W912PL-15-R-0002DrawingsPart-3of3.pdf

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LETTER

IDENTIFICATION

LOCATION

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Ie = 1.00IMPORTANCE FACTOR:H.

"B"SEISMIC DESIGN CATEGORY:G.

Sd1 = 0.10gF.

Sds = 0.18gE.

"D"SITE CLASSIFICATION:D.

SOURCE OF ACCELERATION DATA: TABLE E-3 OF UFC 3-301-01C.

S1 = 0.06gB.

Ss = 0.17gA.

SEISMIC LOADS:6.

GCpi = +/- 0.00INTERNAL PRESSURE COEFF:D.

"OPEN"ENCLOSURE CLASSIFICATION:C.

"C"EXPOSURE CATEGORY:B.

V = 115 MPH (3 SEC GUST)BASIC WIND SPEED (50 YEAR):A.

WIND LOADS:5.

Lo = 20 PSFROOF (CONSTRUCTION & MAINTENANCE):A.

LIVE LOADS:4.

D = 2 PSFCOLLATERAL (MISC EQUIP):A.

DEAD LOADS:3.

Pg = 0 PSFGROUND SNOW LOAD:A.

SNOW LOADS:2.

IITHERMO-MANAGEMENT SHELTER:A.

OCCUPANCY CATEGORY1.

DENSITY (ASTM D1557) IN LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS.

CONTENT AND COMPACTED TO AT LEAST 92 PERCENT OF MAXIMUM MODIFIED PROCTOR

SHALL BE MOISTURE-CONDITIONED WITHIN -1 TO +3 PERCENT OF OPTIMUM MOISTURE

CONSIDERED SUITABLE FOR REUSE IF IT IS FREE FROM CONTAMINATION. BACKFILL

HORIZONTAL TO 1.0 VERTICAL. THE SOIL REMOVED FROM THE EXCAVATION SHALL BE

FEET BEYOND THE SHELTER'S PERIMETER WITH A MAXIMUM SIDE SLOPE OF 1.5

OF APPROXIMATELY 4-TONS). THE EXCAVATION BASE SHALL EXTEND A MINIMUM OF 5

PAD-FOOT COMPACTOR (E.G. A SELF-PROPELLED COMPACTOR WITH A MINIMUM WEIGHT

ELEVATION AND COMPACT THE EXPOSED SURFACE WITH THREE PASSES OF A

A DISTANCE OF 5 FEET TO A DEPTH OF 24 INCHES BELOW THE BOTTOM OF FOOTING

OVEREXCAVATE THE ENTIRE FOOTPRINT OF THE THERMO-MANAGEMENT SHELTER PLUS

DELETE NOTE C-8 AND REPLACE WITH THE FOLLOWING:3.

INTENDED TO BE USED ONLY FOR GUIDANCE.

ACCORDANCE WITH SECTION 13 34 20. REFERENCED FOUNDATION DETAILS ARE

CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF CANOPY FOUNDATIONS IN 2.

REFER TO SHEET B-S-001 WITH THE FOLLOWING ADDITIONS.1.

A. GENERAL NOTES:

B. DESIGN NOTES:

C. SOILS & FOUNDATION NOTES:

WITH SECTION 32 01 19.

PAVEMENT SHALL BE SEALED WITH JET FUEL RESISTANT SEALANT IN ACCORDANCE

EXPANSION JOINTS BETWEEN THE CANOPY FOUNDATION AND THE CONCRETE 2.

REFER TO SHEET B-S-001 WITH THE FOLLOWING ADDITIONS.1.

D. CONCRETE NOTES:

DESIGN & GENERAL NOTES

REFER TO SHEET B-S002.1.

E. CARBON STRUCTURAL STEEL:

SECOND GUST WIND SPEED. REFER TO FIGURE CC-1 IN ASCE 7.

1/480 TIMES THE STORY HEIGHT FOR 10 YEAR MEAN RECURRENCE INTERVAL (MRI) 3

STORY DRIFT SHALL BE 1/240 TIMES THE STORY HEIGHT FOR DESIGN SEISMIC LOADS AND 9.

OTHER ROOF AREAS SHALL HAVE A PURLIN SPACING OF 5 FEET OR LESS.

PURLIN SPACING SHALL BE 30 INCHES OR LESS IN CORNER, EDGE, AND RIDGE ZONES. 8.

APPROVAL OF THE METAL BUILDING SHOP DRAWING SUBMITTALS.

