4_-_Engineering_Drawings_-_Kimhae_AB.pdf

SECTION 3:

TECHNICAL DOCUMENTS

PROJECT LOCATION

SERVICE STATION

PROJECT LOCATION

JP-8 CUT AND COVER STORAGE

TANK AND PIPING

PROJ

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INDEX OF DRAWINGS

SHEET

ID.

DEFICIENCY FACILITY DESCRIPTION

G-001 -- -- COVER

G-002 -- -- INDEX OF DRAWINGS

G-100 --

FACILITIES

2026 & 2017

FACILITY LOCATION MAP

G-101 -- FACILITY 2017 JP-8 CUT AND COVER STORAGE TANK AND PIPING

G-102 -- FACILITY 2026 SERVICE STATION

C-001 -- --

GENERAL CIVIL NOTES, LEGENDS, AND ABBREVIATIONS

C-101 DEFICIENCY KIM002 FACILITY 2026 MODIFY CONTAINMENT FOR K-LOADER ACCESS

C-105 DEFICIENCY KIM005 FACILITY 2026 PROVIDE SECURITY FENCE AROUND ELECTRICAL CONTROLS

C-110 DEFICIENCY KIM006 FACILITY 2026 INSTALL CANOPY

C-501 DEFICIENCY KIM002 FACILITY 2026 MODIFY CONTAINMENT CONSTRUCTION DETAILS

C-502 DEFICIENCY KIM005 FACILITY 2026 CHAIN LINK SECURITY FENCE DETAILS

C-503 DEFICIENCY KIM005 FACILITY 2026 CHAIN LINK SECURITY SWING GATE DETAILS

S-101 DEFICIENCY KIM006 FACILITY 2026 INSTALL CANOPY

S-301 DEFICIENCY KIM006 FACILITY 2026 INSTALL CANOPY

FM-001 -- --

GENERAL NOTES, LEGEND, AND ABBREVIATIONS

FM-501 DEFICIENCY KIM001 FACILITY 2017 REPLACE VALVES

FM-502 DEFICIENCY KIM004 FACILITY 2026

SWITCH LOCATIONS OF MOGAS AND DIESEL OFF-LOAD

CONNECTIONS TO MEET NFPA REQUIREMENTS

E-001 -- --

ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

E-002 -- -- HAZARDOUS AREAS CLASSIFICATION PLAN

E-003 -- -- HAZARDOUS AREA CLASSIFICATION DETAILS

E-101 DEFICIENCY KIM007 FACILITY 2017 GROUND METAL HATCH

E-103 DEFICIENCY KIM004 FACILITY 2006 SWITCH MOGAS AND DIESEL OFF-LOAD CONNECTION

E-401 DEFICIENCY KIM009 FACILITY 2017 SEAL VARIOUS ELECTRICAL CONDUIT PENETRATION

E-402 DEFICIENCY KIM006 FACILITY 2026 CANOPY LIGHTING PLAN

E-403 DEFICIENCY KIM006 FACILITY 2026 CANOPY LIGHTNING PROTECTION PLAN

E-601 DEFICIENCY KIM008 FACILITY 2017 PROVIDE BACKUP UPS POWER SUPPLY

PROJECT LOCATION

FACILITY 2026

SERVICE STATION

PROJECT LOCATION

FACILITY 2017

JP-8 CUT AND COVER STORAGE

TANK AND PIPING

SCALE: 1:1000

PROJ

DATE

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FACILITIES 2026 & 2017

FACILITY LOCATION MAP

SCALE: 1:1000

SCALE: 1:200

DATE

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DEFICIENCY

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF

DRAWING WHERE

DETAIL IS

SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY

STATEMENT

NUMBER

FACILITY 2017

JP-8 CUT AND COVER

STORAGE TANK AND PIPING

F A

C I L I T

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G-101

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REPLACE VALVES

ROKAF / US

PUMP HOUSE

JP-8 CUT AND

COVER TANK

GROUNDING

PROVIDE UPS FOR

EXISTING PLC

SEAL VARIOUS

PENETRATIONS INTO MCC

CONEX ENCLOSURE TO

PREVENT RODENTS

ENTERING / EXITING

DATE

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MODIFY CONTAINMENT

FOR K-LOADER ACCESS

SWITCH LOCATIONS OF

MOGAS AND DIESEL

OFF-LOAD

CONNECTIONS TO MEET

NFPA REQUIREMENTS

PROVIDE SECURITY

FENCE AROUND

ELECTRICAL CONTROLS

INSTALL CANOPY

FACILITY 2026

SERVICE STATION

F A

C I L I T

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R V

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N

G-102

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MILITARY SERVICE

STATION

DEFICIENCY

TITLE

N-XXXX-XX

X-101

DEFICIENCY / TITLE

1. SEE G-002 FOR FACILITY / DEFICIENCY COORDINATION.

2. CALLOUT IDENTIFIES AFFECTED FACILITY LOCATION.

SHEET NUMBER OF

DRAWING WHERE

DETAIL IS

SHOWN/REFERENCED

DEFICIENCY LOCATION CALLOUT

DEFICIENCY

STATEMENT

NUMBER

CIVIL GENERAL NOTES:

1. EXISTING CONDITIONS WERE TAKEN FROM:

SITE OBSERVATIONS PERFORMED BY POND & COMPANY

AERIAL IMAGERY

2. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ACTUAL EXISTING

CONDITIONS MAY VARY FROM WHAT IS REPRESENTED IN THESE DRAWINGS.

CONTRACTOR SHALL IDENTIFY EXACT UTILITY LOCATIONS IN THE FIELD PRIOR TO

EXCAVATION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO EXISTING

UTILITIES. SOME UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL NOTIFY

CONTRACTING OFFICER OF ANY DIFFERING CONDITIONS PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO

DRAINAGE STRUCTURES AND DITCHES. NATURAL FLOW OF SURROUNDING WATERS

SHALL NOT BE DISTURBED DURING CONSTRUCTION.

4. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED AND MAINTAINED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE

DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL,

STATE AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE A STOCKPILE

MANAGEMENT PLAN WITH SITE SPECIFIC BMP'S.

5. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION

WASTE AND DEBRIS FROM THE SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

6. CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING, UNLESS

OTHERWISE NOTED.

7. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINE, FACE OF CURB, EDGE OF PAVEMENT,

FACE OF WALL, TANK SHELL, FACE OF BUILDING, CENTERLINE OF STRIPING OR EDGE OF

SIDEWALK, UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE BOXES

IMPACTED BY CONSTRUCTION ARE RAISED AND/OR LOWERED TO BE FLUSH WITH

FINISHED GRADES UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL

NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF EXISTING PRESSURIZED UTILITIES

(SUCH AS WATER MAINS) ARE IN CONFLICT WITH NEW GRAVITY SYSTEMS, THE

CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN

PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS

ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS

REQUIRED BY ANY REGULATORY AGENCY.

11. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE GRADES

AND SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR REQUIREMENTS OF

NEW WORK, WHICHEVER IS APPLICABLE.

DETAIL NUMBER

SHEET NUMBERS OMITTED IF SECTION IS CUT

AND/OR DETAILED ON SAME DRAWING.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

X

XXX

SCALE:

DETAIL SCALE

DETAIL TITLE

DETAIL CALLOUT

DETAIL TITLE

DETAIL NUMBER

X

VIEW IDENTIFICATION

XXXXX

XXXX

XXXXX

XXXX

PROJ

DATE

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C-001

J E

J J E

J K

G U

C G

P

APPROX.

ARCH.

BBL

BC

BLDG

BOT

BW

CF

CO

CONC

COR

CPVC

DI

DIA.

DIP

DWCB

EEWS

EFSO

ELEC.

ELEV

EP

ESMT

EX.

FES

FFE

FH

FT

G.A.B.

HDPE

HORZ.

HT

HW

I.D.

I.E.

IN.

INC.

INV

IPF

IPS

JB

LF

LL

LM

LP

m

MAX.

MECH

MES

MIN.

mm

MON.

NO.

NTS

O.C.

OCEW

OCS

O.D.

PK

POB

POL

PROP

PSI

PTP

PVC

QC

RCP

R/W

SD

SF

SPEC

SQ

SS

SSMH

STD

SWM

TBM

TW

TYP

VERT.

WM

WV

WWF

W/

YR

ABBREVIATIONS

APPROXIMATELY

ARCHITECTURAL

BARREL

BACK OF CURB AT FINISHED GRADE

BUILDING

BOTTOM

BOTTOM OF WALL AT FINISHED GRADE

CENTERLINE

CUBIC FEET

CLEAN OUT

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CHLORINATED POLYVINYL CHLORIDE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DOUBLE WING CATCH BASIN

EMERGENCY EYEWASH/SHOWER

EMERGENCY FUEL SHUT OFF

ELECTRICAL

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FLARED END SECTION

FINISH FLOOR ELEVATION

FIRE HYDRANT

FEET

GRADED AGGREGATE BASE

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

HEIGHT

HEADWALL

IDENTIFICATION

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

LINEAR FEET

LAND LOT

LINEAR METER

LIGHT POLE

METER

MAXIMUM

MECHANICAL

MITERED END SECTION

MINIMUM

MILLIMETER

MONUMENT POINT

NUMBER

NOT TO SCALE

ON CENTER

ON CENTER EACH WAY

OUTLET CONTROL STUCTURE

OUTSIDE DIAMETER

POINT KNOWN

POINT OF BEGINNING

PETROLEUM, OILS, AND LUBRICANTS

PROPOSED

POUNDS PER SQUARE INCH

POWER-TELEPHONE POLE

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RIGHT OF WAY

STORM DRAIN

SILT FENCE

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STANDARD

STORM WATER MANAGEMENT

TEMPORARY BENCHMARK

TOP OF WALL

TYPICAL

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WITH

YEAR

DATE

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I M d a

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FACILITY 2026

MODIFY CONTAINMENT FOR

K-LOADER ACCESS

D E

F I C

I E

N C

Y

K

I M

F A

C I L I T

Y

M O

D I F

Y

C

O N

T A

I N

M E

L O

A D

C

E S

S

C-101

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C G

P

SAWCUT 14LM AT LIMITS FOR FULL DEPTH

CONCRETE PAVEMENT REMOVAL. SAWCUT THE

NEAREST JOINT AND REMOVE 23 SQUARE METERS

OF EXISTING CONCRETE PAVEMENT.

SAWCUT LIMITS FOR FULL DEPTH ASPHALT

PAVEMENT REMOVAL. SAWCUT 11LM AND REMOVE

15 SQUARE METERS OF EXISTING ASPHALT

PAVEMENT.

SAWCUT 24LM AT LIMITS AND MILL 41 SQUARE

METERS OF EXISTING ASPHALT PAVEMENT TO A

DEPTH OF 50mm FOR CONSTRUCTION OF ASPHALT

TRANSITION AROUND EXPANDED CONTAINMENT

AREA.

PROTECT EXISTING BOLLARD DURING

CONSTRUCTION

K-LOADER VEHICLE FOOTPRINT

EXISTING DIESEL DISPENSER

PROTECT INLET FROM SEDIMENT DURING

CONSTRUCTION.

EXISTING MOUNTABLE CURB

MATCH EXISTING MOUNTABLE CURB

EXPANSION JOINT. SEE CONCRETE JOINTS DETAIL

B1/C-501.

CONTRACTION JOINT. SEE CONCRETE JOINTS

DETAIL B1/C-501.

KEYNOTES:

M

M

T

Y P

EXISTING SITE AND DEMOLITION PLAN CONTAINMENT PAD EXPANSION PLAN

M

T

Y P

M

SCALE: 1:200

M

T

Y P

2.15M

(TYP.)

SHEET LEGEND

NEW ASPHALT PAVING

NEW 200mm CONCRETE

CONTAINMENT SLABS

EXISTING 200MM CONCRETE

CONTAINMENT SLABS

CONCRETE PAVEMENT REMOVAL

ASPHALT PAVEMENT REMOVAL

ASPHALT MILLING

FLOW ARROW

NOTES:

1. SEE C-001 FOR CIVIL GENERAL NOTES AND

ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY

LOCATION, COORDINATION, & RELATED

DRAWINGS.

DATE

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U T

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R

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A

S

A

N

I N

S T

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M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

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Y

O

F R

E U

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O C

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E N

T S c

N O

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FACILITY 2026

PROVIDE SECURITY FENCE

AROUND ELECTRICAL

CONTROLS

D E

F I C

I E

N C

Y

K

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F A

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Y

P R

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C T

R I C

A L

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L S

C-105

J E

J J E

J K

G U

C G

P

915mm-WIDE, 2150mm-HIGH CHAIN-LINK

PERSONNEL GATE WITH 300mm EXTENSION ARMS

AND 3 STRANDS OF BARBED WIRE

2150mm-HIGH CHAIN-LINK FENCE WITH 300mm

EXTENSION ARMS AND 3 STRANDS OF BARBED

WIRE.

