
CONNECT TO EXISTING LOOP PIPING
ASSEMBLY
FLOW SWITCH
INDICATOR
LIQUID LEVEL
RESERVOIR
PRESSURE
MANWAY
FTP-1
IF
OV-1
IF
VENT
POINT
WATER DRAW-OFF
POINT
SAMPLE RETURN
AND CAP
FILL POINT
GAUGING POINT
SAMPLING AND
TANK
PRODUCT RECOVERY
MONITOR
LEAK DETECTION
ELECTRIC PUMP
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IF
8" HHT RETURN
12" ISSUE
12" RETURN
B1
ISOMETRIC DIAGRAM
SCALE: NTS
DRAIN PIT
POINT
LOW
8" HHT SUPPLY
(NORMALLY CLOSED)
VALVE TO REMAIN
EXISITING PIT WITH PLUG
ISSUE
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I61
M-202
M-204
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US Army Corps
U .S
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0 2' 4'1'
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IS
S
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M 60" MIN.
40" MIN.
MIN.
20"
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12" FROM ISSUE
PS-23 (BEHIND)
RECOVERY
PRODUCT
2" DRAIN TO
LOOP
HYDRANT
12" TO
(EXTERIOR)
VALVE
12" PLUG
CONNECTION
8" CROSS
1"
DRAIN
2"
N.C.
MAV
PS-24 (BEHIND)
PS-22
8"
REDUCER
8" X 4"
SENSING LINE
PCV-1 PRESSURE
2" PCV-1
N.O.
N.O. BALL VALVE
4" FULL PORT
4"
2"
D/FV-1
N.O.
4" RETURN VENTURI
MAV
N.O.
RED.
6"x4"
MIN.
8"
CONNECTION
SAMPLE
PS-20
BALL VALVE
4" FULL PORT
N.O.
BPCV-1
6"
PS-21
2"
RED.
8"x6"
8"
PS-19
(TYP.) SEE DETAIL E7, SHEET M-501.
DIFFERENTIAL PRESSURE TRANSMITTER
2" PIPE STAND (TYP.)
PIT 3
LOOP
12" FROM HYDRANT
M A
T C
H L
IN
E A -A T
H
IS
S
H E
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2"
8"
AROUND PLUG VALVE (TYP)
WITH RELIEF VALVE
VALVE (EXTERIOR)
DBB PLUG
1"
CLARITY)
SHOWN FOR
(WALL NOT
GROUND INTERFACE (TYP)
PIPE COATING AT AIR-TO-
PROVIDE WRAP AROUND
8" FROM HHT
4"
\\nwofpcadd01\AEC_WS_001\EL84\40000 Design Products\CAD_BIM\_Sheets\EL84M-301.dwg
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M -3
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US Army Corps
U .S
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M -6
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SERVICETAG FLUID GPM
SIZE
INLET
SIZE
OUTLET
HEAD
HP
MOTOR DATA
LOCATION
FP-1
FP-2
FP-3
FP-5
FP-4
ISSUE PUMP
ISSUE PUMP
ISSUE PUMP
ISSUE PUMP
ISSUE PUMP
API PUMP F-24 600
4"
4"
4"
4"
4"
3"
3"
3"
3"
3"
585 125
PUMPHOUSE
PUMPHOUSE
TYPE
FUEL PUMP SCHEDULE
PUMPHOUSE
PUMPHOUSE
PUMPHOUSE
JOCKEY
FTP-1
BOWSER
ELECTRIC
FTP-2 PUMP, FILTER BUILDING
FUEL TRANSFER FROM F/S TO PRT
WATER REMOVAL PRT
FUEL TRANSFER PUMP
JOCKEY PUMP VERTICAL TURBINE
API VERTICAL TURBINE
POSITIVE DISPLACEMENT
POSITIVE DISPLACEMENT
POSITIVE DISPLACEMENT
1 1/4"
N/A
1 1/4"
1 1/4"
1 1/4" 1 1/4"
1 1/4"
1 1/4"
3"
1 1/4" 585
200 1
0.5
0.5
5 PUMPHOUSE
PRT, PUMPHOUSE
PRT, PUMPHOUSE
PUMPHOUSE
PRT, FILTER BUILDING
API PUMP
API PUMP
API PUMP
API PUMP
F-24
F-24
F-24
F-24
F-24
F-24
F-24
F-24
F-24
S
H E
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IS
S U
