Appendix_1-Revised-Drawings-Am-0009.PDF

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Attached to
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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W912838-18-R-0020-Am_0009_Narrative.pdf PDF
W91238-18-R-0020-0009.pdf PDF
Appendix_2-Revised-Specifications-Am-0009.pdf PDF
W91238-18-R-0020-0008.pdf PDF
Attachment_26_-_Price_Breakout_Schedule.xlsx XLSX spreadsheet
Amendment_0007_Narrative.pdf PDF
W91238-18-R-0020-0007.pdf PDF
Revised_Specifications_2.pdf PDF
Revised_Drawings_5.PDF PDF
Appendix_1b_-_Drawings-Am-6-2.docx DOCX document
W91238-18-R-0020-0006.pdf PDF
Appendix_1c_-_Drawings-Am-6-3.docx DOCX document
Appendix_1a_-_Drawings-Am-6-1rev.docx DOCX document
Appendix_2-Specifications-Am-6.pdf PDF
W912838-18-R-0020-Am_0006_Narrative.pdf PDF
Attachment_2_-_Revised_Supplemental_Contract_Requirements.pdf PDF
Appendix_1d_-_Drawings-Am-6-4.docx DOCX document
W91238-18-R-0020-0005.pdf PDF
POL_Pumphouse_Site_Walk_Photos_28_Aug.pdf PDF
Pre-Proposals_Site_Visit_Sign-In.pdf PDF
W912838-18-R-0020-Am-0002-Drawings.pdf PDF
33_52_43.11.pdf PDF
33_52_43.12.pdf PDF
33_52_43.23.pdf PDF
33_52_43.28.pdf PDF
33_52_43.14.pdf PDF
33_52_43.13.pdf PDF
33_56_10.pdf PDF
W91238-18-R-0020-0004_-_SF30.pdf PDF
W912838-18-R-0020-Am_00001_Narrative.docx DOCX document
W91238-18-R-0020-0003_-_Change_Project_Title.pdf PDF
W91238-18-R-0020-0001_-_Correct_Proposals_Due_Date.pdf PDF
Appendix_1e_-_Drawings_5.pdf PDF
Attachment_5_-_Cover_Letter.DOCX DOCX document
Appendix_1b_-_Drawings_2.pdf PDF
Attachment_7_-_Truck_Offload_FONSI.pdf PDF
Appendix_2_-_Specifications_for_Construction.pdf PDF
Attachment_1_-_SOW_Replace_POL_Facilities.DOCX DOCX document
Attachment_3_-_Wage_Determinations.docx DOCX document
Attachment_2_-_Supplemental_Contract_Requirements.docx DOCX document
Attachment_6_-_Truck_Offload_Environmental_Assessment.pdf PDF
Attachment_4_-_Acknowledgement_Statement.DOCX DOCX document
Appendix_1a_-_Drawings_1.pdf PDF
W91238-18-R-0020_-_SF1442.pdf PDF
Attachment_8_-_Site_Walk_Instructions.docx DOCX document
Appendix_1d_-_Drawings_4.pdf PDF
Appendix_1c_-_Drawings_3.pdf PDF
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Text version

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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SACRAMENTO DISTRICT

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

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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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IO

N

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

K

/1

(T

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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:

R

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N A

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®of Engineers

US Army Corps

U .S

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SACRAMENTO DISTRICT

1"

1"

PS-9

\\nwofpcadd01\AEC_WS_001\HU05\40000 Design Products\CAD_BIM\_Sheets\HU05EI101.dwg

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EI101

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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EP201

SEE SHEET

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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

S

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S SESO-1 ESO-2

ESO-3

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EPDS

UF

C30

J

J14

UF C32

C31

J18

J C40

UF

PCP

C1

C2

C3

C4

C5

C6

C7

C8

C9

PCP

C10

C11

C12

PS

UF

UF

PCP

C22

PCP

M

MJ

UF

PCP

C39C41

J19

PANEL (PCP)

PUMP CONTROL

UF

C28

C29

PCP

(TTP)