CONCRETE PEDESTALS AND FOUNDATION SHALL NOT BE PLACED PRIOR TO CONTRACTING 7.

EQUIPMENT.

MEMBERS SUCH THAT THEY DO NOT INTERFERE WITH MECHANICAL AND ELECTRICAL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING AND PLACING STRUCTURAL 5.

REVIEW AND APPROVAL.

BOLTS PER COLUMN IS REQUIRED. THE CONTRACTOR SHALL SUBMIT DESIGNS FOR

METAL BUILDING SYSTEM SUPPLIER AND THE PRIMARY CONTRACTOR. A MINIMUM OF 4

ANCHOR BOLT DESIGN AND REQUIREMENTS SHALL BE COORDINATED BETWEEN THE 4.

STANDARDS.

POSSIBLE APPROVAL IF REQUIRED TO CONFORM TO AN INDIVIDUAL BUILDING SUPPLIER’S

MINOR VARIATIONS IN THE BUILDING’S DIMENSIONS MAY BE SUBMITTED FOR REVIEW AND 2.

13 34 20.

DESIGN, FABRICATE, AND ERECT METAL BUILDING SYSTEM IN ACCORDANCE WITH SECTION 1.

F. METAL BUILDING SYSTEM NOTES:

OBSERVATIONS, AND TESTING PER SHEET B-S-005.

PROVIDE APPLICABLE INSPECTIONS, SPECIAL INSPECTIONS, STRUCTURAL 1.

H. SPECIAL INSPECTIONS:

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESASCE 7-10

INTERNATIONAL BUILDING CODE 2012IBC 2012

SEISMIC DESIGN FOR BUILDINGS, JUNE 1ST 2013UFC 3-310-04

STRUCTURAL ENGINEERING, JUNE 1ST 2013UFC 3-301-01

GEOTECHNICAL ENGINEERING, NOVEMBER 1ST 2012UFC 3-220-01

GENERAL BUILDING REQUIREMENTS, JULY 1ST 2013UFC 1-200-01

CANOPY SHALL BE DESIGNED IN ACCORDANCE WITH:9.

CONTRACTING OFFICER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS.8.

AND LATERAL BRACING ARE IN PLACE.

ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS

THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO 7.

ADDITIONAL ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK.

SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, PENETRATIONS, AND OTHER

THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER DISCIPLINES AS TO 6.

CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND THE 5.

OTHERS.

ALL VERTICAL ELEVATIONS ARE BASED ON THE CONTROL ELEVATION FROM SURVEY BY 4.

BE DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION SHALL 3.

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, 2.

1077.50'THERMO-MANAGEMENT SHELTER:A.

FOLLOWING MEAN SEA LEVEL ELEVATIONS:

TOP OF CURB REFERENCE ELEVATION SHALL BE 100'-0" AND CORRESPOND TO THE 1.

S-001

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1 2 4 5

A

D

GUTTER ABOVE

EL. =118'-6"

TOP OF EAVE

EL.=100'-0"

T.O. CURB

A D

METAL ROOFING

STANDING SEAM

PANELS

METAL FASCIA

STEEL COLUMN

DOWNSPOUT

GUTTER

PANELS

METAL FASCIA

OPEN

CONC. CURB

ROOFING (TYP.)

SEAM METAL

STANDING

STEEL COLUMNS

DRIVEDRIVEDRIVEDRIVE

1'-0"

108'-0"

ABOVE

ROOF LINE

ABOVE

ROOF RIDGE

TYPICAL

COLUMN

EACH SIDE

TYPICAL ALONG

GUTTER

SEE CIVIL SHTS.

CONC. CURB

GUTTER

EACH COLUMN

DOWNSPOUTS AT

26'-6" 1'-0"

EL. =116'-0"

B.O. FASCIA

A-101 A-401

26'-6"26'-6"

B

C

26'-6"

B C

A-101 A-401

1. SEE PUMPHOUSE SHEET A-201 FOR BUILDING FINISH COLORS.

NOTE:

CIVIL SHEETS

STORM SYSTEM SEE

CONNECTED INTO

DOWNSPOUTS

CIVIL SHEETS TYP.