ENSURE FENCE DOES NOT INTERFERE WITH

OPERATION OF EXISTING SLIDING GATE. ADJUST

LOCATION OF FENCE AS NECESSARY.

KEYNOTES:

SCALE: 1:200

NOTES:

1. SEE C-001 FOR CIVIL GENERAL NOTES AND

ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY

LOCATION, COORDINATION, & RELATED

DRAWINGS.

DATE

D A

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FACILITY 2026

INSTALL CANOPY

D E

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K

I M

F A

C I L I T

Y

I N

S T

A L L

C

A N

O P

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C-110

J E

J J E

J K

G U

C G

P

SCALE: 1:200

SAWCUT AT LIMITS FOR FULL DEPTH CONCRETE

PAVEMENT REMOVAL. SAWCUT 34LM AND REMOVE

15 SQUARE METERS OF EXISTING CONCRETE

PAVEMENT.

SAWCUT LIMITS FOR FULL DEPTH ASPHALT

PAVEMENT REMOVAL. SAWCUT 37LM AND REMOVE

23 SQUARE METERS OF EXISTING ASPHALT

PAVEMENT AND HEADER CURB.

PROTECT EXISTING BOLLARDS DURING

CONSTRUCTION

PROTECT INLET FROM SEDIMENT DURING

CONSTRUCTION.

MATCH EXISTING HEADER CURB

KEYNOTES:

SHEET LEGEND

CONCRETE PAVEMENT REMOVAL

ASPHALT PAVEMENT REMOVAL

(TYP)

(TYP)

NOTES:

1. SEE C-001 FOR CIVIL GENERAL NOTES AND

ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY

LOCATION, COORDINATION, & RELATED

DRAWINGS.

SCALE:

APPLY PRIME COAT

APPLY TACK COAT

EX. ASPHALT

PAVEMENT

EX. BASE COURSE

BUILD UP BINDER

COURSE AS

REQUIRED

NEW ASPHALT

SURFACING

(1.5% SLOPE

MIN.)

ASPHALT

TRANSITION

SEE PLANS

CONCRETE

CONTAINMENT

PAD

NEW PCC

PAVEMENT

SCALE:

200mm CONCRETE

#4 @ 300mm O.C.E.W.

SCALE:

MIN. 150mm AGGREGATE BASE

COURSE (100% MOD. PROCTOR)

60mm

100mm

ASPHALT/PCC

EXPANSION JOINT

PROJ

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C-501

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SCALE:

D1

C-501

JOINT DETAIL NOTES:

1. REFERENCE UFC 3-250-08FA FOR PROCEDURES FOR

PREPARING AND SEALING OLD JOINTS IN CONCRETE

PAVEMENT.

2. ALL JOINTS WITHIN FUEL CONTAINMENT AREAS SHALL BE

SEALED WITH JET FUEL RESISTANT JOINT SEALANT. NON JET

FUEL RESISTANT JOINT SEALANT MAY BE USED IN LOCATIONS

OUTSIDE OF THE CONTAINMENT AREAS.

2. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE

COMPATIBLE WITH THE SEALANT AND SLIGHTLY OVERSIZED TO

PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.

3. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 20°C.

4. JOINT CONFIGURATION SHALL MEET JOINT SEAL

MANUFACTURER'S SPECIFICATIONS (EXCEPT AS NOTED ON

PLANS AND IN SPECIFICATIONS.)

5. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESS.

6. IF PAVING OPERATIONS ARE STOPPED FOR MORE THAN

ONE-HALF HOUR, A CONSTRUCTION JOINT SHALL BE USED.

7. PROVIDE EXPANSION JOINTS ADJACENT TO ALL STRUCTURES,

CURB, AND FEATURES WHICH PROJECT THROUGH OR AGAINST

THE PAVEMENT. PROVIDE EXPANSIONS JOINTS BETWEEN

CONCRETE PANELS WHERE PROPOSED JOINT ARE NOT

CONTINUOUS THROUGH ADJACENT PANELS.

8. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED ONLY

WHEN APPROVED BY THE ENGINEER.

NOTES FOR DOWEL AND TIE BAR HOLE

DRILLING AND INSTALLATION

A. DRILLING AND INSTALLATION METHOD SHALL BE CAPABLE OF

MAINTAINING DRILL HOLES AND EMBEDDED BARS: (A)

PARALLEL TO THE CONCRETE AND (B) NORMAL TO THE JOINT

LINE, WITHIN 1mm AT THE END OF THE DOWEL OR TIE BAR

EXCEPT WHERE SPECIFIED OTHERWISE. DRILL HOLES SHALL

BE ACCURATELY LAID OUT SO THAT THE MAXIMUM DEVIATION

DOES NOT EXCEED 25mm. DRILL HOLE DIAMETER TO BE

APPROXIMATELY 3mm CLEAR OF BAR ALL AROUND.

B. AFTER THE DRILLING IS COMPLETE AND PRIOR TO

INSTALLATION OF THE DOWEL OR TIE BARS, THE HOLES SHALL

BE THOROUGHLY CLEANED TO REMOVE DRILLING DUST,

CONCRETE CHIPS, AND ANY MATERIAL DETRIMENTAL TO

BONDING.

C. EPOXY GEL SHALL BE APPLIED TO THE DOWEL AND

SUFFICIENT GEL INJECTED IN THE BACK OF THE TIE BAR HOLE

BY A MECHANICAL MIXING/PUMP DEVICE SO THAT A SLIGHT

AMOUNT OF GEL WILL BE FORCED OUT WHEN THE DOWEL OR

TIE BAR IS INSERTED AND TAPPED TO THE CORRECT

POSITION. IT WILL BE NECESSARY TO TWIST THE BAR BACK

AND FORTH SEVERAL TIMES TO ELIMINATE THE AIR

ENTRAPPED IN THE HOLE. SMALL WEDGES MAY BE USED TO

SUPPORT THE DOWEL OR TIE BAR IN CORRECT ALIGNMENT

UNTIL THE GEL HARDENS.

D. EPOXY GEL SHALL MEET THE STANDARD SPECIFICATION.

ASPHALT PAVEMENTCONCRETE PAVEMENT

SAW CUT 40mm

DEEP (TYP.)