TEST PANEL

TIGHTNESS

PANEL

DISPLAY

GRAPHICS

MDS

EPDS-3

EPDS PANEL

MCC

C37

UF

C38

C38

PCP

MCC

UF

R11

R12

MCC

MCC

UF UFUF

MCC

R8 R9

R10

SHA

SHASHA

SHA

SHA

MCC

UF

MCC

C43

C44

TTP

UF

WP

WP

C45

C46

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UF

PCP

LA-1

C47

M

M

C40 C40

C42 UF

J PIT

J20 C44

TTP

UF

PCP

C30

C30

C30

C30

C50

LA

LAJ

J21

LA

J C51

C52

J22 C53

C54

C54

LA-2 LA-3

UF

UF

C48

PF

FTRC

PUMP ROOM

CONTROL ROOM

MECHANICAL ROOM

UF

S M

MCC

UF

S M

MCC

UF

S M

MCC

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

J J11

BPCVPCV

UF

PCP

C24C24C26C26

C21

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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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(S

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EI502

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

O S

E D

O P

E N

C L

O S

E D

O P

E N

C L

O S

E D

O P

E N

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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D R

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2 3 4 5 6 7 8 9 10

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EI506

TB-1-OUT

AUTO PUMP

START/DISABLE

{FP-1 CONTROL

CIRCUIT

{FP-2 CONTROL

CIRCUIT

{FP-3 CONTROL

CIRCUIT

TB-2-OUT

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

E-STOP AT FCC

ANNUNCIATOR VIA

TELE. BACKBOARD

EMERGENCY

STOP

CIRCUITS

IN MCC

{EXTERIOR

RESONATING HORN

{EXTERIOR

VIBRATING HORN

MOV 1

OPEN

CONTROL

MOV 1

CLOSE

CONTROL

OPEN

CONTROL

CLOSE

CONTROL

MOV 2

MOV 2

OPEN

CONTROL

CLOSE

CONTROL

MOV 3

MOV 3

OPEN

CONTROL

CLOSE

CONTROL

MOV 4

MOV 4

{FP-4 CONTROL

CIRCUIT

{FP-5 CONTROL

CIRCUIT

CIRCUIT

RP-1 CONTROL {

SPARE {

SPARE {

SPARE {29

CIRCUIT

OP-1 CONTROL {

CIRCUIT

OP-2 CONTROL {

CIRCUIT

FTP-1 {

SPARE {

SPARE {

SPARE {

9SPARE {

SPARE {

BACKPRESSURE

SOLENOID A

BACKPRESSURE

SOLENOID B

PRESSURE C.

SOLENOID A

SOLENOID B

PRESSURE C.

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IN PCP

SYSTEM-2 PLC

PLC IN PCP

SYSTEM-1

PANEL (PCP)

PUMP CONTROL

MCC

IN PCP

SYSTEM-2 PLC

PLC IN PCP

SYSTEM-1

PANEL (PCP)

PUMP CONTROL

FILL STANDS

TO TRUCK

(BPCV)

CONTROL VALVE

BACKPRESSURE

P R

E S

S U

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A2

PIT

M

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E N

M O

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O P

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M O

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C L

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C L

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M O

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DO

DODO

DO

TEST PANEL

TO TIGHTNESS

M

DO

DO DO

DO

C L

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M O

V

O P

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M O

V

C L

O S

E

M O

V

O P

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M O

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FILL STANDS

FROM TRUCK

PIT

TEST PANEL

TO TIGHTNESS

P R

E S

S U

R E

AI

O P

E N

M O

V

O P

E N

M O

V

C L

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E

M O

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DO

DO

DO

M

M

DO

DO DO

DO

C L

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O P

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M O

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C L

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T E

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S E

P A

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F

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T E

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LEVEL

WATER

HIGH

LEVEL

WATER

HIGH

S E

P A

R A

T O

R

F

IL

T E

R

LEVEL

WATER

HIGH

PIPELINE

FROM COMM.

TO OFF LOADS

R E

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R

H

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R

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R7O

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E N

E N

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L

O S

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O S

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DO

DO

E N

E N

DO

DO

O S

E D

O S

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R8

VALVE

R6

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R7

P

P

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S T

A T

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DI DI

DI DI DI

S T

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OFFLOAD PUMP#1

OFFLOAD PUMP#2

FS

FS

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F L

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F L

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F L

O W

DIDI

DIDI

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F L

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F L

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F L

O W

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DIDI

SS

VALVE (PCV)

PRESSURE CONTROL

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E

D E

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E

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E

D E

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DO

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E N

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E

D E

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E

E N

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E

D E

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E

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DO

E N

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G

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E

D E

E N

E R

G

IZ

E

E N

E R

G

IZ

E

D E

E N

E R

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IZ

E

DO

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EI620

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:

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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.