Appendix_1-Revised-Drawings-Am-0009.PDF
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- DESC1802 Replace POL Facilities Hill AFB, UT
- Solicitation number
- W91238-18-R-0020
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Attachment 28 - Revised Drawings 6
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12"
6"
C L
R
T Y
P3"
C L
R
T Y
P
#4 @ 8"
EACH WAY
#4 @ 8"
9"
GUIDE BRACKET
BLACK STEEL PIPE
2" SCHEDULE 40
SECTION X
NO SCALE
2" SUMP
WATERSTOP (TYP)
6" ELASTOMERIC
STANDARD STEEL PIPE
" DIA. GALVANIZED2
MAXIMUM SPACING
POSTS @ 8'-0" O.C.
VARIES
GRADE
NO SCALE
ELEVATION
PLAN
4" LONG
EXPANSION ANCHORS
" GALVANIZED2
4 1/2"
NO SCALE
BASE PLATE DETAIL
PLATE
BASE
HANDRAIL DETAILS
HANDRAIL SECTION
9"
DIPPED GALVANIZED AFTER FABRICATION.
1. PIPE HANDRAIL, POSTS AND BASE PLATE SHALL BE HOT
NOTES:
"4
" DRAIN HOLE (TYP)8
" GALV. PLATE8
" HOLES16
"2
"8 51 "8
51 "8 11"8
CLOTH SCREEN
GALV. HARDWARE
THE WIRE CLOTH AT THE VERTICAL WALL.
GALV. STEEL ANGLE SHALL BE PROVIDED TO SUPPORT
STAND PIPE TO ALLOW FOR EASY REMOVAL. A 1.5" x 1/4"
NOTE: HARDWARE CLOTH SCREEN SHALL BE SLOTTED FOR THE
WALL OF STRUCTURE
BELL CAST IN PLACE
FLOW
INVERT ELEV.
PLUG VALVE
ATTACH TO
SUMP
2"
OUTFALL DETAIL
NO SCALE
CONTAINMENT DRAIN VALVE DETAIL
W/ 4x4 W2.9xW2.9 WWF
4'x4'x4" CONC PAD
ECCENTRIC PLUG VALVE
NO SCALE
XX X X X X X X X X X X
ACTUATOR BOX WITH HANDWHEEL SHALL BE LOCKABLE.
AND BE RESISTANT TO HYDROCARBONS (NITRILE RUBBER SEALS). GEAR
NOTE: 100% PORT ECCENTRIC PLUG VALVE SHALL CONFORM TO AWWA C517
EXTENDED BONNET (SEALED)
COVER
BODY (SEALED)
DIRECTREVERSE
SEATED END
PRESSUREPRESSURE
GEAR ACTUATOR
INDICATOR
HANDWHEEL
EJ
3" MIN EMBEDMENT
PROJECTION
4" MIN / 6" MAX
12" MIN TREAD WIDTH
NO SCALE
HANDRAIL ELEVATION AT OPENING FOR STEPS
12 INCHES AND MAXIMUM OF 16 INCHES.
BASIN WALL. STEPS SHALL BE ALIGNED VERTICALLY AND EVENLY SPACED AT A MINIMUM OF
HIGHEST STEP SHALL BE LOCATED NOT MORE THAN 12 INCHES BELOW THE TOP OF THE
3. LOWEST STEP SHALL BE LOCATED NOT MORE THAN 12 INCHES ABOVE THE BASIN FLOOR.
JET FUEL.
2. POLYPROPYLENE COMPOSITE STEPS SHALL NOT BE USED DUE POSSIBLE EXPOSURE TO
ABOVE.
OSHA REQUIREMENTS FOR MANHOLE STEPS, AS WELL AS THE REQUIREMENTS INDICATED
1. STEPS SHALL BE A STANDARD MANUFACTURER'S PRODUCT MEETING ASTM C 478 AND
NOTES:
TEXTURED TREAD
SIDE GUARD
X
TYPICAL CONTAINMENT BASIN PLAN
NO SCALE
FLOW
FLOW
S L O P E
S L O P E
SLOPE
6" DIP DRAINLINE
HANDRAILING
12"x12"x2" SUMP
2" STANDPIPE
W/ FLOORSTAND
6" PLUG VALVE
DRAINLINE
6" OUTFALL
STEPS
MALE END W/ CAP
COUPLING. PROVIDE
2" DISCONNECT
3/4" CHAMFER (TYP)
STEEL PIPE
1 1/2" DIA. GALV.
8'-0" O.C. MAXIMUM
HANDRAIL POSTS @
BOTH ENDS, (TYP.)