OVERCUT TO

PROVIDE POCKET

OF 12mm TO 20mm

SEE NOTE 3

JOINT SEALANT

DOWEL BAR SCHEDULE

THICKNESS OF SLAB

(T)

DOWEL DIAMETER

(D)

DOWEL

LENGTH

DOWEL

SPACING

300mm400mm20mm< 200mm

300mm400mm25mm200mm - 300mm

CONCRETE JOINTS

SCALE: NTS

EX SUBGRADE

S A

W

C

P

T H

DOWEL

PAVEMENT

TO REMAIN

EX CONC.

DO NOT DAMAGE

EDGE

TYPICAL SAWCUT SECTION

ADJACENT TO EXISTING PAVEMENT TO REMAIN

D

D/2

200mm

200mm

D

AGGREGATE

COURSE

THE DETAILS SHOWN ARE FOR INFORMATION ONLY.

REFERENCE THE FOLLOWING DOCUMENTS FOR DESIGN

GUIDELINES:

UFC 3-250-08FA STANDARD PRACTICE FOR SEALING

JOINTS AND CRACKS IN RIGID AND FLEXIBLE PAVEMENTS

UFC 3-250-01FA PAVEMENT DESIGN FOR ROADS,

STREETS, WALKS, AND OPEN STORAGE AREAS

UFC 3-250-04 STANDARD PRACTICE FOR CONCRETE

PAVEMENTS

PER

MANUFACTURER

RECOMMENDATION

OVERCUT TO PROVIDE

POCKET OF 12mm TO

20mm

20mm ± 2mm

SEALANT DEPTH PER

MANUFACTURER

RECOMMENDATION

3 mm TO 6mm

TO TOP OF

SEALANT

EXPANSION JOINT SEAL DETAIL

JOINT SEALANT

RESILIENT FIBERBOARD

JOINT FILLER - ONE PIECE,

FULL DEPTH, FULL WIDTH

(CAST-IN-PLACE, TOP

PORTION CUT OUT FOR JOINT

SEALER & BACKER ROD)

BACKER

ROD

1/4" BEVELED EDGES (TYP)

6mm

BEVELED

EDGES

(TYP)

12mm TO 16mm

JOINT SEALANT

CONTRACTION JOINT SEAL

DETAIL 'A'

JOINT WIDENING

SAW-CUT

OVERCUT TO

PROVIDE POCKET

OF 12mm TO 20mm.

BACKER ROD

SEALANT DEPTH PER

MANUFACTURER

RECOMMENDATION

3 mm TO 6mm

TO TOP OF

SEALANT

20mm ± 2mm

ASPHALT/PCC PAVEMENT EXPANSION JOINT

DETAIL

B1

NO SCALE

NO SCALE

NO SCALE

NO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 84" TO 9150mm

NO SCALE

NO SCALE

PROJ

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CHAIN LINK SECURITY FENCE

DETAILS

D E

F I C

I E

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Y

K

I M

F A

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Y

C H

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Y

F

E N

T

A I L S

C-502

J E

J J E

J K

G U

C G

SCALE: NTS

LEAF

N

B

R m m

GATE OPENING

3 STRANDS OF BARBED

WIRE (TYP.)

FENCE FABRIC (TYP.)

DIRECTION GATE SWING (TYP.)

CHAIN LINK

FABRIC

LINE POST

N

B

R

VERTICAL BARBED

WIRE APRON

SINGLE OUTRIGGER

TO UNSECURE SIDE

BRACE RAIL

LATCH

BRACE RAIL

GRADE LINE

TRUSS ROD

TRUSS

ROD

GATE FRAME

BRACE RAIL (TYP)

HINGES (TYP)

TRUSS ROD (TYP)

BRACE RAIL (TYP)

LINE POST

GRADE LINE

GATE FRAME

PAVED SUFACE

BITIMINOUS

SAND/GRAVEL

10mm DIA. DROP ROD

(INDUSTRY STANDARD)

m m m m m m m m

P.C. CONC.

m m

255mm m m

GATE POST SCHEDULE

GATE LEAF WIDTH

OUTSIDE DIMENSION

(NOMINAL)

(NOMINAL)

1800mm OR LESS

75mm OD

65mm SQ

100mm OD

MORE THAN 5500mm

220mm OD

170mm OD

DROP ROD

GATE OPENING

GATE LEAF

3 STRANDS OF BARBED

WIRE (TYP.)

CHAIN-LINK

FABRIC

HINGE

HINGE

3 HORIZONTAL STRANDS

OF BARBED WIRE

3 STRANDS OF BARBED

WIRE (TYP.)

A

TOP TENSION WIRE

OR RAIL AS SPECIFIED

TOP TENSION WIRE OR

RAIL AS SPECIFIED (TYP)

OFFSET HINGE STANDARD HINGE

GATE KEEPER

(TO HOLD GATE OPEN)

NOTES:

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

3'-10" FOR POSTS 8 5/8 " 0. D.

3'-4" FOR POSTS 6 5/8 " O. D.

3'-0" MIN. FOR POSTS

4" O. D. & LESS

LATCH

ASSEMBLY

GATE

POST

3 STRANDS

OF BARBED

WIRE

150mm DIA.

P.C. CONC.

400mm DIA. MIN. FOR GATE

POSTS 100mm O. D. & LESS

600mm DIA. FOR GATE

POSTS OVER 100mm O.D.

10mm DIA. TRUSS

RODS (TYP)

NO SCALE

50mm MIN

50mm MAX FOR SENSORED FENCES

125mm MAX FOR NON-SENSORED FENCES

NEW CURB &

GUTTER

10mm EXP.

JOINT

WASHER

NEW GATE

STANDARD

HINGE

NEW GATE

POST FTG.

SEE

ELEVATION

GATE

POST

10mm EXP.

JOINT

GATE

PLAN

SAWCUT

CURB FULL

DEPTH

SAWCUT

GUTTER

3" MIN.

EXIST. CURB &

GUTTER

EXIST.