STORM SYSTEM SEE

CONNECTED INTO

DOWNSPOUTS

1" 12"

DETAILS

LOCATION AND

CIVIL SHEETS FOR

CONC. CURB SEE

A

A-101 A-401

LOCATION

CIVIL SHEETS FOR

PIPE GUARDS SEE

EL. =118'-6"

TOP OF EAVE

EL. =116'-0"

B.O. FASCIA

EL.=100'-0"

T.O. CURB

EL. =118'-6"

TOP OF EAVE

EL. =116'-0"

B.O. FASCIA

EL.=100'-0"

T.O. CURB

A-101

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FLOOR PLAN

SCALE: 1/8" = 1'-0"

0 8'8' 4'

EAST ELEVATION

SCALE: 1/8" = 1'-0"

0 8'8' 4'

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

0 8'8' 4'

NORTH

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DOWNSPOUT

SPLASHBLOCK

CONC. CURB

STEEL COLUMN

METAL ROOFING

STANDING SEAM

ELEV. = 100'-0"

T.O. CURB

ELEV. 116'-0

B.O. FASCIA

ELEV. = 118'-6"

T.O. STEEL

GUTTER

FLASHING

PURLINS

PANELS

FASCIA

PANELS

SOFFIT

1" 1'-0"

METAL ROOF

STANDING SEAM

FLASHING

RAKE

BEYOND

STEEL COLUMN

CONC. CURB

ELEV. VARIES

TOP OF STEEL

ELEV= 99'-6"

FINISH FLOOR

ELEV= 100'-0"

T.O. CURB

ELEV= 116'-0"

B.O. STEEL

METAL ROOF

STANDING SEAM

TO GIRT, PURLINS, AND COLUMNS

LINER PANEL ATTACHED

CIVIL SHEETS

CONC. SLAB SEE

LINER PANELS

EACH FASTENER HEAD

NEOPRENE GASKET UNDER

BEYOND

STEEL FRAME

FOR LOCATION OF AIR TERMINALS

NOTE: SEE ELECTRICAL SHTS.

"Z" SUBPURLIN

METAL ROOFING

STANDING SEAM

W/ SEALANT

PANEL CLOSURE

RIDGE CAP

ROOF MFR.

AS RECOMMED BY

POURABLE SEALANT

TO MATCH ROOF COLOR

BASE PLATE - PAINT

AIR TERMINAL

LINER PANEL

A-401

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WALL SECTION 1

A-101 A-401

2'

SCALE: 3/4" = 1'-0"

1' 0 2'

WALL SECTION 2

A-101 A-401

2'

SCALE: 3/4" = 1'-0"

1' 0 2'

SCALE: 3" = 1'-0"

0 6"6" 3"

A

A-101 A-401

ROOF RIDGE DETAIL

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CA

CONTINUATION

SHEET ES401 FOR

SEE LOCATION A

CA CA

CA

CA

CA

CA

CA

M

T

M

T

M

T

M

T

(TYPICAL)

SEE NOTE 2

EL101

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24" 0 10'

SCALE.

INCH = 1 FOOT

LIGHTS.

WIRED SUCH THAT MOTION DETECTED BY ANY MOTION SENSOR TURNS ON ALL CANOPY

LIGHTING DOES NOT OPERATE DURING DAYLIGHT HOURS. MOTION SENSORS SHALL BE

SEE SHEET FA101. MOTION SENSORS SHALL CONTAIN INTEGRAL LIGHT LEVEL SENSOR SO

RECOMMENDATION AND IN SUCH A WAY AS TO NOT INTERFERE WITH FLAME DETECTORS,

2. MOTION SENSORS SHALL BE MOUNTED ON STRUCTURAL COLUMN PER MANUFACTURER

1. SEE LUMINAIRE SCHEDULE ON LOCATION C SHEET EL501.

NOTES:

LUMINAIRE REQUIREMENTS:

REVISED: AUGUST 2004 NL-25LIGHTING PLATE:

NO SCALE

21" (NOM)

(N

O M

EXPLOSION PROOF LED CANOPY FIXTURE

BASIS OF DESIGN - LSI INDUSTRIES CRU-SC-LED-MW-CW-UE-WHT

8. OTHER - CLASS 1, DIV 2 GROUP D; IP65; INTEGRAL HEAT SINK

7. FIXTURE TYPE - EXPOSION PROOF SURFACE MOUNTED CANOPY FIXTURE.

6. CERTIFICATION - UL LISTED AND LABELED.

5. ELECTRICAL - 120-277 VOLT DRIVER

3. LAMPS - HIGH EFFICIENCY LED CHIPS WITH 5300K COLOR TEMP AND 70 CRI NOMINAL

2. FINISH - BAKED WHITE ENAMEL FINISH.

1. HOUSING - DIE-FORMED ALUMINUM

FIXTURE TYPE "CA" DETAIL

SEE LUMINAIRE SCHEDULE ON LOCATION B SHEET EL503

L

N

P

_C_

H

O

A

RACK.