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A W A
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J U
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J U
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3 3
3 4
C30C30
LS1LS3LS5LS7
LS2LS4LS6LS8
JJ C33
J15C34 J16
C34 C35
C36
C36
UF
M
PC-27,29,31
M
PC-1,3,5
EPDS-12
EPDS-13
XFMER T-3
PANEL PD
PANEL PC
FIRE ALARM PANELS
PD-13
GFIGFI
GFIGFI HH
WPWP
H H
WP
WP
20A
20A
WATER HEATER (EWH-2)
PD-12
PD-11
M
PD-23
PC-6,8
(ON ROOF)
EF-4
PC-19,21,23
PC-22
PC-33,35,37
M
UH-8
UH-7
UH-6
M
PD-14
(NOTE 8)
FTP-2
WPWP
WPWP
J
J21
J J20
PCP
REMOTE PANEL
(SEE EI505)
BY UNDERGROUND DUCTBANK
EF-5
C46
C46
R32
R32
R32
R33
SH
EX
EX
C47
NOTE 3
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US Army Corps
U .S
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\\nwofpcadd01\AEC_WS_001\EL84\40000 Design Products\CAD_BIM\_Sheets\EL84EP102.dwg
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E
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M
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R W
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IN
EP102
0 4' 8'2'C1
FILTER BUILDING POWER PLAN
SCALE: 1/4" = 1' - 0"
H
H
S
J
R1, C1, J1
T
EPDS
S
HA
DPT
PIT
SUPPLEMENTAL LEGEND:
VIBRATING HORN, 100dB AT 10 FEET
SOUND DISTINCT FROM VIBRATING HORN.
RESONATING HORN, 100 dB AT 10 FEET WITH
MOMENTARY CONTACT, MOUNT AT 6' AFF.
JUMBO MUSHROOM PUSHBUTTION STATION, 1-NC
PRESSURE INDICATING TRANSMITTER
DIFFERENTIAL PRESSURE TRANSMITTER
SOLENOID OPERATOR ON VALVE
FLEXIBLE CONDUIT
JUNCTION BOX OR CONDULET PER N.E.C.
TELEPHONE SYSTEM BELL/STROBE LIGHT
RUN LIGHT. SEE NOTE 7.
KEYED HAND-AUTO SELECTOR SWITCH AND
EMERGENCY POWER DOWN STATION
PRESSURE SENSOR
PS
FLOW SWITCH
CONDUIT AND CABLE SCHEDULES ON SHEET EP603
POWER, CONTROL, JUNCTION BOX LABELS PER
8. FTP-2 MANUALLY CONTROL WITH LOCAL SWITCH.
KEYED HOA SWITCH IN THE MCC. SEE SHEET EP601.
7. KEYED HAND-AUTO SWITCH WILL BE KEYED ALIKE WITH THE CORRESPONDING
OR ENCLOSURE SHALL BE GROUNDED USING A GROUNDED BUSHING.
6. ALL METALLIC CONDUITS THAT ARE NOT ATTACHED TO A GROUNDED PANEL
LISTED ABOVE.
ENCLOSURE. UNION SHALL BE RATED FOR THE HAZARDOUS CLASSIFICATION
EXPLOSION PROOF UNION AT OR NEAR THE CONDUIT ENTRANCE TO THE
THIS MAY BE ACCOMPLISHED BY THE INSTALLATION OF AN APPROPRIATE
WITHOUT THE TURNING OR REMOVAL OF CONDUIT IN HAZARDOUS LOCATIONS.
5. A MEANS SHALL BE PROVIDED FOR THE FUTURE REMOVAL OF EQUIPMENT
4. CONDUIT AND CABLE SCHEDULE IS LOCATED ON SHEET EP606.
WATTS WITH INTEGRAL THERMOSTAT.
3. CONNECTION FOR EYE WASH/SHOWER AND HOSE BIB HEAT TAPE. 500
IN THE INTERIOR OF THE ELECTRICAL ROOM PER NEC 501.15.
FLOOR SHALL HAVE EXPLOSION PROOF SEALING FITTINGS INSTALLED
HAZARDOUS AREA AND PENETRATING ELECTRICAL ROOM WALLS, ROOF, OR
2. EACH CONDUIT ORIGINATING IN OR PASSING THROUGH OR UNDER A
HAZARDOUS AREA CLASSIFICATION.