SNAP HOOKS @
SAFETY CHAIN W/
ROUND EDGE
2'-0"
1/4"
1/4"
CONFINED SPACE SIGN
BASE COURSE UNDER BASIN
COMPACTED (95%) AGGREGATE
OVEREXCAVATE 1' AND INSTALL
CLASS B LAP SPLICE (TYP.)
SEE CORNER DETAIL
NO SCALE
CORNER DETAIL
#4 @ 8" O.C. EACH WAY
#4 CORNER BAR @ 8" O.C.
9"
10"
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12. SEE UFGS 33 56 13.13 FOR ADDITIONAL REQUIREMENTS.
DEFINED BY API 653 OCCUR ON THE TANKS.
11. HYDROSTATIC TEST WILL BE REQUIRED IF ANY MAJOR ALTERATIONS OR REPAIRS AS
10.PROVIDE INTERIOR AND EXTERIOR REPAIRED COATINGS PER UFGS 33 56 13.13.
REQUIREMENTS OF API 650 & 653.
9.INSERT AND PATCH PLATES FOR REMOVED NOZZLES SHALL BE IN ACCORDANCE WITH
CONSTRUCTION OF ACCESS OPENINGS IN THE TANK SHELL.
8.THE CONTRACTOR IS RESPONSIBLE FOR ANY REINFORCEMENT NECESSARY FOR
ALTERATIONS.
SHORING NECESSARY TO PROTECT THE STRUCTURAL INTEGRITY OF THE TANK DURING
7.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY TEMPORARY BRACING OR
CONSTRUCTION.
INFORMATION GIVEN IN THE CONTRACT DRAWINGS WHICH WOULD AFFECT THE NEW
CONTRACTING OFFICER FOR REVIEW AND APPROVAL, ANY DEVIATIONS FROM THE
DIMENSIONS AND LOCATIONS OF ISSUE AND RECEIPT NOZZLES, AND SUBMIT TO THE
6.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING TANK
078-24-27 TO ACCOUNT FOR ANY ADJUSTMENTS OF THE FLOATING PAN.
5. CONTRACTOR SHALL ADJUST LOW AND LOW-LOW ALARMS IAW DOD AST STANDARD AW
NOZZLE INTERIOR FLANGE BY MINIMUM OF 6".
PAN IF NECESSARY SO THE BOTTOM OF THE FLOATING PAN CLEARS THE LARGEST TANK
4.CONTRACTOR SHALL VERIFY AND ADJUST THE LOW LEG POSITION OF THE FLOATING
- PROVIDE WATER DRAW-OFF SYSTEM AND PIPING. SEE DETAIL A1 ON SHEET M-507
-REPLACE 3" LOW SUCTION LINE WITH 4" (EXCEPT TANK 10885);
-REPLACE 8" ISSUE PIPING AND NOZZLES WITH 12"
TANKS 10873, 10885
- PROVIDE WATER DRAW-OFF SYSTEM AND PIPING. SEE DETAIL A1 ON SHEET M-507
-REPLACE 3" LOW SUCTION LINE WITH 4" (EXCEPT TANK 10882);
-REPLACE 6" RECEIPT PIPING AND NOZZLES WITH 8"
-REPLACE 6" ISSUE PIPING AND NOZZLES WITH 12"
TANKS 10861, 10862, 10882
XD103. NO TANK PLANS ARE PROVIDED FOR TANKS 10873 & 10885.
AND OTHER INFORMATION ON SHEETS MS103, MS104, MS106, & MS107, XD101, XD102, &
3.COORDINATE REMOVAL AND ALTERATIONS WITH THE CONSTRUCTION PHASING PLAN
HAS BEGUN.
CONTRACTING OFFICER FOR REVIEW AND APPROVAL BEFORE ALTERATION OF THE TANK
RESPONSIBLE FOR SUBMITTING ANY DEVIATIONS FROM THIS REQUIREMENT TO THE
ARRANGEMENT APPURTENANCES, AND FITTINGS. THE CONTRACTOR SHALL BE
2.SEE MECHANICAL AND CIVIL SITE PLANS FOR THE ORIENTATION OF THE TANKS,
RECONSTRUCTION".
TANKS FOR OIL STORAGE," AND API 653 - "TANK INSPECTION, REPAIR, ALTERATION, AND
WITH FIXED ROOFS", AMERICAN PETROLEUM INSTITUTE (API) STANDARD 650 - "WELDED
THE DOD STANDARD DESIGN AW 78-24-27-"ABOVEGROUND VERTICAL STEEL FUEL TANKS
REPAIRS AND ALTERATIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF
1.EXCEPT AS SHOWN OR MODIFIED HEREIN OR IN THE CONTRACT SPECIFICATIONS, TANK
A. GENERAL NOTES:
NOTE: MOUNT THERMAL RELIEF VALVES VERTICAL.