CURB

25mm ID

STEEL PIPE

PLAN

DOUBLE SWING GATE

ELEVATION

A

GATE POST SECTION

AT CURB AND GUTTER

DROP ROD FOUNDATION

NO SCALE

NO SCALE

PERSONNEL GATE

LATCH ASSEMBLY

DROP ROD ASSEMBLY

1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS

AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND

METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

GREATER THAN 1800mm TO 3650mm

GREATER THAN 3650mm TO 5500mm

BOTTOM TENSION

WIRE OR RAIL AS

SPECIFIED (TYP)

BOTTOM TENSION

WIRE OR RAIL AS

SPECIFIED

3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

50mm NOMINAL (ROUND) OR 50mm NOMINAL (SQUARE). GATE FRAMES

SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING

HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL

BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE

FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

NTS

PROJ

DATE

D A

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CHAIN LINK SECURITY SWING

GATE DETAILS

D E

F I C

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G

A T

E

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A I L S

C-503

J E

J J E

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G U

C G

ALARM HORN AND ALARM BEACON, FUEL SYSTEM

WALL SWITCH AC TYPE, 1-POLE, 20A, 125/277V MT 48" AFF

3-POLE MAGNETIC MOTOR STARTER (NEMA SIZE/NEMA ENCLOSURE)

DISCONNECT SWITCH, (SWITCH AMPS/FUSE SIZE/POLES/NEMA ENCLOSURE),

3-POLE COMBINATION MAGNETIC MOTOR STARTER, FUSIBLE TYPE, (NEMA

INDIVIDUALLY MOUNTED CIRCUIT BREAKER, (CB SIZE/POLES/NEMA ENCLOSURE)

GFI = GROUND FAULT INTERRUPTER; WP = WEATHER PROOF;

EXP = EXPLOSION PROOF; P = RUN PILOT LIGHT

JUNCTION BOX

WALL SWITCH AC TYPE, 3-WAY, 20A, 125/277V MT 48" AFF

NF = NON-FUSED

EQUIPMENT AS INDICATED

PANELBOARD

MOTOR, HP AS INDICATED

SIZE/NEMA ENCLOSURE/FUSE SIZE)

PUSHBUTTON STATION, TYPE AS INDICATED

SYMBOL

DESCRIPTION

LEGEND

SYMBOL DESCRIPTION

MCC MOTOR CONTROL CENTER

VA VOLT AMPERES

WATTS OR WIDTH OR WIRE

WEATHER PROOF

Z

W

WP

IMPEDANCE

PVC POLYVINYL CHLORIDE

REMOTE OPERATOR

REDUCED VOLTAGE

ROOT MEAN SQUARE

SURGE ARRESTOR

TRANSIENT VOLTAGE

UNDERWRITER'S LABORATORIES

UNSHIELDED TWISTED PAIR

SINGLE POLE DOUBLE THROW

SINGLE POLE SINGLE THROWSPST

TW PR

UG

UTP

UL

V

TVSS

TWISTED PAIR

UNDERGROUND

VOLTS

RVNR

SA

SPEC

SPDT

SHLD

ROIP

RLY

RMS

R

SPECIFICATIONS

SHIELDED

RELAY

RADIUS

PRODUCT RECOVERY TANK

NORMALLY CLOSED

MOUNT OR MOUNTED

MAIN LUGS ONLY

MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICAL

NATIONAL FIRE

NATIONAL ELECTRICAL SAFETY CODE

NORMALLY OPEN

NESC

PH

PRT

PNL

NO

P

NFPA

NTS

PHASE

PANELBOARD

NOT TO SCALE

POLES

NC

NEMA

MH

N

MT OR MTD

MLO

NEUTRAL

MANHOLE

MAIN CIRCUIT BREAKER

KILOVOLT - AMPERES

JB

KW

KVA

L

MCB

JUNCTION BOX

KILOWATTS

LENGTH

ABBREVIATIONS

ABOVE FINISHED FLOOR

ALTERNATING CURRENT

ABOVE FINISHED GRADE

AMPERES INTERRUPTING CAPACITY

AUTOMATIC TANK GAUGING

AIR HANDLING UNIT

CURRENT LIMITING FUSE

COMMAND

CIRCUIT BREAKER

AIC

CKT

CNTL

CLF

CMD

ATG

BLDG

CB

C

CIRCUIT

CONTROL

CONDUIT

BUILDING

AC

AFF

AL

AFG

AHU

ABBREVIATION

A OR AMP

ALUMINUM

AMPERES

DESCRIPTION DESCRIPTIONABBREVIATION

RACEWAY EXPOSED

RACEWAY CONCEALED BELOW SLAB/GRADE

RACEWAY RISER TRANSITION

MANHOLE, NUMBER DESIGNATION AS INDICATED

ELECTRICAL CONNECTION

TRANSFORMER

FLEXIBLE METAL CONDUIT (SEE SPECIFICATION

FOR AREAS REQUIRING LIQUIDTIGHT)