SPECIFICALLY APPROVED BY UL OR FACTORY MUTUAL FOR THE ABOVE
EQUIPMENT INSTALLED WITHIN THE HAZARDOUS AREA SHALL BE
DIVISION 1 GROUP D (3) HAZARDOUS LOCATION. ALL ELECTRICAL
VOLUME INSIDE THE ELECTRICAL ROOM, SHALL BE CONSIDERED A CLASS 1,
1. THE ENTIRE VOLUME OF THE FILTER BUILDING EXCEPT THE
NOTES;
WATER SENSOR
LIMIT OR LEVEL SWITCH
S H
E E
T R
E
IS
S U
E D I
A W A
M N
D T
TB-1-OUT
AUTO PUMP
START/DISABLE
FP-1 CONTROL
CIRCUIT
FP-2 CONTROL
CIRCUIT
FP-3 CONTROL
CIRCUIT
FP-4 CONTROL
CIRCUIT
TB-2-OUT
BACKPRESSURE
SOLENOID A
DEFUEL/FLUSH
SOLENOID B
DEFUEL/FLUSH
SOLENOID A
PRESSURE
CONTROL
SOLENOID A
MISCELLANEOUS
120VAC
SYSTEM-1
DISCRETE
OUTPUT
MODULE
SYSTEM-2
DISCRETE
OUTPUT
MODULE
SYSTEM-1
ISOLATED
DISCRETE
OUTPUT
MODULE
SYSTEM-2
ISOLATED
DISCRETE
OUTPUT
MODULE
NONREDUNDANT
120V UPS
E-STOP
E-STOP
RESET
TB-3-OUT
ALARM
ANNUNCIATOR
EXTERIOR
VIBRATING HORN
EXTERIOR
RESONATING HORN
ALARM
ANNUNCIATOR
MISCELLANEOUS
Non-Redundent
EMERGENCY
STOP
CIRCUITS
IN MCC
EXTERIOR
RESONATING HORN
EXTERIOR
VIBRATING HORN
MOV 1
OPEN
CONTROL
MOV 1
CLOSE
CONTROL
SPARE
BACKPRESSURE
SOLENOID B
PRESSURE
CONTROL
SOLENOID B
OPEN
CONTROL
CLOSE
CONTROL
MOV 2
MOV 2
OPEN
CONTROL
CLOSE
CONTROL
MOV 3
MOV 3
OPEN
CONTROL
CLOSE
CONTROL
MOV 4
MOV 4
Non-redundent
PUMP STATUS
TB-1-IN
TYPICAL TERMINAL BLOCK NAMEPLATE
COMPUTER, HORNS, ETC.
CONNECTIONS TO ANNUNCIATOR, GRAPHICS PANEL, PERSONAL
MANUFACTURER MAY REQUIRE SEVERAL MORE TERMINAL BLOCKS FOR
CONNECTIONS TO FIELD DEVICES ONLY. THE PUMP CONTROL PANEL
THESE TERMINAL BLOCK CONNECTIONS ARE INTENDED TO SHOW
NOTE:
SHALL BE 1/8 " HEIGHT. SEE THIS SHEET FOR FULL TEXT.
FIRST LINE OF TEXT SHALL BE 1/4 " HEIGHT AND THE SECOND AND/OR THIRD LINES
FP-5 CONTROL
CIRCUIT
JP-1 CONTROL
CIRCUIT
SYSTEM-1
ISOLATED
DISCRETE
OUTPUT
MODULE
SYSTEM-2
ISOLATED
DISCRETE
OUTPUT
MODULE
MISCELLANEOUS
Non-redundent
TB-1-OUT
CONTINUED
ALARM TO FB
TANK 1 HIGH-HIGH
ALARM TO FB
TANK 1 HIGH
ALARM TO FB
TANK 1 LOW
ALARM TO FB
TANK 1 LOW-LOW
ALARM TO FB
TANK 2 HIGH-HIGH
ALARM TO FB
TANK 2 HIGH
ALARM TO FB
TANK 2 LOW
ALARM TO FB
TANK 2 LOW-LOW
ALARM TO FB
FB PRT HIGH
ALARM TO FB
FS-1 WATER
ALARM TO FB
FS-2 WATER
ALARM TO FB
FB EM SHOWER
FB EXTERIOR
VIBRATING HORN
FB EXTERIOR
RESONATING HORN
FB EXTERIOR
RESONATING HORN
FB EXTERIOR
VIBRATING HORN
FB ALARM
ANNUNCIATOR
FB ALARM
ANNUNCIATOR
T O F
IL
T E
R B
U
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D
IN
G
T O F
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R B
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G T
O F
IL
T E
R B
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IL
D
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G
T O F
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T E
R B
U
IL
D
IN
G
ALARM TO FB
FB PRT HIGH
ALARM TO FB
FB EM SHOWER
S O
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2 3 4 5 6 7 8 9 10
F
E
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US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
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E E
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FUEL PUMP-1 FUEL PUMP-2 FUEL PUMP-3
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F L
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S T
A R
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A B
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PLC IN PCP
SYSTEM-2
PLC IN PCP
SYSTEM-1