FILLSTAND PANEL

LOCATED ON

NEMA 4 ENCLOSURE

30A CONTACTOR IN

CKT FS-4

G

TO CANOPY MOUNTED FIXTURES

BUS BARS

FOR CLARITY

ALL N & G WIRES NOT SHOWN

SENSOR NORTH.

ON CANOPY. FACE

PHOTOCELL MOUNTED

PER PLAN SHEETS.

CONDUIT AND CONDUCTORS

NO SCALE

CONTROL WIRING SCHEMATIC

CANOPY LIGHTING

MS MS MS MS

AT TRUCK FILLSTAND 1

MOTION SENSOR MOUNTED

AT TRUCK FILLSTAND 2

MOTION SENSOR MOUNTED

AT TRUCK FILLSTAND 3

MOTION SENSOR MOUNTED

AT TRUCK FILLSTAND 4

MOTION SENSOR MOUNTED

FIXTURE

MOUNTING

LAMPS

WATTSTYPE QTY

LUMINAIRE SCHEDULE

VOLTAGE

MARK

NOTES

HEIGHT (A.F.F.)

MOUNTING

WATTS

TOTAL FIXTURE

LED --CA 1201031 14' 6" CEILING EXPLOSION PROOF LED CANOPY FIXTURE

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N T

R A

C T N

O

LOS ANGELES DISTRICT

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

W P

L -1

-X -X

X X

X

O M

A H

A

N E

B R

A S

K A

W P

L -1

-R -0

L -T

C X

C O

N S

T R

U C

T F

L

IG

H T

L

IN

E F

IL

L S

T A

N D

S

L U

K E A

F B

C E

M B

E R

.1

X

-9

LOCATION

F

IL

L S

T A

N D

S T

H E

R M

O -M

A N

A G

E M

E N

T S

H E

L T

E R

C EL501

L

IG

H T

IN

G F

IX

T U

R E D

E T

A

IL

B

A

B M

A S

L O

G

-C -E

L .d w g

/9 /2

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

LOS ANGELES DISTRICT

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

W P

L -1

-X -X

X X

X

O M

A H

A

N E

B R

A S

K A

W P

L -1

-R -0

L -T

C X

C O

N S

T R

U C

T F

L

IG

H T

L

IN

E F

IL

L S

T A

N D

S

L U

K E A

F B

C E

M B

E R

.1

X

-9

LOCATION

F

IL

L S

T A

N D

S T

H E

R M

O -M

A N

A G

E M

E N

T S

H E

L T

E R

C

FOR CONTINUATION

SEE SHEET ES401

SEE NOTE 2

SEE NOTE 2 SEE NOTE 2 SEE NOTE 2

CONTINUATION

SHEET ES401 FOR

SEE LOCATION A

R23R24R25R26

SEE NOTE 3

SEE NOTE 3 SEE NOTE 3 SEE NOTE 3

C50C51C52C53

C56C57C58C59

INTELLITROL

SCULLY

U G

C60

S

J

S

C61

J15

C61

U G

C60

S

J

S

C61C61

INTELLITROL

SCULLY

J14

U G

C60

S

J

S

C61C61

INTELLITROL

SCULLY

J13

U G

C60

S

J

S

C61C61

INTELLITROL

SCULLY

J12

CONTROL VALVE

FILLSTAND

JJJJ UG

M

J UG

M

J UG

M

J

M

J

PRP-1PRP-2PRP-3PRP-4

J16J17J18J19

J20J21J22J23

C62C63C64C65

C66C66C66C66

CONTROL VALVE

FILLSTAND

CONTROL VALVE

FILLSTAND

CONTROL VALVE

FILLSTAND

FS-7FS-8FS-9FS-10

J J27 C70 J26

J C69 J25

J C68 J24

J C67

UG

R27R28 R29R29R29R29

UG

R28

UG

R28

C66

FLOW SWITCH

EYE-WASH/SHOWER

EMERGENCY

FS-11

UG UG UG

U G

EP101

P O

W E

R P

L

A

B M

A S

L O

G

E D

X M

M

I:

d w g s e le c

L U

C

E P .d

C

E P

.d w g in in

24" 0 10'

SCALE.