DISCONNECT SWITCH

THERMAL OVERLOAD RELAY CONTACT

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

NC & NO LIMIT SWITCH

NC & NO FLOAT SWITCH

CIRCUIT BREAKER

MOTOR WINDING HIGH TEMPERATURE CUTOFF SWITCH

MH1

NC & NO FLOW SWITCH

NC & NO TEMPERATURE SWITCH

NC & NO MOMENTARY PUSHBUTTON

NC & NO TIME DELAY

NC & NO TIME DELAY ON ENERGIZATION SWITCH

2-POSITION SELECTOR SWITCH

3-POSITION SELECTOR SWITCH

PILOT LIGHT - LED TYPE

PROGRAMMABLE LOGICPLC

CP

CT

CATHODIC PROTECTION

CURRENT TRANSFORMER

DEPTH

EMERGENCY FUEL SHUT OFF

EMERGENCY

DC

D

DISC

DPST

EC

EFSO

E

ESO

DPDT

EXISTING

ELECTRICAL

FUEL PUMP

FLOW SWITCH

FUSE

FIBER OPTIC

EXIST OR EX

EWC

EXP

EUH

ELEC

FS

FP

FU

FO

EXPLOSION PROOF

ELECTRIC WATER COOLER

DIRECT CURRENT

EMPTY CONDUIT

DISCONNECT SWITCH

EMERGENCY SHUT OFF

ELECTRIC UNIT HEATER

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

GROUND

HEIGHT

FWE

G OR GND

FVNR

HT

RGS

GFI

HPS

HP

HID

HORSEPOWER

HIGH PRESSURE SODIUM

FURNISHED WITH EQUIPMENT

HIGH INTENSITY DISCHARGE

RIGID GALVANIZED STEEL

GROUND-FAULT-INTERRUPTER

FULL VOLTAGE NON-REVERSING

FTP FUEL TRANSFER PUMP

CU COPPER OR CONDENSING UNIT

COMMONCOM

C1D1 CLASS 1, DIVISION 1

HTR HEATER

ALM ALARM

VLV VALVE

PWR POWER

TWISTED SHIELDED PAIRTSP

NATIONAL ELECTRICAL CODENEC

MTR MOTOR

TYP TYPICAL

GROUND ROD 3/4" X 10"-0" COPPERCLAD, 18" BELOW FINISHED GRADE

MOTOR OPERATED VALVEMOV

O/W OIL/WATER SEPARATOR

FUEL SYSTEM CONTROLFSC

ENERGY MANAGEMENTEMCS

LSH LEVEL SWITCH HIGH

LSHH LEVEL SWITCH HIGH-HIGH

LSL LEVEL SWITCH LOW

LSLL LEVEL SWITCH LOW-LOW

TRANSFORMERTF

NETWORK INTERFACE CARDNIC

FLOW SWITCH

ATS AUTOMATIC TRANSFER SWITCH

FEEDERFDR

FUSE

E/G ENGINE/GENERATOR

SOLENOID

HIGH LEVEL SWITCH

LIMIT SWITCH

PHOTOCELL

MOTOR RATED DISCONNECT SWITCH WITH THERMAL OVERLOADS, SINGLE OR

DOUBLE POLE AS REQUIRED, MT ON UNIT UNLESS INDICATED OTHERWISE

MDP MAIN DISTRIBUTION PANEL

CONTROL SYSTEM

PROTECTION ASSOCIATION

CONTROLLER

SURGE SUPPRESSION

INTERFACE PANEL

NON-REVERSING

ON DE-ENERGIZATION SWITCH

(G=GREEN, R=RED, A=AMBER)

DESCRIPTIONABBREVIATION

LSIG LONG, SHORT, INSTANTANEOUS

GROUND FAULT

FILTER/SEPARATORF/S

HANDHOLEHH

HOA HAND-OFF-AUTO

SWITCHSW

ABOVE GROUNDAG

PB PUSH BUTTON

FT FEET

START/STOPS/S OR SS

SWITCHBOARDSWBD

FUSED CUTOUT

TRANSFER SWITCH

HAND/OFF/AUTO SWITCH

START/STOP PUSHBUTTON

LOCAL/OFF/REMOTE SWITCH

KEYED HAND-AUTO SWITCH

PUSHBUTTON STATION WITH PILOT LAMP, TYPE AS INDICATED

AIR BASEAB

DLA DEFENSE LOGISTICS AGENCY

ENC ENCLOSED

MTS MANUAL TRANSFER SWITCH

PF POWER FACTOR

PMT PAD-MOUNTED TRANSFORMER

PRI PRIMARY

REPUBLIC OF KOREA AIR FORCEROKAF

REDUCED VOLTAGERVAT

AUTOTRANSFORMER

REDUCED VOLTAGE SOFT STARTRVSS

SEC SECONDARY

SPD SURGE PROTECTIVE DEVICE

UNITED STATES AIR FORCEUSAF

WATT HOUR DEMAND METER

WHDM

OVERHEAD CONDUCTORS

G4

G #1/0 BARE COPPER GROUND CONDUCTOR

#4/0 BARE COPPER GROUND CONDUCTOR

CONCRETE POLE

AUX SWITCH FOR CIRCUIT BRKRASM

NORMALLY CLOSED HELD OPENNCHO

MANUAL

DETAIL NUMBER

SHEET NUMBERS OMITTED IF SECTION IS CUT

AND/OR DETAILED ON SAME DRAWING.

SHEET NUMBER OF DRAWING WHERE

DETAIL IS SHOWN/REFERENCED

X

XXX

SCALE:

DRAWING SHEET SCALE

DRAWING SHEET TITLE

DETAIL CALLOUT

DETAIL TITLE

DETAIL NUMBER

X

DETAIL IDENTIFICATION

XXXXX

XXXX

XXXXX

XXXX

1. DRAWINGS ARE IN GENERAL DIAGRAMMATIC IN NATURE. NOT ALL

COMPONENTS ARE SHOWN IN ALL VIEWS. THE CONTRACTOR SHALL MAKE USE

OF THE ENTIRE SET OF DRAWINGS AND REQUIREMENTS IN THE DESIGN

NARRATIVE IN ORDER TO CONSTRUCT A FULLY OPERATIONAL SYSTEM.

2. THE TERM PROVIDE IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF

THE WORK, AND IS HEREBY DEFINED TO REQUIRE CONTRACTOR TO STORE,

FURNISH, INSTALL, MOUNT, CONNECT, CONTROL AND POWER EQUIPMENT

INDICATED, AS WELL AS APPURTENANCES TO MAKE ELECTRICAL SYSTEMS

OPERATE AS INDICATED WITHIN THESE DRAWINGS AND SPECIFICATIONS.

3. THE TERM DEMOLISH IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF

THE WORK, AND IS HEREBY DEFINED TO REQUIRE CONTRACTOR TO

DISCONNECT EQUIPMENT FROM CONNECTIONS, REMOVE FROM THE

GOVERNMENT'S SITE, AND DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE

AND LOCAL LAWS AND ORDINANCES. COST OF DISPOSAL IS ENTIRELY THE

CONTRACTOR'S RESPONSIBILITY. EXCEPTIONS WILL BE WHERE THE

GOVERNMENT WISHES TO RETAIN POSSESSION OF REMOVED EQUIPMENT.

4. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES THROUGH THE

GENERAL CONTRACTOR AND SHALL BE RESPONSIBLE FOR SECURING SPACE

FOR ELECTRICAL EQUIPMENT.

5. EXISTING ELECTRICAL WORK NOT SHOWN SHALL REMAIN. SHOULD EXISTING

ELECTRICAL POWER, LIGHTING OR AUXILIARY CIRCUIT, FEEDER OR EQUIPMENT

BE SEVERED, DISCONNECTED OR DELETED IN THE PROCESS OF

CONSTRUCTION UNLESS IT IS SPECIFICALLY DESIGNATED BY THE DRAWINGS

TO BE DELETED, THEN SAID CIRCUIT OR FEEDER SHALL BE RESTORED TO A

FIRST CLASS CONDITION. THE RESTORATION SHALL INCLUDE REROUTING,

RELOCATION, RECONNECTION OR REPLACEMENT. SUCH WORK REQUIRED

SHALL BE INCLUDED IN THE CONTRACT AT NO ADDITIONAL COST TO THE

GOVERNMENT.

GENERAL NOTES:

E L E

C T

R I C

A L

G

E N

E R

A L

N

O T

E S

L E

G E

N D

A

B

R E

V I A

T I O

N S

E-001

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SHEET

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R

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J E

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H O

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A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

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M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

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T S c

N O

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F C

S i t e

F o l l o w o n

D e s i g n C

A D

B

I M

C

A D

K i m h a e E d i l

NOTES:

CLASSIFICATION LEGEND:

CLASS I, DIVISION 1, GROUP D

HAZARDOUS AREA (T3, 200 DEGREES C MAX)

NONCLASSIFIED AREA

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. DETAIL APPLIES TO ABOVE GROUND PIPING WITH VALVES, SCREWED

FITTINGS, FLANGES, OR SIMILAR ACCESSORIES.