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SYSTEM-2 PLC
PLC IN PCP
SYSTEM-1
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PUMP CONTROL
VALVE
OUTLET
NUMBER 1
OPERATING TANK
VALVE
OUTLET
NUMBER 2
OPERATING TANK
TANK
RECOVERY
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STORAGE
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DI DI DIDI
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DODO
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2A
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1A
LR
1A
LG
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HS
MC
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2B
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1B
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3A
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2A
HS
HA
1A
FS1
LSHH
LSL
LSH
LSL
ZS
LSHH
DIDI DIDI
P R
E S
S U
R E
AI
PS
VALVE
I34
VALVE
R10
VALVE
I35
VALVE
R11
I3
O S
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O S
E D
E N
E N
E N
O S
E D
E N
O S
E D
R
E N
R
O S
E D
R
E N
R
O S
E D
DI DI DI DI DI DI
DIDIDIDIDIDI
R
E N
R
O S
E D
R
E N
R
O S
E D
DI DI
DIDI
O P
E N
O P
E N
DI
O P
E N
O P
E N
DI
I2
O S
E
O S
E
E
E
I1
E
O S
E
E
O S
E D
DI DI DI DI
DIDIDIDI
VALVE
INLET
VALVE
INLET
LSLL
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
DI DI
DIDI
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
L O
W
DI DI
DIDI
LSLL
R E
C E
IP
IG
W
T E
R R
E C
E
T E
R
R E
C E
T E
R
R E
C E
T E
R
LEVEL
WATER
HIGH
LEVEL
WATER
HIGH
H
IG
H
H
IG
H
DI DI
H
IG
H
H
IG
H
DIDI
VALVE (OV)
OVERFILL
DI DI
DIDI
PRODUCT RECOVERY TANK
FROM PUMPHOUSE
BUILDING
REMOTE FILTER
S O
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IS
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SHEET ID
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®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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R S
O M
A H
A D
IS
T R
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| AM-0004 REVISED AND REISSUED AND NEW DRAWINGS - HYRDANT FUEL SYSTEM REPLACEMENT, DESC1913, ELLSWORTH AFB, SOUTH DAKOTA | |
| GENERAL | |
| G-002 | INDEX - (1 OF 2) |
| SITE/CIVIL | |
| CG103 | GRADING PLAN - AREA 3 |
| CG303 | DRAINAGE PROFILES - TANK AREA - New Sheet |
| CG501 | GRADING AND DRAINAGE DETAILS - SHEET 1 OF 4 |
| CG502 | GRADING AND DRAINAGE DETAILS - SHEET 2 OF 4 |
| CP504 | ROADWAY PAVEMENT DETAILS - New Sheet |
| CP505 | PAVEMENT SECTION DETAILS - New Sheet |
| MECHANICAL SITE | |
| MS101 | MECHANICAL SITE PLAN AREA 1 |
| MS102 | MECHANICAL SITE PLAN AREA 2 |
| MS204 | HYDRANT LOOP RETURN PIPING PLANS AND PROFILES SHEET 1 OF 4 |
| MS205 | HYDRANT LOOP RETURN PIPING PLANS AND PROFILES SHEET 2 OF 4 |
| MS206 | HYDRANT LOOP RETURN PIPING PLANS AND PROFILES SHEET 3 OF 4 |
| MS207 | HYDRANT LOOP RETURN PIPING PLANS AND PROFILES SHEET 4 OF 4 |
| PUMPHOUSE & FILTER BUILDING | |
| MECHANICAL | |
| M-101 | PUMPHOUSE PIPING PLAN |
| M-201 | FLOW DIAGRAM |
| M-203 | ISOMETRIC DIAGRAM SHEET 2 OF 3 |
| M-301 | PUMPHOUSE SECTIONS SHEET 1 OF 3 |
| M-601 | FUEL SYSTEM SCHEDULES |
| ELECTRICAL | |
| EP102 | FILTER BUILDING POWER PLAN |
| EP606 | SCHEDULE SHEET 2 |
| EI504 | TERMINAL BLOCK CONNECTIONS (FOR FIELD DEVICES) SHEET 2 |
| EI602 | CONTROL SYSTEM I/O SHEET 1 |
| EI604 | CONTROL SYSTEM I/O SHEET 3 |
File details come from the government source that posted it. Updated .