INCH = 1 FOOT

6. SEE CONDUIT AND CABLE SCHEDULES ON LOCATION B SHEET EP605.

AND GROUND PROVING STATION' ON LOCATION B SHEET EP501.

5. AN EFSO SHALL BE INSTALLED AT EVERY FILLSTAND SEE DETAIL 'FILLSTAND START/STOP

3. EFSO CIRCUITS IN RMC SIZED AS INDICATED AND BURIED TO A MINIMUM DEPTH OF 24".

THE FOUR (4) FILLSTANDS. EACH CIRCUIT SHALL CONSIST OF 2#12 AND 1#12G.

INDICATED BURIED TO A MINIMUM DEPTH OF 24" AND CONTAINING 1 CIRCUIT FOR EACH OF

2. POWER CIRCUIT FOR GROUND PROVING STATIONS. CONDUIT SHALL BE RMC SIZED AS

1. POWER CIRCUIT FOR FLAME DETECTORS.

NOTES:

(TYP)

SHEET EP501C

SEE DETAIL ON

SEE NOTE 1

GENERAL NOTES:

ES105 EP501

(NO SCALE)

"EMERGENCY POWER ACTIVATED"

"EFSO ACTIVATED"

"FILLSTAND 4 - HIGH LEVEL"

"FILLSTAND 3 - HIGH LEVEL"

"FILLSTAND 2 - HIGH LEVEL"

"FILLSTAND 1 - HIGH LEVEL"

AS FOLLOWS:

OFF HORN. ALARMS SHALL BE LABELED

ACKNOWLEDGE BUTTON SHALL TURN

LIGHTS AND ACKNOWLEDGE BUTTON.

SIX RED PUSH TO TEST INDICATING

2. FILLSTAND ALARM PANEL SHALL HAVE

EQUIPMENT USED.

MEMBERS TO SUPPORT ACTUAL

1. CONTRACTOR TO SIZE SUPPORT

FILLSTAND PANEL RACK

DETAIL 1 KEYED NOTES:

PROTECTIVE CAP FOR PORTABLE GENERATOR.

100A, 3W, 4P NEMA 3R RECEPTACLE WITH SCREW ON

TO FLOW SENSORS.

SWITCH.

60AMP 1P, NEMA 4, LOCKABLE HEAVY DUTY DISCONNECT

TO FILLSTAND ALARM PANEL

TO FIBER CONVERTER PANEL

TO PANEL FS

CONVERTER EQUIPMENT AS REQUIRED.

PROVIDE CONTROL TRANSFORMER FOR FIBER OPTIC

TO CATHODIC PROTECTION RECTIFIER

TO CANOPY MOUNTED MOTION SENSORS.

FILLSTAND THERMO-MANAGRMENT SHELTER GROUND LOOP.

EG101. CONDUCTOR SIZE SHALL BE THE SAME AS THE

GROUND LOOP WITH BARE COPPER. SEE LOCATION C SHEET

EXOTHERMICALLY CONNECT GROUND ROD TO NEARBY

TO FLAME DETECTORS

TO EFSO BUTTONS

CONDUIT SEAL FITTING. (TYPICAL)

WEATHERPROOF GFCI CONVENIENCE RECEPTACLE.

TO PRODUCT RECOVERY TANK HIGH LEVEL ALARMS.

TO PRODUCT RECOVERY PUMPS (PRP-X).

COPPER .

CONNECT TO TRANSFORMER GROUND ROD WITH #6 AWG BARE

FUTURE BONDING REQUIREMENTS. EXOTHERMICALLY

3/4" DIA. x 10'-0" LONG GROUND ROD. LEAVE EXPOSED FOR

EXOTHERMICALLY CONNECTED TO EXPOSED GROUND ROD.