SS SS
CS CS
FUEL LINE SHELL NOZZLE
CONNECTION (TYP)
1" WELDING BRANCH
(TYP OF 2)
W/LOCKABLE HANDLE
1" BALL VALVE
1" BLIND FLANGE
VALVE
1" THERMAL RELIEF
1" TEE
1" WNF (TYP)
1" PIPE (TYP)
THE TANK SIDE
RELIEF DIRECTION SHALL BE TO
AND OTHER INTERNAL APPURTENANCES BY 6 INCHES AT LOW LEG LEVEL.
2.FLOATING PAN SHALL CLEAR HIGHEST POINT OF FLANGE ON ANY NOZZLE
BOTTOM.
1.LOCATE MITER JOINT SO AS TO PROVIDE SLOPE OF PIPE PARALLEL TO TANK
NOTES:
SEE NOTE 1
3'-0"
C8
SUPPORT (TYP)
INTERIOR PIPE
E8
TRV
M-506
C7
CONNECTOR
FUEL SAMPLE
A8
PENETRATION
SHELL 1/2 OF TANK RADIUS
PIPE
SHORT RADIUS ELBOW
TANK BOTTOM
WNF (TYP)
FLOATING PAN
MITER JOINT
ANTI-VORTEX PLATE
" THICK 4
1ROUND x
2 TIMES PIPE DIAMETER
TYP
V A
R
IE
S
VARIES
TEFLON COAT U-BOLTS
(TYP)
WASHER
SERVICE
SCHEDULE FOR SIZE AND
PIPE, SEE NOZZLE/EQUIPMENT
FILL DIFFUSER)
PIPE (NOT REQUIRED ON
NUT AND LEAVE LOOSE ON
" SS U-BOLT, DOUBLE 8
" (TYP)4
1L 3"x3"x
STEEL WITH NUTS & WASHER
" BOLTS, STAINLESS2
1(2)
SUPPORTS EVERY 8'-0" FOR LARGER SIZE PIPES.
PROVIDE INTERNAL PIPE SUPPORTS EVERY 6'-0" FOR PIPES 4" AND SMALLER. PROVIDE INTERNAL PIPE
NOTE:
" (TYP)4
1L 3"x3"x
" WIDE x VARIES2 1x 10
" THICK BASE PLATE 4
(TYP)
VERTICAL L
LONG,
SLOTS, 3"
DOUBLE
CLR4
4" TYP
TYP
1/4
(M
IN
C L
R
X-001
TANK SHELL
WNF (TYP)
TANK BOTTOM
EXISTING SUMP
NOMINAL WITH 2" PLATE FLANGE
NOZZLES SMALLER THAN 2"
PROVIDE WATER DRAW-OFF
NOMINAL
ALL NOZZLES LARGER THAN 2"
PROVIDE REINFORCING PLATE ON
SLOPE OF TANK BOTTOM
SLOPE OF INTERNAL PIPING TO PARALLEL
MITER PIPE AT FLANGE JOINT TO ALLOW SUPPORT
INTERIOR PIPE
CLARITY.
FLOATING PAN NOT SHOWN FOR
NOTE:
/1
(T
A N
K
/1
(T
A N
K S
/2 (T
A N
K S
NEW DBB VALVE
4" LOW SUCTION LINE
(ALL TANKS)
DOD STD DESIGN AW 78-24-27
CONNECT TO ISSUE LINE PER
T O M
A T
C H I S
S U
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IN
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L E
V A
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TANK DIMENSIONS
TANK NO. DIAMETERHEIGHT
40'-0"
40'-0"
50'-3"
52'-0"
10861 42'-6"
10862 52'-0"
10873 63'-0"
10882 52'-3" 93'-0"
10885 93'-0"
N O
T E
S
ELEVATION
TEST DRAIN IS NEVER LOWER THAN AS INDICATED AND TEST VENT IS NEVER HIGHER THAN AS INDICATED.