3. ALL ELECTRICAL WORK IN HAZARDOUS AREAS SHALL BE IN

ACCORDANCE WITH NATIONAL ELECTRICAL CODE, ARTICLE 501 FOR

CLASSIFICATION INDICATED.

4. THIS SITE PLAN DOES NOT SHOW ALL HAZARDOUS CLASSIFICATION

HATCHING DUE TO COMPLEXITY. REFER TO DETAILS ON E-003.

B3

TANK TRUCK LOAD/UNLOAD

E-003

D1

ABOVE GROUND PIPING

E-003

B5

FUEL DISPENSER

E-003

CLASS I, DIVISION 2, GROUP D

HAZARDOUS AREA (T3, 200 DEGREES C MAX)

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D e s i g n C

A D

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C

A D

K i m h a e E d i l

A

B1

ABOVE GROUND TANK

E-003

SCALE: 1:100

H A

Z A

R D

O U

S

A

R E

A

S S

I F

I C

A T

I O

N

P

L A

N

E-002

A T

H A

T H

K L A

W B

C

SCALE: 1:100

HAZARDOUS AREA CLASSIFICATION PLAN

D A

T E

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D S

G N

D R

R E

V I S

I O

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C H

K

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L

L

G

H T

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R

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E R

V E

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C H

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A

B

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H O

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C

H M

H I L L

T H

C

U M

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A

E A

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A

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I G

C O

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O R

A T

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A

N

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F E

S S

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V I C

E

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P E

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F R

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N O

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D e s i g n C

A D

B

I M

C

A D

K i m h a e E d i l

A

BELOW GRADE LOCATION

SUCH AS SUMP OR TRENCH

10'-0" 10'-0"

FINISHED GRADE

SOURCE 3'-0"

3'-0" RADIUS

10'-0"

2'-0"

FUEL PUMP

SOURCE

3'-0"

10'-0"

PIT COVER

OR OPENING

5'-0" RADIUS

10'-0"

GRADE

NOTE 1

GRADE

2'-0"

3'-0" RADIUS

DIVISION 2,

10'-0" 10'-0"

SCALE: NONE

D1

ABOVE GROUND PIPING

SCALE: NONE

C3

MISCELLANEOUS PUMP

SCALE: NONE

C1

TANK PIT (TYP.)

TANK TRUCK LOAD/UNLOAD

SCALE: NONE

B3

10'-0"

TANK

GRADE

ABOVE GROUND HORIZONTAL TANK

SCALE: NONE

B1

SUCH AS SUMP OR TRENCH

BELOW GRADE LOCATION

FUEL DISPENSER

18"

20'-0"

FUEL DISPENSER

FUEL DISPENSER (TYP.)

SCALE: NONE

B5

NOTES:

1. DETAIL APPLIES TO ABOVE GROUND PIPING

WITH VALVES, SCREWED FITTINGS, FLANGES,

OR SIMILAR ACCESSORIES.

2. ALL ELECTRICAL WORK IN HAZARDOUS AREAS

SHALL BE IN ACCORDANCE WITH NATIONAL

ELECTRICAL CODE, ARTICLE 501 FOR

CLASSIFICATION INDICATED.

HAZARDOUS AREA T3, 200 DEGREE C MAX

CLASS I, DIVISION 1, GROUP D

HAZARDOUS AREA T3, 200 DEGREE C MAX

CLASS I, DIVISION 2, GROUP D

NONCLASSIFIED AREA

CLASSIFICATION LEGEND:

H A

Z A

R D

O U

S

A

R E

A

C

L A

S S

I F

I C

A T

I O

N

D

E T

A I L S

E-003

A T

H A

T H

K L A

W

SCALE: NONE

GROUND METAL HATCH

NOTES:

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND,

AND ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,

COORDINATION, & RELATED DRAWINGS.

3. PROVIDE AND INSTALL GROUND ROD IN GRASS AREA FOR

EACH HATCH. PROVIDE 2 METERS OF #1/0 AWG BARE

COPPER GROUND CONDUCTOR FROM METAL HATCH TO

GROUND ROD.

D E

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D e s i g n C

A D

B

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C

A D

K i m h a e E

K

I M d i l

A

C4

E-101

GROUND ROD

B4

E-101

GROUND CABLE CONNECTIONS

NOTE 3

NOTE 3

GROUND ROD (TYP.)

SCALE: NTS

19mm X 3000mm COPPER-CLAD

STEEL GROUND ROD. REFER

TO PLAN FOR LAYOUT

TYPICAL EXOTHERMIC WELD CABLE

TO GROUND ROD CONNECTION.

TOP OF GROUND ROD SHALL BE

BELOW TOP OF FINISHED GRADE

C4

GROUND CABLE CONNECTIONS (TYP.)

SCALE: NTS

B4

D A

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A

SCALE: 1:100

D E

F I C

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F A

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E-103

A T

H A

T H

K L A

W B

C

NOTES:

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND,

AND ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,

COORDINATION, & RELATED DRAWINGS.

3. CONTRACTOR SHALL TURN OFF THE POWER SOURCE AND

VERIFY ALL EXISTING CONNECTION PRIOR TO ANY WORK.

4. DISCONNECT AND PULL BACK THE EXISTING WIRING TO

EXISTING CONDUIT BODY AT THE CURB.

5. PLACE THREE NEW EXPLOSION PROOF JUNCTION BOXES

AT THE TOP LEVEL OF THE CURB. EXTEND THREE NEW

CONDUITS WITH #10AWG FOR PUMP POWER, AND #12 AWG

FOR CONTROL CIRCUITS FROM JUNCTION BOXES TO NEW

LOCATION OF SIMPLEX PANEL. SPLICE THE THE NEW

CONDUCTORS IN THE JUNCTION BOXES, AND VERIFY

CORRECT OPERATION OF OFF LOAD CONNECTION.

SCALE: NONE

MOGAS AND DIESEL OFF-LOAD CONNECTION DEMO

NOTE 3,4

NOTE 5

NEW MOGAS AND DIESEL OFF-LOAD CONNECTION

MCC ENCLOSURE

NOTES:

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND,

AND ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,

COORDINATION, & RELATED DRAWINGS.