#6 AWG BARE COPPER BOLTED TO FRAME AND

TO FILLSTANDS

TO CANOPY LIGHTING

SINGLE MODE FIBER OPTIC CABLING TO PUMP CONTROL PANEL

6. EMERGENCY POWER

5. EFSO ACTIVATE

4. FILLSTAND 4 PUMP RUNNING

3. FILLSTAND 3 PUMP RUNNING

2. FILLSTAND 2 PUMP RUNNING

1. FILLSTAND 1 PUMP RUNNING

OUTPUTS:

10. FLAME DETECTORS

9. EFSO ACTIVATE

8. FILLSTAND 4 FLOW

7. FILLSTAND 4 CALL

6. FILLSTAND 3 FLOW

5. FILLSTAND 3 CALL

4. FILLSTAND 2 FLOW

3. FILLSTAND 2 CALL

2. FILLSTAND 1 FLOW

1. FILLSTAND 1 CALL

INPUTS:

FIBER CONVERTER PANEL

(TYPICAL)

1" CONDUIT

POWER WIRING

G

RING

GROUNDING

#1/0 GND

J

3 SIDES

TYPICAL

3/4"

INFORMATION.

LOCATION C SHEET EP602 FOR CONDUCTOR AND CONDUIT

TO MECHANICAL PRESET COUNTER ELECTRICAL SWITCH. SEE

C4x7.5 CHANNEL. PRIME AND FINISH PAINT.

BASEPLATE.

(MIN.) NON-SHRINK GROUT. (TYPICAL) PRIME AND FINISH PAINT

4-1/2" CONCRETE ANCHORS AND 1/2"x5"x10" BASEPLATE W/ 1"

USE WITH ITEM 1.

CABLE JUNCTION BOX/TRUCK CONNECTION WITH 30' CABLE FOR

JUNCTION BOX - NEMA 7 (TYPICAL)

CONDUIT SEAL FITTING. (TYPICAL)

CONDUIT OUTLET BODY - NEMA 7 STYLE HOUSING (TYPICAL)

SHEET EP101.

TO NEXT FILLSTAND, EXCEPT LAST IN SERIES. SEE LOCATION C

CONDUCTOR AND CONDUIT INFORMATION.

FILLSTAND POWER CIRCUITS. SEE LOCATION C SHEET EP602 FOR

EXPLOSION PROOF CONDUIT UNION (TYPICAL)

IN A NEMA 4 ENCLOSURE. BUTTON SHALL HAVE NO COVER.

PUSHBUTTON WITH LEGEND PLATE "EMERGENCY STOP" MOUNTED

MOUNTING HOLE, NORMALLY CLOSED WITH A PUSH IN - STAY IN

CLASS I, DIV 2) JUMBO ALUMINUM MUSHROOMHEAD, 30mm

REMOTE EFSO STATION. NEMA 4/4X HERMETICALLY SEAL (FOR

VERIFICATION AND TRUCK IDENTIFICATION.

TRUCKS. NEMA 7 STYLE HOUSING. INCLUDES GROUND

INTELLITROL OGV TYPE. FOR SINGLE-COMPARTMENT TANK

REFUELER OVERFILL PROTECTION CONTROL UNIT - SCULLEY

DETAIL 2 KEYED NOTES:

SHALL USE 30mm MOUNTING HOLES.

WITH LEGEND PLATE "CALL". ALL

CONTACT GREEN PUSHBUTTON

NORMALLY OPEN MOMENTARY

LEGEND PLATE "RUN", AND A

TO TEST INDICATING LIGHT WITH

(FOR CLASS I, DIV 2) GREEN PUSH

NEMA 4/4X HERMETICALLY SEALED

"WELD

EXOTHERMIC

J

2 2

SEE DETAIL

"EMERGENCY FUEL SHUT-OFF"

CAUTION SIGN READING

CAUTION SIGN DETAIL

1'-6"

.5

SHUT-OFF

FUEL

EMERGENCY

RED LETTERS, WHITE FIELD

CHANNEL

SIDE

SIGN,EACH

PROVIDE HOOK FOR HANGING CORDED PLUG WHEN NOT IN USE.

CONDUCTOR AND CONDUIT INFORMATION.

CONTROL CONDUCTORS, SEE LOCATION C SHEET EP602 FOR

TO NEXT EFSO, EXCEPT LAST IN SERIES.

STATIC GROUND REEL.

DETAIL 2 KEYED NOTES (CONTINUED):

15 15

EP101 EP501

(NO SCALE)

GROUND PROVING STATION

FILLSTAND START/STOP AND 10

GRADE

36"

12"

CAP (TYP.)

2" PIPE CLAMP

CHANNEL WITH

GALVANIZED

1 5/8"

(TYP.)