3. FOR TANKS WITH FLOATING PAN, LOW AND LOW-LOW ALARM SHELL NOZZLES WILL BE HIGHER. ENSURE
2. EQUIPMENT, PIPE, FITTINGS, CHAMBER AND VALVES SHALL BE STAINLESS STEEL.
1. MAY BE INCREASED FOR LARGER SPACING BETWEEN LLS AND LLLS SET POINTS.
NOTES:
TANK SHELL
LLS
SET POINT
SET POINT
LLLS
2" NPT MOUNTING THREAD (TYP)
SENSOR HOLDER/JUNCTION BOX W/
TEST VENT
1" BALL VALVE (TYP)
NOZZLE (TYP)
LOW & LOW-LOW LEVEL ALARM
STORAGE TANK (TYP)
1" FLANGED CONNECTION TO
SHELL JOINT
TANK FLOOR TO
(TYP)
1" THREADED CAP
TANK FOUNDATION APRON
PLATFORM
FINISH GRADE OR TOP OF
(SEE NOTE 3)
WITHOUT FLOATING PAN
1'-6" (MIN) FOR TANK
CHAMBER (TYP)
4" LEVEL SENSOR
RINGWALL
TOP OF TEST DRAIN
(TYP OF 2)
SUPPORT
/2 ±1 (S
E E N
O T
E
M A
X (S
E E N
O T
E
ELEVATION
PLAN
NOZZLE
SIZE OF
"A" "h" X "H"
8 12 8X14
TABLE 2
A8
SHELL PENETRATION
M-506
C7
CONNECTOR
FUEL SAMPLE
E8
TRV
C8
OF 2)
INTERIOR PIPE SUPPORT (TYP
SLOPE
DISCHARGE
FUEL
S E
E N
O T
E
"h
3'-0"
60°
"A
'-0
" T
YP
"H
WNF (TYP)
TANK SHELL
FLOATING PAN
MITER
TANK BOTTOM
TANK SHELL
PIPE
TRANSITION
ROUND TO OVAL
OVAL PIPE DIFFUSER
THE TANK DOES NOT ENCOUNTER OTHER APPURTENAANCES FOR AT LEAST 180 DEGREES.
2. DIFFUSER MAY BE PROVIDED OPPOSITE-HAND FROM THAT SHOWN. HOWEVER, THE GENERAL ARRANGEMENT SHALL BE SUCH THAT THE FLOW INTO
A 12" NOZZLE IS SHOWN. FOR OTHER SIZES, SEE TABLE 2.
1. FLOATING PAN SHALL CLEAR HIGHEST POINT OF FLANGE ON ANY NOZZLE AND OTHER INTERNAL APPURTENANCES BY 6 INCHES AT LOW LEG LEVEL.
NOTES:
/2 (T
A N
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/1
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A5
LOW SUCTION LINE
SCALE: NONE A8
SHELL PENETRATION
SCALE: 3/4" = 1'-0"
C8
INTERIOR PIPE SUPPORT
SCALE: 1-1/2" = 1'-0"
E8
THERMAL RELIEF VALVE (TRV)
SCALE: NONE
C4
ISSUE NOZZLE
SCALE: 1/2" = 1'-0"
A1
LOW & LOW-LOW LEVEL SWITCHES
SCALE: 1" = 1'-0"
D1
FILL NOZZLE
SCALE:
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REQUIRED IN NFPA 70 ARTICLE 504.
2. ALL REQUIRED INTRINSICALLY SAFE CIRCUITS TO BE INSTALLED AS
WITH SOUND DISTINCT FROM VIBRATING HORN.
1. VIBRATING HORN, 100dB AT 10 FEET & RESONATING HORN, 100 dB AT 10 FEET
KEYNOTES:
0 4' 8'2'
N
B1
PUMPHOUSE CONTROL PLAN
SCALE: 1/4" = 1' - 0"
PA
MDS
PUMP ROOM
CONTROL ROOM
MECHANICAL ROOM
PA
T-2
DESK
PB
PNLS
ALARM
FIRE
EPDS-2
EPDS-4
EPDS-1
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SEE SHEET
FCP
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PROT. TERMINAL
PIPELINES CTH.
PROT. RECTIFIER
PIPELINES CATH.
BACKBOARD
ATG
PCP
J
J J J J1 J2 J3
J5
J J J4 J6
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J
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C31
J18
J C40
UF
PCP
C1
C2
C3
C4
C5
C6
C7
C8
C9
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C10
C11
C12
PS
UF
UF
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C22
PCP
M
MJ
UF
PCP
C39C41
J19
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PUMP CONTROL
UF
C28
C29
PCP
(TTP)
TEST PANEL
TIGHTNESS
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DISPLAY
GRAPHICS
MDS
EPDS-3
EPDS PANEL
MCC
C37
UF
C38
C38
PCP
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MCC
UF UFUF
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R8 R9
R10
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SHA
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C44
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WP
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C46
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M
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C42 UF
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C30
C30
C30
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C52
J22 C53
C54
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MECHANICAL ROOM
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S M
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S M
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S M
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UF
S M
MCC
UF
MCC
S M
UF
S M
PB-11
3. DISCONNECTING MEANS FOR MOTOR HEATER, MEETING ARTICLE 430.113 OF NFPA 70.
PS
UF
PCP
C23
SS
C25 J J12
SS
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BPCVPCV
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C24C24C26C26
C21
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PRODUCT RECOVERY TANK (4000 GAL.)