3. SEAL VARIOUS CONDUIT PENETRATION INTO MCC

ENCLOSURE WITH A RODENT RESISTANT EXPANDABLE

FOAM OR APPROVED ALTERNATE TO PREVENT RODENTS

FROM ENTERING ELECTRICAL ENCLOSURE.

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S i t e

F o l l o w o n

D e s i g n C

A D

B

I M

C

A D

K i m h a e E

K

I M d i l

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,

COORDINATION, & RELATED DRAWINGS.

3. PROVIDE AND INSTALL NEW 1-POLE, 20A CIRCUIT BREAKERS IN

EXISTING POWER PANEL.

4. PROVIDE AND INSTALL 3-WAY, 20A SWITCH. ROUTE 2#12 & #12G

FROM 20A CIRCUIT BREAKER TO CANOPY LIGHTING CIRCUIT.

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

S T

R U

C T

I O

N

K I M

H A

E

A

S

E

S

O U

R

E A

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B

C

D

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H M

H i l l

A

F C

S i t e

F o l l o w o n

D e s i g n C

A D

B

I M

C

A D

K i m h a e E

K

I M d i l

A

B5

LIGHT FIXTURE (TYP)

E-402

SCALE: 1:100

D E

F I C

I E

N C

Y

K

I M

F A

C I L I T

Y

C A

N O

G

H T

I N

G

P

L A

N

E-402

A T

H A

T H

K L A

W B

C

EVLS HAZARD-GUARD LIGHT FIXTURE

SCALE: NTS

B5

DESIGN BASIS - CROUSE-HINDS: EVLS-SERIES

OR APPROVED EQUAL

CANOPY LIGHTING ELECTRICAL PLAN

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,

COORDINATION, & RELATED DRAWINGS.

3. CONTRACTOR SHALL CONTRACT WITH CERTIFIED AND LICENSED

LIGHTNING PROTECTION INSTALLER. INSTALLER SHALL COMPLETE

DESIGN AND INSTALL OF LIGHTNING PROTECTION SYSTEM.

PROJ

DATE

D A

T E

N O

D S

G N

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R E

V I S

I O

N

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K

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B Y

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SHEET

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

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N

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I O

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E

A

S

E

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B

C

D

1 2 3 4 5 a c p s e r v e r p o n d c o c o m r e s o u r c e s V o l C

H M

H i l l

A

F C

S i t e

F o l l o w o n

D e s i g n C

A D

B

I M

C

A D

K i m h a e E

K

I M d i l

A

A5

LIGHTNING PROTECTION AIR

TERMINAL BASE WITH SWIVEL

E-403

SCALE: 1:100

LIGHTNING PROTECTION AIR

SCALE: NONE

A5

TERMINAL BASE WITH SWIVEL

AIR TERMINAL

SWIVEL

BASE

CONDUCTOR

GROUNDING CONNECTION

SCALE: NONE

EXPOSED DOWNLEAD TO

C5

CANOPY COLUMN

COPPER LOOP TYPE PROTECTOR

PIPE ANCHOR. FURNISHED WITH

1/4" X 1-1/4" ANCHOR. FOUR

REQUIRED PER PROTECTOR.

SPACE EVENLY IN A SIMILAR

MANNER AS SHOWN.

COPPER CABLE. COURSE CABLE

BELOW GRADE TO 3/4' X 10'

COPPER-CLAD GROUND ROD

1" POLYVINYLCHLORIDE (PVC) SCHEDULE 80

PROTECTOR PIPE. ONE REQUIRED PER EACH

DOWNLEAD TO EXTEND FROM ROOF TO 6

INCHES ABOVE TOP OF CONCRETE. SEAL

ENDS OF PROTECTOR PERMANENTLY

AGAINST WATER INTRUSION WITH DUCT SEAL.

C5

EXPOSED DOWNLEAD TO

GROUNDING CONNECTION

E-403

D E

F I C

I E

N C

Y

K

I M

F A

C I L I T

Y

C A

N O

G

H T

N I N

G

P

R O

T E

C T

I O

N

P

L A

N

E-403

A T

H A

T H

K L A

W B

C

GROUND ROD (TYP.)

SCALE: NTS

19mm X 3000mm COPPER-CLAD

STEEL GROUND ROD. REFER

TO PLAN FOR LAYOUT

TYPICAL EXOTHERMIC WELD CABLE

TO GROUND ROD CONNECTION.

TOP OF GROUND ROD SHALL BE

BELOW TOP OF FINISHED GRADE

A4

A4

GROUND ROD (TYP.)

E-403

CANOPY LIGHTNING PROTECTION PLAN

PLC CABINET

NOTES:

1. SEE E-001 FOR ELECTRICAL GENERAL NOTES, LEGEND,

AND ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR DEFICIENCY LOCATION,

COORDINATION, & RELATED DRAWINGS.

3. PROVIDE AND INSTALL A NEW 1000VA UPS IN THE PLC

CABINET. UPS SHALL BE EATON POWERWARE 9130-SERIES

1000VA 120V OUTPUT OR APPROVED EQUIVALENT. INSTALL

UPS TO BE IN SERIES WITH EXISTING 120V CONTROL

POWER SOURCE AND EXISTING PLC POWER INPUTS.

D E

F I C

I E

N C

Y

K

I M

F A

C I L I T

Y

P R

O V

I D

E

B

A C

K U

P

U

W

P

P L Y

E-601

A T

H A

T H

K L A

W B

C

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

V I S

I O

N

C H

K

A P

V D

B Y

A P

V D

SHEET

DWG

C H

L

L

G

H T

S

R

E S

E R

V E

D

C H

L L

A

B

E

U

S E

D

O

R

T

F

H

O

J E

T

H O

I T

T E

N

A

U T

H O

R I Z

A T

I O

N

O

F

C

H M

H I L L

T H

C

U M

E N

T

A

E A

S

A

S

I G

C O

R P

O R

A T

R

E I N

A

S

A

N

I N

S T

R U

M E

P

R O

F E

S S

I O

N A

L

S

E R

V I C

E

O

P E

R T

Y

O

F R

E U

D

O C

U M

E N

T S c

N O

T

F

N

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I O

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E

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S

E

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D

1 2 3 4 5 a c p s e r v e r p o n d c o c o m r e s o u r c e s V o l C

H M

H i l l

A

F C

S i t e

F o l l o w o n

D e s i g n C

A D

B

I M

C

A D

K i m h a e E

K

I M d i l

A

24V DC

POWER SUPPLY