2" GRC

(T-AIR)

TRANSFORMER

TO EXISTING

(NEMA 3R)

FS

PANEL

(NEMA 3R)

PANEL

CONVERTER

FIBER

SIDE FACING TAXILANE BRAVO

GRADE

SIDE FACING FILLSTAND

PANEL

CONTACTOR

LIGHTING

PANEL

ALARM

FILLSTAND

DISC.

PRP

SWITCH

TRANSFER

MANUAL

18 17

FLASH UPON ANY ALARM.

STROBE LIGHT. LIGHT SHALL

WEATHERPROOF RED

UPON ANY ALARM.

BELL. BELL SHALL SOUND

WEATHERPROOF AUDIBLE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

LOS ANGELES DISTRICT

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

W P

L -1

-X -X

X X

X

O M

A H

A

N E

B R

A S

K A

W P

L -1

-R -0

L -T

C X

C O

N S

T R

U C

T F

L

IG

H T

L

IN

E F

IL

L S

T A

N D

S

L U

K E A

F B

C E

M B

E R

.1

X

-9

LOCATION

F

IL

L S

T A

N D

S T

H E

R M

O -M

A N

A G

E M

E N

T S

H E

L T

E R

C EP501

P A

N E

L R

A C

K D

E T

A

IL

M

M R

M S

L O

G

-C -E

P .d w g

/9 /2

FILLSTAND 1

SPARE

(LOCATED IN PCP)

RECEIVER

EFSO

FILLSTAND 1

EFSO

FILLSTAND 2

EFSO

FILLSTAND 3

EFSO

FILLSTAND 4

EFSO-5 EFSO-6

FLAME DETECTORS 1

FILLSTAND 1 CALL

FLOW

FILLSTAND 2 CALL

FILLSTAND 3 CALL

FILLSTAND 4 CALL

SPARE

CONVERTER PANEL)

(LOCATED IN FIBER

TRANSMITTER

SPARE{

G

FILLSTAND 2

G

FILLSTAND 3

G

FILLSTAND 4

CALL AND LEAD/ADDITIONAL PUMP START

PUMP CONTROL CIRCUIT. FILLSTAND 1

PANEL. SEE LOCATION B SHEET EP604.

FILLSTAND EFSO CONTACTOR IN EFSO

OPTIC CABLE(S)

SINGLE MODE FIBER

TO FIRE ALARM PANEL. SEE LOCATION B SHEET FA501.

SPARE

OPTIC CABLE(S)

SINGLE MODE FIBER

SHOWER FLOW SWITCH

FILLSTAND EMERGENCY

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

CALL AND LEAD/ADDITIONAL PUMP START

PUMP CONTROL CIRCUIT. FILLSTAND 2

CALL AND LEAD/ADDITIONAL PUMP START

PUMP CONTROL CIRCUIT. FILLSTAND 3

CALL AND LEAD/ADDITIONAL PUMP START

PUMP CONTROL CIRCUIT. FILLSTAND 4

FORM A OUTPUT

INTELLITROL

SCULLY

NC

NO

NO

NC

NO

NC

NO

NC

L

N

G

(FULL FLOW)

SOLENOID A

(LOW FLOW)

SOLENOID B

S1

S2

S3

S4

ELECTRICAL SWITCH

PRESET COUNTER

NO SCALE

FIBER CONVERTOR WIRING DIAGRAM

NO SCALE

FILLSTAND CONTROL VALVE WIRING DIAGRAM

FLOW

FLOW

FLOW

FILLSTAND 1

FILLSTAND 2

FILLSTAND 3

FILLSTAND 4

(LOCATED IN PCP)

TRANSMITTER

CONVERTER PANEL)

(LOCATED IN FIBER

RECEIVER

4321TANK LEVEL ALARMS

PRODUCT RECOVERY

2 3 4

TO PCP TB-8 IN. SEE LOCATION B SHEET EI503.