TRUCK FILL STANDS
BLUE (PRESSURIZED PIPE)B AMBER LIGHT
YELLOW(DRAIN/SUPPLY PIPE)
GREEN (RETURN PIPE)
Y
G GREEN LIGHT
RED LIGHT
COLOR (TYPE OF PIPE)
COLOR SCHEME LEGEND
MARK SYMBOL
INDICATOR LIGHT LEGEND
DESCRIPTION
COLOR SCHEME LEGEND
GREEN (RETURN PIPE)
YELLOW(DRAIN/SUPPLY PIPE)
BLUE (PRESSURIZED PIPE)
Y
G
B
MARK COLOR (TYPE OF PIPE) DESCRIPTION
INDICATOR LIGHT LEGEND
RED LIGHT
GREEN LIGHT
AMBER LIGHT
SYMBOL
3. SEE SPECIFICATIONS AND SHEET EI503 FOR USE OF LIMIT SWITCH(S) IN FIELD.
APPROVAL OF THE COMMAND FUEL ENGINEER.
2. DEVIATION FROM THIS GRAPHIC DISPLAY IS ALLOWED ONLY WITH
1. REFERENCE SHEET M-201, M-205 & M-206.
NOTES:
FP #1
RUN
STOP
RUN
STOP
FP #2
RUN
STOP
FP #3
RUN
STOP
FP #4
RUN
STOP
FP #5
RP-1
RUN
STOP
FSI #1 FSI #2 FSI #3
FSR #1 FSR #2 FSR #3
C L
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C L
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C L
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SUCTION HEADER
CONTROL VALVE
BACK PRESSURE
Y
Y
Y
Y
B B B
B B B
B B B
B
B
B
B B
G
B
B
B
HEADER
DISCHARGE
PUMP
G
G
G G
GG
G
G
G
G
G
G
HIGH-HIGH LEVEL
HIGH LEVEL
STOP RUN
PUMP
FUEL TRANSFER
CONTINUED ON SHEET EI503
I45
I46
I28 I31 R14
R15
R16
R18 R19R21
R17
R25 R26 R27
I38 I39
I40 I41
I14 I13 R11
R12R13I15
I16 I17 I18
I19 I20 I21
R26
R20
R22 R23 R24
A1
GRAPHICS DISPLAY
SCALE: NTS
I22 I23 I24
I25 I26 I27
I34
I32 I33
I30
I29
VALVE
PRESSURE CONTROL
ENABLED
ENABLED CLOSED
CLOSED
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{FP-3 CONTROL
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{EXTERIOR
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{EXTERIOR
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MOV 1
CLOSE
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OPEN
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CLOSE
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MOV 2
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CLOSE
CONTROL
MOV 3
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{FP-4 CONTROL
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{FP-5 CONTROL
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BACKPRESSURE
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PLC IN PCP
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CIRCUITS, ADJUST WIRE GAUGE FOR VOLTAGE DROP.
2. ALL WIRING IS MINIMUM SIZE. IF ROUTING REQUIRES LENGTHENED
1. SEE EI101 FOR FURTHER INFORMATION OF CONTROL CIRCUITS.
NOTES:
R E
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O C
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| CIVIL/SITE |
| CS501 REMOTE CONTAINMENT BASIN DETAILS |
| STRUCTURAL SITE |
| X-001 EXISTING FUEL STORAGE TANKS NOTES AND DETAILS |
| ELECTRICAL SITE |
| ES102 ELECTRICAL SITE PLAN SHEET 2 OF 7 |
| ES103 ELECTRICAL SITE PLAN SHEET 3 OF 7 |
| PUMPHOUSE |
| ELECTRICAL |
| EI101 PUMPHOUSE CONTROL PLAN |
| EI502 GRAPHICS DISPLAY (SHEET 1 OF 2) |
| EI506 TERMINAL BLOCK CONNECTIONS SHEET 3 |
| EI605 CONTROL SYSTEM I/O |
| EI620 CONDUIT AND CABLE SCHEDULES |
File details come from the government source that posted it.