EMERGENCY STOP STATUS

GENERATOR BREAKER STATUS

ALARM PANEL

FILLSTAND

ALARM PANEL

FILLSTAND

ER1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

LOS ANGELES DISTRICT

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

W P

L -1

-X -X

X X

X

O M

A H

A

N E

B R

A S

K A

W P

L -1

-R -0

L -T

C X

C O

N S

T R

U C

T F

L

IG

H T

L

IN

E F

IL

L S

T A

N D

S

L U

K E A

F B

C E

M B

E R

.1

X

-9

LOCATION

F

IL

L S

T A

N D

S T

H E

R M

O -M

A N

A G

E M

E N

T S

H E

L T

E R

C EP601

F

IL

L S

T A

N D W

IR

IN

G

D

IA

G R

A

A

B M

A S

L O

G

-C -E

P .d w g

/9 /2

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

LOS ANGELES DISTRICT

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

W P

L -1

-X -X

X X

X

O M

A H

A

N E

B R

A S

K A

W P

L -1

-R -0

L -T

C X

C O

N S

T R

U C

T F

L

IG

H T

L

IN

E F

IL

L S

T A

N D

S

L U

K E A

F B

C E

M B

E R

.1

X

-9

LOCATION

F

IL

L S

T A

N D

S T

H E

R M

O -M

A N

A G

E M

E N

T S

H E

L T

E R

C

G

SEE NOTE 2

SEE NOTE 2

GGG

G GGG

G GGG

EG101

G R

O U

N D

IN

G P

L

A

B M

A S

L O

G

E D

X M

M

I:

d w g s e le c

L U

C

E G .d

C

E G

.d w g in in

24" 0 10'

SCALE.

INCH = 1 FOOT

C SHEET EP501.

2. CONNECT GROUND LOOP TO FILLSTAND PANEL RACK GROUNDING SYSTEM, SEE LOCATION

TO THE STRUCTURAL STEEL MEMBER AT THEIR UPPER AND LOWER EXTREMITIES.

1. DOWN CONDUCTORS COURSED ON STRUCTURAL STEEL COLUMNS SHALL BE CONNECTED

NOTES:

SEE NOTE 1 (TYP)

ROD BOX DETAIL #3 ON SHEET EP501.

COPPERCLAD GROUND ROD. SEE GROUND

CONDUCTOR. MIN. SIZE PER NFPA 780.

MAIN AND DOWN LIGHTNING PROTECTION

33 52 43.13 AND DETAIL ON SHEET MS505.

INSULATING FLANGE SURGE ARRESTER, PER SPECIFICATION

#1/0 BARE COPPER OR AS INDICATED.

SA

G

COUNTERPOISE. #4/0 BARE COPPER.

AIR TERMINAL 24" x 3/8" COPPER.

COPPERCLAD GROUND ROD.

SUPPLEMENTAL LEGEND:

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

LOS ANGELES DISTRICT

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

W P

L -1

-X -X

X X

X

O M

A H

A

N E

B R

A S

K A

W P

L -1

-R -0

L -T

C X

C O

N S

T R

U C

T F

L

IG

H T

L

IN

E F

IL

L S

T A

N D

S

L U

K E A

F B

C E

M B

E R

.1

X

-9

LOCATION

F

IL

L S

T A

N D

S T

H E

R M

O -M

A N

A G

E M

E N

T S

H E

L T

E R

C

(TYPICAL)

SEE NOTE 1

CONTINUATION

SHEET ES401 FOR

SEE LOCATION A

FA101

F

IR

E A

L A

R M P

L

A

B M

A S

L O

G

E D

X M

M

I:

d w g s e le c

L U

C

F A

.d

C

F A

.d w g in in

24" 0 10'

SCALE.

INCH = 1 FOOT

BE SERVED IS REACHED.

CANOPY EDGE CONTINUE THE RMC ALONG CANOPY PERIMETER UNTIL FLAME DETECTOR TO

3. RUN CABLES IN 3/4" RMC UP STRUCTURAL BEAM TO EDGE OF CANOPY. ONCE ON THE

F. 0-20mA OUTPUT

D. TEST FUNCTION

C. RESPONSE TIME OF 5 SECONDS OR LESS

B. MAXIMUM FLAME DETECTION RANGE NO LESS THAN 60'.

A. CONE OF VISION OF NO LESS THAN 100 DEG

FLAME DETECTOR SHALL HAVE THE FOLLOWING DESIGN REQUIRMENTS:

CAUSED BY BURING LIQUID HYDROCARBONS AND SHALL BE DESIGNED FOR USE OUTDOORS.

2. FLAME DETECTOR SHALL BE OF A KIND INTENDED FOR USE IN DETECTING THE FLAMES

HORIZONTAL

SHALL BE AIMED DOWN THE FUELING ISLAND AT A DOWNWARD ANGLE OF 60 DEG FROM

1. FLAME DETECTOR MOUNTED ON STRUCTURAL COLUMN AT 14' AFF. FLAME DETECTOR

NOTES: