1.8_Drawings-ELECTRICAL.pdf

OR

MH-###

T3

ELECTRICAL MANHOLE, T3 = TYPE 3

PLAN SYMBOLS

INDICATES A CONDUIT CONCEALED IN FLOOR EMBEDDED

CONCRETE OR UNDERGROUND DIRECT BURIED

HOMERUN TO PANEL "PA". "3" IS THE CIRCUIT NO.

INDICATES A CONDUIT IS EXPOSED

LIQUIDTIGHT FLEXIBLE CONDUIT

EXPLOSION-PROOF FLEXIBLE CONDUIT

X

X

X

X

XXX

X

X

X

X

CONDUIT OR CIRCUIT CONTINUED ON ANOTHER PLAN OR

VIEW

CONDUIT TURNED DOWN

CONDUIT TURNED UP

STUBBED AND CAPPED CONDUIT

GROUNDING CONNECTION, IRREVERSIBLE COMPRESSION

GROUNDING CONNECTION, BOLTED

PLAN SYMBOLS CONTINUED

DIAGRAM SYMBOLS

SRx

R G

XOO

OOX

A B

C

A

O

H

M

GROUND ROD

AIR TERMINAL

GROUND COUNTERPOISE #4/0 BARE CU

G #1/0 BARE CU (BELOW GRADE), UON

GROUND REEL

MAIN AND DOWN CONDUCTORS

GROUND BUS BAR

GFI

WP

S

SINGLE-POLE LIGHT SWITCH, 20A, 120/277 VAC

UE UE

LSL

M

J

E E

E/UC

ELECTRICAL DUCTBANK (CONCRETE-ENCASED)

ELECTRICAL MULTI DIRECT BURIED CONDUITS

FS

HS

LT

JY

TS

LSLL

LSH

LSHH

TT

DT

CHH-##

T3

COMMUNICATIONS HANDHOLE, T3 = TYPE 3

SINGLE POLE TOGGLE SWITCH, 20A, 120/277VAC, OC =

OCCUPANCY SENSOR, WP = WEATHERPROOF, 3 = 3-WAY

OC

S

ENCLOSURE

DRAWOUT CONNECTION

LOAD BREAK ELBOW

LIGHTNING ARRESTOR

TRANSFER SWITCH

AS NOTED

MOTOR STARTER

NEMA SIZE AS NOTED

LIGHTNING ARRESTOR

NUMBER OF UNITS INDICATED

DIAGRAM SYMBOLS CONTINUED

ABBREVIATIONS

A AMPERES (AMP)

AC ALTERNATING CURRENT

AF AMPS FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING CAPACITY

AMI ADVANCED METERING INFRASTRUCTURE

ANG AIR NATIONAL GUARD

APPROX APPROXIMATE

AST ABOVE GROUND STORAGE TANK

AT AMPS TRIP

ATG AUTOMATIC TANK GAUGING

C CONDUIT

CKT CIRCUIT

COM COMMUNICATION

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

CPT CONTROL POWER TRANSFORMER

CU COPPER

DB DUCTBANK

DC DIRECT CURRENT

DCW DOMESTIC COLD WATER

DPDT DOUBLE POLE DOUBLE THROW

DS DISCONNECT SWITCH

DT DENSITY TRANSMITTER

DWH DEMAND WATT-HOUR

EFSO EMERGENCY FUEL SHUTOFF

EHH ELECTRICAL HANDHOLE

EMH ELECTRICAL MANHOLE

ERx EMERGENCY POWER DOWN RELAY #x

EOL END OF LINE

EP INDICATES EXPLOSION PROOF EQUIPMENT CLASS 1, GROUP D

HAZARDOUS AREA

EPDS EMERGENCY POWER DOWN SYSTEM

FB FULL BORE

FLA FULL LOAD AMPS

FO FIBER OPTIC

FT FEET, FLOW TRANSMITTER

GFEP GROUND FAULT EQUIPMENT PROTECTION

GFI GROUND FAULT INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL

GVFF GROUND VEHICLE FUELING FACILITY

HHT HYDRANT HOSE TRUCK

HP HORSEPOWER

HS HAND SWITCH

HZ HERTZ

I/O INPUT/OUTPUT

INCL INCLUDING

INST INSTRUMENT / INSTRUMENTATION

I.S. INTRINSICALLY SAFE

JY SOLENOID

KVA KILOVOLT-AMPS

KAIC KILOAMPS INTERRUPTING CAPACITY

KW KILOWATT

LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT

LS LEVEL SWITCH

LSH LEVEL SWITCH, HIGH

LSH LEVEL SWITCH, HIGH-HIGH

LSL LEVEL SWITCH, LOW

LSLL LEVEL SWITCH, LOW-LOW

LT LEVEL TRANSMITTER

LTG LIGHTING

MCC MOTOR CONTROL CENTER

ME MOISTURE ELEMENT

MIN MINIMUM

MOV MOTOR OPERATED VALVE

MPC MINI-POWER CENTER

MWTS MOTOR WINDING TEMPERATURE SWITCH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NO NORMALLY OPEN

OS OCCUPANCY SENSOR

P POLE

PB PANELBOARD / PUSHBUTTON

PC PHOTOCELL

PCP PUMP CONTROL PANEL

PDS DIFFERENTIAL PRESSURE SWITCH

PH PHASE

PIT PRESSURE INDICATING TRANSMITTER

PLC PROGRAMMABLE LOGIC CONTROLLER

PT PRESSURE TRANSMITTER

PR PAIR

PRI PRIMARY

PVC POLYVINYL CHLORIDE

RTD RESISTANCE TEMPERATURE DEVICE

RTRC REINFORCED THERMOSETTING RESIN CONDUIT

RGS RIGID GALVANIZED STEEL CONDUIT

Smep STARTER - MANUAL/EXPLOSION PROOF

STP STRIPPER PUMP

SW SWITCH

SWP STORM WATER PUMP

SYM SYMMETRICAL

TEMP TEMPERATURE

TLP TANK LEVEL PANEL

TS TEMPERATURE SWITCH

TSP TWISTED SHIELDED PAIR

TT TEMPERATURE TRANSMITTER

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UTP UNSHIELDED TWISTED PAIR

V VOLTS

WP WEATHERPROOF

XFMR TRANSFORMER

1. SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE, UON.

2. MOUNTING HEIGHT INDICATED IN LEGEND AND ON THE OTHER

DRAWINGS SHALL BE THE DISTANCE MEASURED FROM THE CENTER OF

DEVICE TO THE FINISHED FLOOR OR GRADE.

3. MOUNTING HEIGHT FOR LIGHT FIXTURES SHALL BE FROM THE BOTTOM

OF THE FIXTURE TO THE FINISHED FLOOR OR FINISHED GRADE.

4. NOT ALL SYMBOLS SHOWN ON THIS DRAWING ARE USED IN THIS

PROJECT.

5. ALL JUNCTION BOXES SHALL BE RATED NEMA 4X WHEN LOCATED

OUTDOORS, UON.

6. COORDINATE ALL NEW DUCTBANKS WITH OTHER UTILITIES IN THE

AREA.

7. PROVIDE AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR

FOR ALL CIRCUITS IN CONDUITS OR RACEWAYS.

8. ALL ELECTRICAL WORK AND MATERIAL IS NEW, AND PROVIDED BY THE

CONTRACTOR UNLESS INDICATED OTHERWISE.

GENERAL ELECTRICAL NOTES:

PC

DUCTBANK WITH PRIMARY ELECTRICAL AND

COMMUNICATIONS (CONCRETE-ENCASED)

PA-3

GROUND TEST BOX

POLE MOUNTED LUMINARE,

WITH LETTER INDICATING FIXTURE TYPE

A A

JUNCTION BOX

MOTOR

ALARM HORN

EXIT SIGN

WALL PACK

LIGHT FIXTURE WITH

BATTERY BACKUP

PHOTOCELL

OR

3 POSITION SELECTOR SWITCH:

X REPRESENTS CLOSED AND O REPRESENTS OPEN

IN VARIOUS SWITCH POSITIONS

FLOW SWITCH, NORMALLY OPEN, CLOSED ON

DETECTION OF FLOW.

NORMALLY OPEN TIME DELAY RELAY CONTACT, DELAY

ON DEENERGIZATION

TIME DELAY RELAY CONTACTS, DELAY ON ENERGIZATION

(A) NORMALLY CLOSED

(B) NORMALLY OPEN

LIMIT SWITCH, NORMALLY OPEN

LIMIT SWITCH, NORMALLY CLOSED

LEVEL SWITCH, NORMALLY OPEN

LEVEL SWITCH, NORMALLY CLOSED

OVERLOAD

INDICATING LIGHTS, RED, GREEN

TEMPERATURE SWITCH

FUSE

EXPULSION FUSE

TRANSFORMER

PUSHBUTTON, MOMENTARY, NORMALLY OPEN,

NORMALLY CLOSED

RELAY, CONTACT (NORMALLY OPEN)

CIRCUIT BREAKER

MOTOR (HP SIZE AS INDICATED)

DASHED LINE INDICATES WIRING REMOTE FROM DEVICE. WIRE

COLOR DESIGNATION: B-BLACK, R-RED, BL-BLUE, ETC. SOLID

LINE INDICATES CIRCUITRY WITHIN THE DEVICE.

HEATER

TRANSFORMER, DELTA-GROUNDED WYE

100AF (BREAKER CONTINUOUS CURRENT RATING AS INDICATED).

3P (# OF PHASES AS INDICATED). 150-580AT (BREAKER TRIP

SETTING RANGE AS INDICATED).

COMBINATION MOTOR CIRCUIT PROTECTOR AND SINGLE SPEED,

NON-REVERSING MAGNETIC STARTER WITH CONTROL POWER

TRANSFORMER FULL VOLTAGE STARTER (TYPE AND NEMA SIZE

AS INDICATED).

SOLENOID VALVE COIL

CONNECTION

DISCONNECT SWITCH

CONTACTOR

HAND-OFF-AUTOMATIC SELECTOR SWITCH

(A)CONTACT-NORMALLY OPEN

(B)CONTACT-NORMALLY CLOSED

GROUND CONNECTION

100AF, 3P

150-580AT

A

B

WP

DUPLEX CONVENIENCE RECEPTACLE, 2 POLE 3 WIRE,

GROUNDING TYPE, 20A, 125V, NEMA 5-20R. MOUNT 18"

AFG UNLESS OTHERWISE NOTED.

TELEPHONE, MOUNTED 48" AFF TO CENTER,

WEATHERPROOF WHERE INDICATED.

EXPLOSION-PROOF CONDUIT SEAL

EXPLOSION-PROOF CONDUIT UNION

DISCONNECT SWITCH

EMERGENCY FUEL SHUTOFF STATION (A2, B4 SHEET ES501)

FLOW SWITCH

HAND SWITCH

DENSITY TRANSMITTER

LEVEL TRANSMITTER

TEMPERATURE TRANSMITTER

SOLENOID

TEMPERATURE SWITCH

LEVEL SWITCH, LOW

LEVEL SWITCH, LOW-LOW

LEVEL SWITCH, HIGH

LEVEL SWITCH, HIGH-HIGH

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

H T

B U

R N

S

M c D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

D

2 3

C

4 5

A

B

E-001

94893E-001.DWG

ELECTRICAL LEGEND,

ABBREVIATIONS & GENERAL NOTES

A. FANGMAN

NOVEMBER 2016 J. LITTLE

S. LACY

STATIC GROUND

UC UC

COMMUNICATIONS DUCTBANK (CONCRETE-ENCASED)

K

KEYED BYPASS

HIGH MAST LIGHT

ELECTRICAL PRIMARY UNDERGROUND

(CONCRETE-ENCASED)

UE/UC

DUCTBANK WITH ELECTRICAL AND COMMUNICATIONS

(CONCRETE-ENCASED)

P

D

E

T

D

W

J

J

F

J F

J F

J F

J F

J

F

J F

J F

J F

J F

H

T

P

G

S

G

S

S

S

S

S

UNK

E O

I

8"P

VC

D

E

T

T

SPSP

D

MONITORING

WELL (TYP)

W

D D

W

EXISTING

MOORING

POINT (TYP)

C

A

G o b e m a s t r

I

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

J F

J F

J F

JF

JF

JF

JF

JF

JF

JF

JF

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

D

2 3

C

4 5

A

B

ES051

94893ES051.DWG

HAZARDOUS AREA PLAN

A. FANGMAN

MARCH 2017 J. LITTLE

S. LACY

B1

HAZARDOUS AREA PLAN - FUELING AREA

SCALE: 1" = 20'

N

20' 40'0

CLASS I, DIVISION 1, GROUP D

CLASS I, DIVISION 2, GROUP D

NON-CLASSIFIED

LEGEND: THIS DRAWING ONLY

THE ENTIRE VOLUME OUTDOORS UNDER

THE CANOPY SHALL BE CONSIDERED A

CLASS I, DIVISION 2, GROUP D HAZARDOUS

LOCATION. ELECTRICAL EQUIPMENT UNDER

CANOPY SHALL BE RATED FOR CLASS I,

DIVISION 1 HAZARDOUS AREA. REFER TO

EP101 FOR ADDITIONAL DETAILS ON PUMP

SHELTER ELECTRICAL EQUIPMENT

CLASSIFICATION.

SPACE WITHIN VAULT TO TOP OF VAULT IS

CLASS I, DIVISION 1 HAZARDOUS AREA.

SPACE WITHIN 10 FEET OF THE VAULT AND

EXTENDING 18 INCHES ABOVE GRADE IS

CLASS I, DIVISION 2 HAZARDOUS AREA.

REFER TO DETAIL B1 ON ES052 FOR

TYPICAL HAZARDOUS AREAS ASSOCIATED

WITH ABOVEGROUND STORAGE TANKS.

SPACE WITHIN PIT/VAULT TO TOP OF

PIT/VAULT IS CLASS I, DIVISION 1

HAZARDOUS AREA. SPACE WITHIN 10 FEET

OF THE PIT/VAULT AND EXTENDING 18

INCHES ABOVE GRADE IS CLASS I, DIVISION

2 HAZARDOUS AREA.

KEYED NOTES: THIS DRAWING ONLY

FLANGES (TYP)

ES052

A2

1. ALL EQUIPMENT INSTALLED WITHIN

HAZARDOUS AREAS SHALL BE LABELED AS

SUITABLE FOR USE IN THE HAZARDOUS

AREA. ALL ELECTRICAL EQUIPMENT SHALL

BE INSTALLED IN ACCORDANCE WITH NEC

REQUIREMENTS FOR SUCH AREAS.

2. ALL HEAT-PRODUCING EQUIPMENT SHALL

BE LABELED WITH AN NEC TEMPERATURE

IDENTIFICATION CODE OF T3 MINIMUM (E.G.

T3A IS ACCEPTABLE, T2D IS

UNACCEPTABLE).

3. THIS DRAWING REPRESENTS GENERAL

IDENTIFICATION OF HAZARDOUS AREA

CLASSIFICATIONS. REFER TO THE DETAILS

ON ES052, SPECIFICATIONS, API 500, AND

NEC ARTICLES 500, 501, 513, 514 AND 515

FOR ADDITIONAL REQUIREMENTS.

4. THIS FACILITY RECEIVES/DISTRIBUTES THE

FOLLOWING PRODUCTS ASSOCIATED WITH

THIS PROJECT:

F-24 - CLASS II LIQUID (CONSIDERED CLASS

I WHEN PRESSURIZED PER UFC

3-460-01)

GENERAL NOTES: THIS DRAWING ONLY

A1

HAZARDOUS AREA PLAN - APRON AREA

SCALE: 1" = 100'

N

100' 200'0

ES052

C1

(TYP)

VENTS (TYP)

ES052

B1

PRODUCT

RECOVERY TANK

10' RADIUS

ISOLATION

VALVE VAULT

ISOLATION

VALVE VAULT

HYDRANT PIT

(TYP)

LOW POINT

DRAIN

UNLOADING

EQUIPMENT PAD

OIL/WATER

SEPARATOR

VAULT

LOADING

EQUIPMENT PAD

SPILL CONTROL

PIT

FILTER / SEPARATORS

& STRAINERS

ES052

A1

EXISTING

TANK 1

EXISTING

TANK 2

NEW TANK 3

PUMP SHELTER

FUEL TRUCK

HAZARDOUS

AREA

ES052

A4

UNLOADING

ISLANDS

LOADING

ISLANDS

DIVERSION

PIT

SUMP

SEPARATOR

(TYP)

ES052

A1

LOW POINT

DRAIN

FUEL STORAGE TANK

c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

D

2 3

C

4 5

A

B

CLASS I, DIVISION 1, GROUP D

CLASS I, DIVISION 2, GROUP D

NON-CLASSIFIED

LEGEND: THIS DRAWING ONLY

B1

FUEL STORAGE TANK HAZARDOUS AREA DETAIL

SCALE: NOT TO SCALE

DIKE /

CONTAINMENT WALL

ANY BELOW GRADE

DEPRESSION

FLOATING PAN

TANK VENT

OR MANWAY

10' EXTENDING IN

ALL DIRECTIONS

5' EXTENDING IN

ALL DIRECTIONS

10'

A1

STRAINERS/FILTER/SEPARATOR/ SUMP

SEPARATORS/FUEL BUCKET DRAIN

SCALE: NOT TO SCALE

A4

FUEL TRUCK HAZARDOUS AREA DETAIL

SCALE: NOT TO SCALE

ES052

94893ES052.DWG

HAZARDOUS AREA DETAILS

A. FANGMAN

NOVEMBER 2016 J. LITTLE

S. LACY

EXPLOSION PROOF

ENCLOSURE OR

INSTRUMENT

EXPLOSION PROOF

UNION (TYP)

EXPLOSION PROOF

SEAL-OFF (TYP)

EXPLOSION PROOF

LIQUID TIGHT FLEXIBLE

METAL CONDUIT (TYP)

18" MAX

M

A X

CLASS I, DIVISION 2

ENCLOSURE OR

INSTRUMENT

LIQUIDTIGHT

FLEXIBLE METAL

CONDUIT (TYP)

NON-EXPLOSION

PROOF ENCLOSURE

OR INSTRUMENT

CLASS I, DIVISION 1 CLASS I, DIVISION 2 NON-HAZARDOUS AREA

GRADE

BELOW GRADE

TRANSITION

10' MAX10' MAX

GRADE

ABOVE GRADE

TRANSITION

BELOW GRADE

TRANSITION

10' MAX10' MAX

GRADE

ABOVE GRADE

TRANSITION

BELOW GRADE

TRANSITION

B3

TYPICAL CONDUIT AND EQUIPMENT REQUIREMENTS FOR HAZARDOUS AND NON-HAZARDOUS AREAS.

SCALE: NOT TO SCALE

CONDUIT SEAL OFF FOR ABOVE GRADE ROUTED

CONDUIT SHALL BE WITHIN 10' OF EITHER SIDE OF

BOUNDARY. NO UNIONS, COUPLINGS, BOX, OR OTHER

FITTING EXCEPT FOR A LISTED EXPLOSION-PROOF

REDUCER AT THE SEAL-OFF IS PERMITTED BETWEEN

THE SEAL-OFF AND BOUNDARY.

PROVIDE SEAL-OFF WITHIN 18" OF ENCLOSURE, SIMILAR

TO CLASS I DIVISION 1 INSTALLATION, WHEN

ENCLOSURE IS REQUIRED TO BE EXPLOSION-PROOF IN

A CLASS I DIVISION 2 AREA.

NO UNIONS, COUPLINGS, BOX, OR OTHER FITTING

EXCEPT FOR A LISTED EXPLOSION-PROOF REDUCER AT

THE SEAL-OFF IS PERMITTED BETWEEN THE SEAL-OFF

AND GRADE.

USE PVC TYPE EB SCH.20 WHEN ROUTING IN CONCRETE

ENCASED DUCTBANK. USE PVC COATED RGS WHEN

ROUTING DIRECT BURIED CONDUIT. USE PVC COATED

RGS FOR ALL ELBOWS WHEN CONCRETE ENCASED OR

DIRECT BURIED. CONTRACTOR HAS OPTION TO

PROVIDE RTRC CONDUIT IN CONCRETE-ENCASED

DUCTBANKS AS A SUBSTITUTE FOR PVC TYPE EB

SCH.20 ONLY. REFER TO DETAIL B3 ON ES501 FOR

INFORMATION ON TRANSITIONING ABOVE GRADE FROM

DUCTBANK. BELOW GRADE CONDUIT SHALL BE

MINIMUM 1". UON.

PVC COATED RGS. ABOVE GRADE CONDUIT SHALL BE

MINIMUM 3/4", UON.

USE PVC COATED RGS WHEN ROUTING CONDUIT

OUTSIDE. USE EMT OR RGS WHEN ROUTING INDOORS.

ABOVE GRADE CONDUIT SHALL BE MINIMUM 3/4", UON.

ALL ENCLOSURES AND FITTINGS SHALL BE APPROVED

FOR CLASS I, DIVISION 1 AREAS.

ALL ENCLOSURES AND FITTINGS SHALL BE APPROVED

FOR CLASS I, DIVISION 2 AREAS EXCEPT WHERE

ARCING OR SPARKING DEVICES ARE CONTAINED

WITHIN ENCLOSURE AT WHICH POINT ENCLOSURES

SHALL BE RATED FOR CLASS I, DIVISION 1 AREAS.

ALL OUTDOOR ENCLOSURES SHALL BE NEMA 4X

STAINLESS STEEL, UON.

PROVIDE EXTERNAL BONDING JUMPER SECURED WITH

CABLE TIES PER NFPA 70, 501.30.

KEYED NOTES: THIS DRAWING ONLY

GRADE

SOURCE

ENCLOSURE

GRADE

10' 10'

10'

BELOW GRADE

LOCATION SUCH AS

SUMP OR TRENCH

BELOW GRADE

LOCATION SUCH

AS SUMP OR

TRENCH

10'

3' RADIUS

5' RADIUS

A2

PUMPS (LESS THAN 275 PSIG) AND PIPING

WITH VALVES, SCREWED FITTINGS, FLANGES

OR SIMILAR ACCESSORIES - OUTDOORS

SCALE: NOT TO SCALE

5'-0" (TYP)

T

Y P

NON-CLASSIFIED

1. THE AREA EXTENDING 5 FEET HORIZONTALLY FROM AIRCRAFT POWER PLANTS, AIRCRAFT FUEL TANKS OR AIRCRAFT

STRUCTURES CONTAINING FUEL. EXTENDING UPWARD FROM GROUND TO LEVEL 5 FEET ABOVE UPPER SURFACE OF

WINGS AND OF ENGINE ENCLOSURES SHALL BE A CLASS I, DIVISION 2, GROUP D HAZARDOUS AREA.

2. ANY BELOW GRADE AREA, BENEATH A HAZARDOUS AREA, SHALL BE A CLASS I, DIVISION 1 GROUP D HAZARDOUS AREA.

NOTES:

NON-CLASSIFIED

ANY BELOW GRADE

AREA BENEATH

HAZARDOUS AREA

(SEE NOTE 2)

C1

HAZARDOUS AREA CLASSIFICATION AROUND AIRCRAFT

SCALE: NOT TO SCALE

TRUCK VENT

15' EXTENDING IN

ALL DIRECTIONS

3' EXTENDING IN

ALL DIRECTIONS

3' EXTENDING IN

ALL DIRECTIONS

POINT OF

CONNECTION

GRADE

10'

HAZARDOUS AREA

AROUND VENT ONLY

APPLICABLE TO

TRUCK LOADING

P

P

V

C

8"P V

C

D

I

D

I

D

I

P

V

C

G

S

G

S

S

S

S

C

E

S

U N

K

EO

I

8"P

VC

D

E

T

T

SPSP

TRANS

SWITCH

BOX

TRANS

SWITCH

D

SWITCH

BOX

SWITCH

BOX

SWITCH

BOX

FDC

FDC

FDC

PIV

FDC

W

D D

W

T

PIV

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

J F

J F

J F

J F

J F

JF

JF

JF

JF

JF

JF

J F

J F

JF

JF

JF

JF

JF

JF

J F

J F

U

E

X

U

E

X

U E

X

U

E

X

U

E

X

U

E

X

U

E

X

U E

X

U

E

X

U

E

X

U E

X

U E

X

U

E

X

U

E

X

U E

X

U E

X

U E

X

U E

X

S

D

D

PIV

W

W

W

W

W

A

N

CO

W

W

W

W

W

W

D

S

A

N

S

A

N

S

ST

D

D

PIV

D

CO

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U

E

U

E

U

E

U

E

U

E

UE

E

U

C

E

U

C

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

D

2 3

C

4 5

A

B

ES101

94893ES101.DWG

OVERALL ELECTRICAL SITE PLAN

A. FANGMAN

MARCH 2017 J. LITTLE

S. LACY

A1

OVERALL ELECTRICAL SITE PLAN

SCALE: ########

N

SEE DRAWING ES503

FOR STATIC

GROUNDING DETAILS

ROUTE ELECTRICAL DUCTBANK

ALONG SIMILAR PATH AS JET FUEL

LINE. MAINTAIN A MINIMUM OF 3'

SEPARATION BETWEEN JET FUEL

LINE AND ELECTRICAL DUCTBANK

EXISTING ELEC.

MANHOLE

(MH-E3)

EXISTING COMM.

MANHOLE

(MH 6)

EXISTING 15KV

SECTIONALIZING

CABINET

CHH-2

T1

CHH-1

T1

CHH-3

T1

CHH-4

T1

ES402

A1

DIRECTIONAL BORING

REQUIRED BETWEEN WEST

APRON EDGE AND EXTENT

OF FUEL PIPE TRENCH.

PROVIDE HDPE PIPE AT

MINIMUM 36" BELOW GRADE.

EPDS-10

EPDS-11

EPDS-12

EPDS-13

60' 120'0

ES501

A2

(TYP APRON

EPDS STATIONS)

BUILDING 72

BUILDING 7

MH 7

MH 8

MH 9

HH 9-1

HH 10

MH 0

MH 11

MH 11-1

ES102

A1

1"C: C.MCC.EPDS11-13;

S.CMH1.CHH4

B1 HYDRANT PIT AND HPV

GROUNDING IS BID OPTION #2.

PROVIDE AIRCRAFT STATIC

GROUNDS AS PART OF BASE

BID.

SEE DRAWING C504 FOR

STATIC GROUND LAYOUT (TYP)

CONTRACTOR SHALL PROVIDE DIRECTIONAL BORING

CALCULATIONS BY A REGISTERED PROFESSIONAL

ENGINEER TO VERIFY MAXIMUM TENSILE FORCES AND

BEND RADII ARE NOT EXCEEDED AS PART OF THIS

WORK. PROVIDE CALCULATIONS TO GOVERNMENT FOR

REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF

WORK.

REFER TO EP604 FOR COMM WORK ASSOCIATED WITH

BUILDINGS 7 & 72 AND MANHOLE 11 & 12.

PROVIDE SEAL-OFFS FOR ALL CONDUITS ENTERING

HANDHOLE THAT PREVIOUSLY ROUTED BENEATH A

HAZARDOUS AREA (TYP. ALL HANDHOLES)

KEYED NOTES: THIS DRAWING ONLY

2"C: C.MCC.EPDS12-13;

S.CMH1.CHH4

EXISTING 4" C:

PRI-1

A3

A2

A1

B1

B2

1. REFER TO B3 ON DRAWING ES052 FOR CONDUIT

AND EQUIPMENT INSTALLATION REQUIREMENTS.

GENERAL NOTES: THIS DRAWING ONLY

SEE DRAWING ES503 FOR ISO VALVE

VAULT GROUNDING DETAILS

(TYP LPD AND HPV LOCATIONS)

C509

A1

ISOLATION

VALVE VAULT

PROVIDE

REINFORCEMENT PER

DETAIL B1/ES501 (TYP)

TO MH 12 AND INTO BUILDING 7

(SEE REFERENCE DRAWING R-001)

P

V

C

P

V

C

G

S

D

E

T

T

D

D D

E x

J

F

J

F

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

J F

J F

J F

J F

J

F

J F

J F

J F

J

F

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

E E

E E

A

A

A

A

A

A

U

E

E

E

UC

U

C

U

E

U

E

U

E

U

E

U

E

U

E

U E

U

C

A

E

U

C

E

U

C

E

U

C

E

U

C

E

U

C

E

U

C

E

U

C

U E

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

D

2 3

C

4 5

A

B

ES102

94893ES102.DWG

FUELING ELECTRICAL SITE PLAN

A. FANGMAN

DECEMBER 2016 J. LITTLE

S. LACY

A1

FUELING ELECTRICAL SITE PLAN

SCALE: 1" = 20'

N

20' 40'0

G-PS

T-PS1

EXISTING B39

GENERATOR

EXISTING B39 225KVA

PAD-MOUNTED TRANSFORMER

EPDS-8

EPDS-7

M A

T C

H L

I N

E

S

R A

W I N

G

E

S

O

N

T I N

U A

T I O

N

MATCHLINE: SEE DRAWING ES101 FOR CONTINUATION

WORK ASSOCIATED WITH THE 12.47 KV

FEEDER AND SITE COMMUNICATIONS

SHALL BE PERFORMED IN THE

FOLLOWING PHASES:

PHASE 1A - PROVIDE NEW

MANHOLES, EMH-1 & CMH-1, AT

THE LOCATIONS INDICATED

(COORDINATE LOCATIONS AND

BURIAL DEPTHS WITH CIVIL

DRAWINGS).

PHASE 1B - PROVIDE NEW COMM.

AND ELECTRICAL DUCTBANKS AS

INDICATED (COORDINATE BURIAL

DEPTHS WITH CIVIL DRAWINGS).

COORDINATE CROSSING OF NEW

AND EXISTING DUCTBANKS.

PHASE 2A - REMOVE EXISTING

12.47 KV FEEDER (ROUTED

THROUGH EXISTING

UNDERGROUND ELECTRICAL

DUCTBANK) FROM BUILDING 39

TRANSFORMER BACK TO

SECTIONALIZING CABINET.

RE-FEED BUILDING 39

TRANSFORMER FROM

SECTIONALIZING CABINET

THROUGH NEW DUCTBANK WITH

NEW 12.47 KV FEEDER, PRI-1. PRI-1

SHALL BE OF SUITABLE LENGTH

FOR FUTURE PULL TO T-PS1

TRANSFORMER.

PHASE 2B - PULL EXISTING

COMMUNICATIONS CONDUCTORS

(ROUTED THROUGH EXISTING

UNDERGROUND COMM.

DUCTBANK) FROM BUILDING 39

"MECHANICAL ROOM" EQUIPMENT

BACK TO MH 6-5. RE-FEED

BUILDING 39 "MECHANICAL ROOM"

EQUIPMENT THROUGH NEW

COMM. DUCTBANK WITH T.B72.PS

(FIBER) AND T.B72.B39 (COPPER).

REFER TO SPLICE REQUIREMENTS

ON EP604. FIBER SHALL BE OF

SUFFICIENT LENGTH FOR FUTURE

PULL TO NEW CONTROL ROOM.

PHASE 3 - CONSTRUCTION OF

TRANSFORMER T-PS1 AND

DEMOLITION OF ALL EXISTING

UNDERGROUND COMM. AND

ELECTRICAL DUCTBANKS.

PROVIDE FINAL PORTION OF NEW

ELECTRICAL DUCTBANK TO T-PS1

(COORDINATE BURIAL DEPTHS

WITH CIVIL DRAWINGS).

PHASE 4 - PULL PRI-1 TO BUILDING

39 TRANSFORMER BACK TO EMH-1

AND THEN ROUTE TO T-PS1

THROUGH NEW DUCTBANK.

PROVIDE PRI-2 TO BUILDING 39

TRANSFORMER FROM FEED-THRU

INSERTS AT T-PS1 THROUGH NEW

DUCTBANK. REFER TO EP604 FOR

FINAL FIBER AND COPPER

CONFIGURATION.

ELECTRICAL PHASING KEYED NOTES:

EXISTING COMM.

MANHOLE

(MH 6-5)

EXISTING ELEC.

MANHOLE

(MH-E2)

FUELS CONTROL CENTER

(BUILDING 39)

EXISTING

TANK 1

EXISTING

TANK 2

NEW

TANK 3

PUMP

SHELTER

ES401

A1

EL101

EP101

EG101

EG102

A1

1. CONTRACTOR SHALL MINIMIZE DOWNTIME AND COORDINATE WITH NORTH CAROLINA

ANG TO SCHEDULE OUTAGES FOR BUILDING 39. CONTRACTOR SHALL COORDINATE

ELECTRICAL PHASING WITH WORK ASSOCIATED WITH OTHER DISCIPLINES.

2. SEE DRAWINGS CD103 AND CD104 FOR ADDITIONAL INFORMATION REGARDING

EXISTING ELECTRICAL UTILITIES TO BE DEMOLISHED BY CONTRACTOR.

3. REFER TO B3 ON DRAWING ES052 FOR CONDUIT AND EQUIPMENT INSTALLATION

REQUIREMENTS.

GENERAL NOTES: THIS DRAWING ONLY

3 6

EI505

B4

NEW ELECTRICAL MANHOLE (EMH-1). CONNECT ALL

INCOMING GROUND COUNTERPOISE SYSTEMS TO

MANHOLE GROUND AND ELECTRODE.

NEW COMMUNICATIONS MANHOLE (CMH-1).

EXISTING 600V, 60A, DISCONNECT SWITCH AND

480V:240/120V, 1Ø, 25KVA TRANSFORMER FOR ANG

CBRN RESPONSE VEHICLE POWER.

DEMOLISH EXISTING CIRCUIT AND RE-FEED 60A

DISCONNECT SWITCH.

DEMO EXISTING LIGHT FIXTURE. INSTALL NEW

FIXTURE ON EXISTING LIGHT POLE. PROVIDE

NECESSARY MOUNTING AND ADAPTER EQUIPMENT TO

MOUNT NEW FIXTURE AND ARM TO EXISTING POLE.

RECOAT EXISTING LIGHT POLE (DARK BRONZE) AND

ALL ASSOCIATED EQUIPMENT, EXCLUDING FIXTURE.

DEMO EXISTING EPDS STATION, RECEPTACLE, AND

ASSOCIATED CONDUIT/CONDUCTORS.

REFER TO CD103 FOR HIGH MAST LIGHTING

DEMOLITION. RETURN ASSOCIATED LIGHTING PANEL

AND CONTROLS TO ANG PERSONNEL FOLLOWING

DEMOLITION.

REFER TO EP604 FOR COPPER AND FIBER SPLICE

REQUIREMENTS WITHIN EXISTING MH 6-5.

CONNECT INCOMING CONDUIT TO EXISTING

UNDERGROUND CONDUIT STUBBED INTO BASE OF B39

TRANSFORMER PRIMARY SECTION. PROVIDE

ADAPTERS AS NECESSARY TO MAKE CONNECTION.

CONNECT GROUND TO EXISTING TRANSFORMER

GROUND SYSTEM.

REPLACE EXISTING GATE OPERATOR.

REFER TO DETAIL B1, ES501 FOR DUCTBANK

CONSTRUCTION AND OFFSET REQUIREMENTS FROM

OTHER UTILITIES. COORDINATE WITH PROPOSED

CIVIL UTILITIES. SEE CIVIL UTILITY SHEETS FOR

ADDITIONAL INFORMATION.

KEYED NOTES: THIS DRAWING ONLY

EXISTING

EPDS (TYP. 2

UNLOAD AND

LOAD PADS)

CMH-1

T4

EMH-1

T4

GATE

OPERATOR

(EAST)

ES504

C4

1"C: C.MCC.EPDS7

1"C: PA-7;

1"C: PA-39;

1"C: PB-26;

S.EHH1.EHH2;

S.CHH5.EHH2;

#4/0 BARE CU

(3) 4"C: SEC-1;

S.TPS1.MDS

(2) 4"C: P.GPS.ATS;

S.GPS.ATS;

1"C: C.GPS.ATS;

1"C: PB-35, PB-39

6"C: PRI-1;

6"C: PRI-2;

S.EMH1.TPS1

4"C: T.B72.B39, T.PS.B39;

S.CMH1.B39.1;

1"C: C.MCC.EPDS1, C.PCP.B39MCC;

S.CMH1.B39.2

4"C: T.B72.PS, T.PS.B39;

S.CMH1.PS;

1"C: C.MCC.EPDS1, C.MCC.EPDS10-13;

1"C: C.PCP.B39MCC;

S.CMH1.PCP;

S.CMH1.DESK;

S.CMH1.MCC

6"C: PRI-2;

S.EMH1.TB39

1"C: C.MCC.EPDS10-13;

S.CMH1.CHH4

1"C: PA-40;

#4/0 BARE CU

SITE COMM (THRU CMH-1)

4"C: T.B72.B39, T.B72.PS

S.MH65.CMH1

SITE POWER (THRU EMH-1)

6"C: PRI-1

S.MHE2.EMH1

1"C: PA-44;

#4/0 BARE CU

LOADING

EQUIPMENT

PAD

UNLOADING

EQUIPMENT PAD

EXISTING 4"

CONDUIT: PRI-1

CHH-1

T1

ES501

B4

(TYP)

M A

T C

H L I N

E

S

A

W I N

G

E

S

N

T I N

U A

T I O

N

KEYPAD

1"C: PA-43

S.CHH5.GOE

ES503

B5

PROVIDE REINFORCEMENT

PER DETAIL B1/ES501. (TYP)

S

H

T

P

P

V

C

8"P V

C

D

I

P

V

C

P

V C

G

H

S

G

S

S

S

S

C

E

S

U N

K

EO

I

8"P

VC

D

D

D

E

T

T

SPSP

D

TRANS

SWITCH

BOX

TRANS

SWITCH

D

SWITCH

BOX

SWITCH

BOX

SWITCH

BOX

FDC

FDC

FDC

PIV

FDC

W

D D

W

PIV

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

C o b e m a s t

I

U

E

X

U

E

X

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

D

2 3

C

4 5

A

B

ES103

94893ES103.DWG

OVERALL APRON SITE LIGHTING

P. O'GORMAN

APRIL 2017 D. BRUEMMER

S. LACY

A1

OVERALL APRON SITE LIGHTING

SCALE: 1" = 80'

N

80' 160'0

EXISTING APRON HIGH MAST LIGHT.

REPLACE ALL HID LAMPS WITHIN EACH

FIXTURES. FIXTURES SHALL BE RE-AIMED

TO ACCOUNT FOR REVISED PARKING

POSITIONS. RE-AIM FIXTURES AT 62.5

DEGREES. SEE DETAILS ON DRAWING

ES505 (TYP OF 8)

1. EXISTING FIXTURES ARE A2 1000 SERIES

AKTRA II CUTOFF 875W HID.

2. CONTRACTOR SHALL REPLACE 875W PS-MH

LAMP WITH NEW LAMP (MINIMUM 100,000

LUMEN OUTPUT) AND SHALL CLEAN

INTERIOR AND LENS OF FIXTURE PRIOR TO

AIMING. CONTRACTOR SHALL VERIFY EXACT

LAMP TYPE FOR EACH FIXTURE PRIOR TO

ORDERING LAMPS.

GENERAL NOTES: THIS DRAWING ONLY

HIGH MAST LIGHT

DESIGNATION (TYP)

BUILDING 50

BUILDING 59

SEE ES402 FOR

CONTINUATION

CD

D

C

D

D

D

P

V

P

V

CD CD CD CD

UE UE UE UE UE UE UE UE UE UE UE UE

ZSO

ZSO

LSHH

LSH

LSL

LSLL

UIT

LSHH

LSH

LSL

LSLL

ZSC

ZSO

ZSC

ZSO

ZSC

ZSO

UIT

UIT

LSHH

LSH

LSL

LSLL

ZSC

ZSO

ZSC

ZSO

ZSC

JY

ZSC

ZSO

ZSC

JY

ZSC

ZSO

ZSC

JY

ZSC

ZSC

J

J

J

J

J

J

J

J

J

J

J

J

J

J

J

J

M

M

M

UI

UI

UI

S S

S

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

D

2 3

C

4 5

A

B

ES401

94893ES401.DWG

ENLARGED PLAN - STORAGE TANKS

A. FANGMAN

FEBRUARY 2017 J. LITTLE

S. LACY

A1

ENLARGED PLAN - STORAGE TANKS

SCALE: 1" = 10'

N

0 10' 20'

BARTON 3500, RTU 8130, AND MODEM EQUIPMENT ASSOCIATED

WITH EXISTING ATG SYSTEM FOR TANKS 1 AND 2 SHALL REMAIN

ACTIVE DURING CONSTRUCTION. TEMPORARY RELOCATION

OUT OF AREA OF DISTURBANCE WILL BE REQUIRED. SUPPLY

TEMPORARY POWER FROM OPERATIONS BUILDING 39 AND

RE-FEED COMMUNICATIONS CABLING AS NECESSARY TO

CONNECT TO EXISTING VAREC FUELSMANAGER DEFENSE

WORKSTATION. SEE DRAWING EI505 FOR FINAL ATG

CONFIGURATION.

RELOCATE RECTIFIER 1 (TANKS 1 AND 2) PREVIOUSLY LOCATED

ALONG SOUTH CONTAINMENT WALL TO LOCATION INDICATED.

LOCATE NEW RECTIFIER 3 (HYDRANT LOOP) AT SAME LOCATION.

NOT USED.

DEMOLISH EQUIPMENT ASSOCIATED WITH EXISTING PRODUCT

SAVER TANK. REFER TO MD901 FOR TANK DEMO INFORMATION.

PROVIDE 120V, 20A OUTDOOR EXPLOSIONPROOF SINGLE-POLE

SWITCH, MOUNTED AT BASE OF TANK STAIRS. SWITCH SHALL

CONTROL LOCAL TANK'S STAIR LIGHTING ONLY.

APPROXIMATE LOCATIONS WHERE CIRCUITS FOR LEVEL

SWITCHES (FOR BOTH TANKS) AND CONTROL VALVE (FOR TANK

2) TRANSITION BELOW GRADE. THIS EQUIPMENT SHALL REMAIN

ACTIVE UNTIL TANK MODIFICATIONS BEGIN. TEMPORARILY

RE-FEED AS NECESSARY.

CIRCUITS FROM PANELBOARDS AND CIRCUITS LISTED IN

PRIMARY AND SECONDARY CIRCUIT SCHEDULE SHALL ROUTE

THRU EHH HANDHOLES. ALL OTHER CIRCUIT DESIGNATIONS

SHALL ROUTE THRU CHH HANDHOLES. MAINTAIN ADEQUATE

SEPARATION FOR INTRINSICALLY SAFE CIRCUITS AS REQUIRED

BY NEC 504.30. PROVIDE SEAL-OFFS FOR ALL CONDUITS

ENTERING/EXITING HANDHOLES EXCLUDING CONDUITS FROM

PUMP SHELTER CONTROL ROOM.

KEYED NOTES: THIS DRAWING ONLY

TANK-3

(NEW)

TANK-2

(EXISTING)

PRODUCT

RECOVERY

TANK

(NEW)

HLCV-3

8" DBB

RECEIPT

12" DBB

ISSUE

4" DBB LOW

SUCTION

12" DBB

ISSUE

4" DBB LOW

SUCTION

12" DBB

ISSUE

4" DBB LOW

SUCTION

HLCV-1

8" DBB

RECEIPT

HLCV-2

8" DBB

RECEIPT

EPDS-9 (MOUNT

TO HANDRAIL)

1"C:

C.PCP.T3.ZS2

1"C:

C.PCP.T3.ZS3

1"C:

IC.ATG.T3,

PB-32

1"C:

C.PCP.T3.ZS1

1"C:

C.PCP.T3.L

1"C: C.MCC.T3.JY,

C.PCP.T3.ZS4

1"C:

C.PCP.T1.ZS2

1"C:

C.PCP.T1.ZS3

1"C:

IC.ATG.T1,

PB-32

1"C:

C.PCP.T1.ZS1

1"C:

C.PCP.T1.L

1"C: C.MCC.T1.JY,

C.PCP.T1.ZS4

1"C:

C.PCP.T2.ZS2

1"C:

C.PCP.T2.ZS3

1"C:

IC.ATG.T2,

PB-32

1"C:

C.PCP.T2.ZS1

1"C:

C.PCP.T2.L

1"C: C.MCC.T2.JY,

C.PCP.T2.ZS4

1. ALL CONDUIT IN CONTAINMENT AREA SHALL BE ROUTED

ABOVE GRADE ALONG PIPING OR DIKE WALL. PLANS MAY

NOT DIRECTLY REFLECT THIS AND ARE DIAGRAMMATIC IN

NATURE.

2. REFER TO B3 ON DRAWING ES052 FOR CONDUIT AND

EQUIPMENT INSTALLATION REQUIREMENTS.

3. REFER TO CATHODIC PROTECTION DRAWINGS FOR

EQUIPMENT REQUIREMENTS ASSOCIATED WITH THE

CATHODIC PROTECTION SYSTEM.

GENERAL NOTES: THIS DRAWING ONLY

F

F

F

F F

F

EHH-1

T2

ES502

A1

1"C:

C.MCC.EPDS9

1"C: C.MCC.EPDS7;

1"C: PA-7;

1"C: PA-39;

1"C: PB-26;

S.EHH1.EHH2;

S.CHH5.EHH2

1"C: C.MCC.EPDS8

TEMPORARY

ATG EQUIPMENT

LOCATION

SEE ES102 FOR

CONTINUATION

SEE ES102 FOR

CONTINUATION

SEE ES102 FOR

CONTINUATION

CHH-5

T2

1"C: PA-28

1"C: PA-22

PRP-1

PRP-2

PRP-3

1"C: PA-34

1"C:

PB-20

1"C: PA-43

1"C: PA-44

S.CHH5.GOE

1"C: PA-40

1"C: PA-16

1"C: PA-40

1"C: PA-43

1"C: PA-44

1"C: PB-29

1"C: PB-31

1"C: PB-33

1"C: PB-40

1"C: C.MCC.EPDS8

1"C: P.MCC.FTP1

1"C: C.MCC.FTP.FS, C.MCC.FTP.TS, C.MCC.FTP.H

1"C: C.PCP.PRT.ZSC

1"C: IC.ATG.PRT, IC.ATG.PRT.LD (I.S.)

1"C: C.MCC.PRT.L1, C.MCC.PRT.L2, C.MCC.PRT.L3 (I.S.)

S.EHH1.CW.2;

S.CHH5.CW.2;

S.EHH1.PRT

S.CHH5.PRT

S.CHH5.GOE

2-1/2"C: C.PCP.T1.ZS1, C.PCP.T1.ZS2, C.PCP.T1.ZS3,

C.PCP.T1.ZS4, C.PCP.T1.L, C.PCP.T2.ZS1, C.PCP.T2.ZS2,

C.PCP.T2.ZS3, C.PCP.T2.ZS4, C.PCP.T2.L, C.PCP.T3.ZS1,

C.PCP.T3.ZS2, C.PCP.T3.ZS3, C.PCP.T3.ZS4, C.PCP.T3.L,

C.PCP.PRT.ZSC

2"C: C.MCC.T1.JY, C.MCC.T2.JY, C.MCC.T3.JY, C.MCC.EPDS7,

C.MSS.EPDS8, C.MCC.EPDS9, C.MCC.FTP.H, C.MCC.FTP.TS,

C.MCC.FTP.FS

1"C: C.MCC.PRT.L1, C.MCC.PRT.L2, C.MCC.PRT.L3 (I.S.)

1"C: IC.ATG.T1, IC.ATG.T2, IC.ATG.T3

1"C: IC.ATG.PRT, IC.ATG.PRT.LD (I.S.)

S.MCC.CHH5

S.PS.CHH5

S.PCP.CHH5

1"C: PA-7, PA-40, PB-20, PB-40

1"C: PA-16, PA-22, PA-28, PA-34

1"C: PA-39, PA-43

1"C: PA-44

1"C: PB-26

1"C: PB-29

1"C: PB-31

1"C: (3) PB-32

1"C: PB-33

2"C: P.MCC.FTP1

S.MCC.EHH1

S.PNLS.EHH1

DUCTBANK CALLOUTS:

1"C: PB-20

1"C: PB-20

1"C: PB-20

EL501

A4

(TYP)

F

F

F

F

F

F

F

F

F

TANK-1

(EXISTING)

1"C:

IC.ATG.UI1

1"C:

IC.ATG.UI2

1"C:

IC.ATG.UI3

F

EL501

A4

(TYP)

A

A

EPDS-8

ES502

A3

(TYP)

RECTIFIER 2

EXISTING

RECTIFIER

LOCATION

1"C: PB-29

1"C: PB-33

1"C: PB-31

RECTIFIERS

1 & 32

EXISTING ATG

EQUIPMENT

LOCATION

S.EHH1.CW.2;

S.CHH5.CW.2

S.EHH1.CW.1;

S.CHH5.CW.1

H

P

8"P V

C

D

D

D

TRANS

SWITCH

SWITCH

BOX

1 STORY

METAL FRAME

BUILDING

SWITCH

S

J F

J F

UE

UE

UE

UE

UE

UC

UC

UC

UC

UC

U

C

U

C

UC

UC

UC

UC

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

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ES402

94893ES402.DWG

ENLARGED PLAN - NORTH ENTRANCE

A. FANGMAN

MAY 2017 J. LITTLE

S. LACY

A1

ENLARGED PLAN - NORTH ENTRANCE

SCALE: 1" = 20'

N

GATE

OPERATOR

(WEST)

ES504

C4

20' 40'0

LIGHT POLE

TO REMAIN.

DEMOLISH EXISTING LIGHT FIXTURES. PROVIDE NECESSARY MOUNTING AND ADAPTER EQUIPMENT TO MOUNT NEW

FIXTURE AND ARM TO EXISTING POLE. RECOAT EXISTING LIGHT POLE (DARK BRONZE) AND ALL ASSOCIATED EQUIPMENT, EXCLUDING FIXTURE.

REPLACE EXISTING 40A BREAKER #2 WITH 100A 3-POLE BREAKER, MATCHING KAIC AND TYPE AS EXISTING. REPLACE 15KVA, 208Y/120V:480V DELTA TRANSFORMER WITH 30KVA 208V DELTA :480Y/277V UL LISTED DRY-TYPE TRANSFORMER. REPLACE

EXISTING DISCONNECT SWITCH WITH 50A, 600V FUSED DISCONNECT SWITCH. PROVIDE 3-#1AWG, BETWEEN NEW BREAKER

AND TRANSFORMER AND 2-#6 AWG BETWEEN TRANSFORMER SECONDARY AND NEW DISCONNECT SWITCH. PROVIDE #2

GND CONDUCTOR BETWEEN PANELBOARD AND TRANSFORMER ENCLOSURE AND GROUND TRANSFORMER NEUTRAL TO

NEW GROUND ROD LOCATED OUTSIDE BUILDING 59. RE-FEED EXISTING AND RELOCATED LIGHTING CONTACTORS.

KEYED NOTES: THIS DRAWING ONLY

EXISTING

EPDS (TYP.

4 ISLANDS)

RELOCATE EXISTING EFSO STATION, PUMP

CONTROL STATION, STANDS, AND SIGNAGE FROM

WEST END OF UNLOAD ISLAND TO EAST END.

PROVIDE CONDUIT AND CONDUCTORS,

MATCHING EXISTING, AND TIE INTO EXISTING

STUB-UPS FOR ROUTING AND RE-COMMISSION

SYSTEMS.

1"C: PA-40

1"C: PA-7

#4/0 BARE CU

1"C: PA-39;

S.EHH2.GOW

EXISTING ELECTRICAL RACK

AND LIGHTING CONTROLS

ES402

C4

C4

EXISTING ELECTRICAL RACK AND LIGHTING CONTROLS

SCALE: NOT TO SCALE

A4

EXISTING ELECTRICAL RACK AND LIGHTING CONTROLS

SCALE: NOT TO SCALE

1"C: PA-7;

1"C: PB-26;

S.EHH2.TPL;

#4/0 BARE CU

EXISTING LIFT STATION 208V, 3PH. LIFT STATION

MOTOR STARTER (2 SUBMERSIBLE PUMPS).

DEMOLISH ASSOCIATED CONDUIT AND

CONDUCTORS TO PANELBOARD ON ELECTRICAL

RACK (SEE DETAIL C4, THIS DRAWING).

1"C: PB-26

1"C: (2) #4, #6 GND. FROM

RELOCATED LIGHTING

CONTACTORS

TO HIGH MAST LIGHTS 1 AND 2

(REFER TO DRAWING ES103)

EXISTING PAD-MOUNTED

TRANSFORMER (PMT-C)

EXISTING PAD-MOUNTED

TRANSFORMER (PMT-D)

RELOCATE EXISTING AIRFIELD LIGHTING CONTACTORS

(REFER TO DETAIL C4, THIS DRAWING) FROM ELECTRICAL

RACK TO BUILDING 59, LOCATE NEXT TO EXISTING LIGHTING

CONTROL EQUIPMENT (REFER TO DETAIL A4, THIS DRAWING)

AND CONNECT TO NEW FUSED DISCONNECT SWITCH,

EXISTING LIGHTING TIMER, AND EXISTING ANTENNA IN

SIMILAR MANNER AS EXISTING.

DEMOLISH EXISTING

CONDUIT AND CONDUCTORS

TO ENGINE TEST CELL AREA

BUILDING 59

BUILDING 75

EXISTING PANELBOARD,

TRANSFORMER, AND

DISCONNECT SWITCHES

DEMOLISH EXISTING ELECTRICAL RACK

AND ALL ASSOCIATED EQUIPMENT,

CONDUCTORS, AND CONDUITS. 480V

FEED FOR RACK ORIGINATES AT PMT-D

NEAR BUILDING 59

TWO EXISTING AIRFIELD

LIGHTING CONTACTORS,

TIMER, AND ANTENNA

CONTROLS LOCATED

WITHIN PANEL

LIGHTING

CONTROL

PANEL

ES402

A4

1"C: PA-7;

1"C: PA-39;

1"C: PB-26;

S.EHH1.EHH2;

S.CHH5.EHH2;

#4/0 BARE CU

1"C: PA-7

EL501

A2

EXISTING 15KV SECTIONALIZING

CABINET (SC-C)

EXISTING

LIGHTING

CONTACTOR

FOR HIGH

MAST LIGHT #3

EXISTING

PANELBOARD

EXISTING

LIGHTING

TIMER

EXISTING

TELEPHONE

BACKBOARD

EXISTING 15 KVA

TRANSFORMER

EXISTING

DISCONNECT

SWITCH

PROVIDE STATIC GROUND RECEPTACLE,

DETAIL A1 ON ES503, AND GROUND ROD

WITH #1/0 BARE CU.

TO

BUILDING

HH 6-4

TO

BUILDING 7

EXISTING CONDUIT:

T.B75.B59

EXISTING CONDUIT:

T.B59.B50

EHH-2

T1

REPLACE EXISTING CIRCUITS

OUT OF THE PANELBOARD.

PROVIDE NEW CONDUCTORS

OF SAME TYPE AND SIZE.

PROVIDE SEAL-OFFS WHERE

CONDUITS TRANSITION ABOVE

GRADE (TWO LOCATIONS PER

CONDUIT).

ALL CONDUITS

PASSING THROUGH

EHH-2 SHALL HAVE

SEAL OFFS WITHIN

THE HANDHOLE.

1. REFER TO B3 ON DRAWING

ES052 FOR CONDUIT AND

EQUIPMENT INSTALLATION

REQUIREMENTS.

GENERAL NOTES: THIS DRAWING ONLY

(TYP)

KEYPAD

A

A

M A

T C

H L I N

E

S

A

W I N

G

E

S

N

T I N

U A

T I O

N

A

A

PROVIDE REINFORCEMENT

PER DETAIL B1/ES501. (TYP)

RED LETTERS, WHITE FIELD

HYDRANT FUELS

EMERGENCY

SHUTDOWN

1'-6"

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

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P A

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C

D

2 3

C

4 5

A

B

ES501

94893ES501.DWG

MISCELLANEOUS DETAILS

A. FANGMAN

NOVEMBER 2016 J. LITTLE

S. LACY

C4

CAUTION SIGN DETAIL

SCALE: NOT TO SCALE

A2

AIRSIDE EMERGENCY POWER DOWN STATION (EPDS) DETAIL

SCALE: NOT TO SCALE

REFER TO

PLANS FOR

CIRCUIT

INFORMATION

PROVIDE FRANGIBLE

COUPLINGS ON CONDUIT

AND SUPPORT IF EPDS

INSTALLATION IS WITHIN

AIRFIELD CLEAR ZONES

SIGN,

EACH SIDE

BOLLARDS NOT

PROVIDED IF EPDS

INSTALLATION IS WITHIN

AIRFIELD CLEAR ZONES

C6 X 10.5 STEEL

CHANNEL

4'-0"

PAINT YELLOW AND

RESTRICT HEIGHT TO 36".

REFER TO C1 ON C505 FOR

BOLLARD CONSTRUCTION

DETAILS.

CAUTION SIGN, SEE

DETAIL C4 THIS DRAWING

4'-0"

8"W X 10"H X 6"D, 18 GAGE GALV. STEEL, RAINTIGHT

ENCLOSURE, AIMED AWAY FROM JET BLAST, OPEN

BOTTOM, PAINTED RED. ALL MOUNTING HARDWARE

SHALL BE CORROSION RESISTANT.

SINGLE UNIT PUSHBUTTON STATION,

JUMBO MUSHROOM OPERATOR, 1-NC

MOMENTARY CONTACT,

"EMERGENCY STOP" LEGEND.

FILL WITH 3000 PSI

CONCRETE (TYP)

SINGLE INPUT PUSHBUTTON

STATION, JUMBO MUSHROOM

OPERATOR, 1-NC MOMENTARY

CONTACT, "EMERGENCY

STOP" LEGEND.

GALVANIZED

W6X16 MEMBER

SEAL-OFF (TYP)

TO

GROUND

GRID

CONSTRUCT EFSO STAND USING

VERTICAL, W6X16, MEMBERS

AND PIER FOUNDATION. PIER

FOUNDATION SHALL BE 18"

DIAMETER WITH 3'-0" MINIMUM

DEPTH.

GRADE

CAUTION SIGN, SEE

DETAIL C4 THIS DRAWING

B4

NON-AIRSIDE EPDS DETAIL

SCALE: NOT TO SCALE

M

I N

U

O N

3" (TYP) EXCEPT IF

OTHERWISE SHOWN

#5 REBAR CONTINUOUS EACH

CORNER 3' LAP SPLICE LENGTH AS

REQUIRED, SEE NOTE 2.

#4 REBAR TIES 18" O.C INTERVALS,

SEE NOTE 2.

PVC DUCT (TYP). SIZE AND QUANTITY

AS INDICATED (SEE NOTE 7)

NOTES:

1. PROVIDE SIZE AND NUMBER OF CONDUITS AS INDICATED ON PLAN VIEWS OR ON THE DUCTBANK

SECTIONS, MAINTAINING 3 INCHES OF CONCRETE AROUND THE OUTSIDE CONDUITS AND 3 INCHES

BETWEEN CONDUITS.

2. REBAR AND TIE REINFORCEMENT REQUIRED UNDER TRAFFIC AREAS ONLY. EXTEND REINFORCEMENT 5'

BEYOND THE EDGES OF PAVED AREAS AND ROADS.

3. BACKFILL MATERIAL SHALL BE COMPACTED SELECT FILL TO MATCH THAT WHICH WAS REMOVED TO

INSTALL THE DUCT BANK.

4. -36" MINIMUM BELOW GRADE FOR SITE COMMUNICATIONS AND MEDIUM-VOLTAGE UTILITY DUCTBANKS.

-24" MINIMUM BELOW GRADE WHEN UNDER ROADS OR PAVEMENTS.

-6" MINIMUM VERTICAL SEPARATION, WHEN UNDER PIPING OR OTHER UTILITIES.

5. CONTRACTOR HAS OPTION TO PROVIDE RTRC CONDUIT IN CONCRETE-ENCASED DUCTBANKS AS A

SUBSTITUTE FOR PVC TYPE EB SCH.20 ONLY.

6. MINIMUM 12" SEPARATION BETWEEN MEDIUM-VOLTAGE AND COMMUNICATION CONDUITS IN COMMON

DUCTBANK.

7. PROVIDE 1" INNERDUCT (REFER TO SPECIFICATION 33 71 02) FOR SITE COMMUNICATIONS (FIBER

AND/OR COPPER) CIRCUITS.

APPLY RED DYE TO TOP OF

CONCRETE FOR DUCTBANK

1-1/2" (TYP)

GRADE

3000 PSI CONCRETE

3"

(TYP)

3"

(TYP)

N

O T

E

DETECTABLE WARNING TAPE

#4/0 COPPER GROUND

WIRE. CONNECT TO

GROUND COUNTERPOISE,

MANHOLE & HANDHOLE

GROUNDS AS INDICATED.

6" CRUSHED AGGREGATE

(SEE SPECIFICATION

SECTION 32 11 23)

REFER TO NOTE 6 FOR

SEPARATION REQUIREMENTS

IN MV DUCTBANKS

B1

TYPICAL DUCTBANK CONSTRUCTION

SCALE: NOT TO SCALE

NOTES:

1. BOND THE DUCTBANK GROUND CABLE TO THE GROUND COUNTERPOISE.

2. REFER TO DETAIL B3 ON ES052 FOR REQUIREMENTS ON CONDUIT

MATERIALS WHEN STUBBING UP IN HAZARDOUS AND NON-HAZARDOUS

AREAS. REFER TO SPEC 33 71 02 FOR BENDING RADIUS REQUIREMENTS.

3. IN HAZARDOUS AREAS, NO UNIONS, COUPLINGS, BOXES, OR OTHER

FITTINGS EXCEPT FOR A LISTED EXPLOSIONPROOF REDUCER AT THE

CONDUIT SEAL IS PERMITTED BETWEEN THE CONDUIT SEAL AND GRADE.

CONDUIT TO EQUIPMENT AS

INDICATED ON PLANS (NOTE 3)

SOIL, CONCRETE,

ETC AS INDICATED

PVC ADAPTER

(TYP)

NOTE 1

CONCRETE

ENCASEMENT

ELBOW

(SEE NOTE 2)

PVC TYPE EB SCH.20

GROUND

COUNTERPOISE

B3

HAZARDOUS & NON-HAZARDOUS AREA CONDUIT STUB-UP

SCALE: NOT TO SCALE

M I N

M

I N

D3

CONCRETE ENCASED ELECTRODE

SCALE: NOT TO SCALE

NONMETALLIC

PROTECTIVE

SLEEVE

FOUNDATION IN

DIRECT CONTACT

WITH EARTH

GROUNDING

ELECTRODE

CONDUCTOR

#4 AWG OR LARGER BARE

COPPER CONDUCTOR OR

STEEL REINFORCING VAR

OR ROD NOT LESS THAN

1/2" DIAMETER AT LEAST 20'

LONG

CONNECTION

LISTED FOR THE

PURPOSE

J

J

OUTLET VALVE LIMIT SWITCHES

PRODUCT RETURN PUMP

MOUNT ON WATER

DRAW-OFF SYSTEM

PIPE SUPPORTS.

WITHDRAW LINE

STRIPPING LINE

SEAL-OFFS. AS

REQUIRED. (SEE DETAIL B3/ES052)

TO HANDHOLES,

SEE DRAWING ES401.

S

1. THE ENTIRE VOLUME WITHIN THE VAULT AT THE PRODUCT RECOVERY TANK SHALL BE CONSIDERED A

CLASS I, DIVISION 1, GROUP D HAZARDOUS LOCATION. ALSO THE VOLUME WITHIN A 5 FOOT RADIUS

FROM THE TOP OF THE TANK VENT SHALL BE CONSIDERED A CLASS I, DIVISION 1, GROUP D

HAZARDOUS LOCATION.

2. STUB CONDUIT UP NEXT TO CANOPY COLUMN,INSTALL SEAL-OFF AT 18" A.G., AND ROUTE CONDUIT UP

COLUMN TO CANOPY ROOF FOR CANOPY LIGHTING.

3. NEMA 3R, 480V, 3-POLE, MANUAL MOTOR STARTER WITH INTEGRAL OVERLOADS, HAND SWITCH, AND

PILOT LIGHT TO INDICATE RUNNING STATUS. MOUNT STARTER TO CANOPY COLUMN.

TO

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

R I G

B U

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D

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L L

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C

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ES502

94893ES502.DWG

TANK DETAILS

A. FANGMAN

NOVEMBER 2016 J. LITTLE

S. LACY

A1

PRODUCT RECOVERY TANK ELECTRICAL PLAN VIEW

SCALE: NOT TO SCALE

NEW ALARMS AND

FLOATS TO BE

ACCESSIBLE FROM

STAIRS

1. SEE TANK DRAWINGS FOR EXACT LOCATION OF TANK EQUIPMENT.

2. WELD CONDUIT SUPPORT STRUCTURES (UNISTRUT OR EQUAL) TO TANK WALL. DO NOT WELD UNISTRUT DIRECTLY

TO TANK SHELL. USE THREADED ARC STUDS OR EQUIVALENT TO INCLUDE THREADED COUPLERS OF THE SAME

MATERIAL AS THE MATERIAL OF THE TANK SHELL.

3. SEE ES051 FOR HAZARDOUS AREA LOCATIONS.

4. IN TANK CONTAINMENT AREA ALL CONDUIT SHALL BE ROUTED ALONG PIPING OR CONTAINMENT WALL WITH

CONDUIT SUPPORT STRUCTURES. CONDUIT SHALL NOT BE ROUTED BELOW GRADE.

A3

STORAGE TANK ELECTRICAL ELEVATION

SCALE: NOT TO SCALE

INLET VALVE

LIMIT SWITCHES

J

J

FTP-1 WITH HEATER

AND MOTOR WINDING

TEMPERATURE SWITCH

OVERFILL

PREVENTION

VALVE

ATG

WATER LEVEL SWITCH

PRODUCT LEVEL SWITCHES

WDP-1

IC.ATG.Tx, PB-32

CONTINUE TO STILLWELL

FOR ATG SYSTEM

DETAIL A1, ES504

HIGH LEVEL CONTROL

VALVE SOLENOID

HIGH LEVEL CONTROL

VALVE LIMIT SWITCH

CLOSED

3/4"C: C.MCC.Tx.JY

3/4"C: C.PCP.Tx.ZS4

3/4"C: C.PCP.Tx.ZS1

JY

ZSC

ZSZS

ZS

ZS

ZS

ZS

LSLL

LSL

LSHH

LSH

1"C: (PA-22 - TANK 1) (PA-28 - TANK 2) (PA-34 - TANK 3)

1"C: C.PCP.Tx.ZS2, C.PCP.Tx.ZS3

1"C: C.PCP.Tx.L

1"C: IC.ATG.Tx

10' X 3/4" GALVANIZED

STEEL GND ROD (TYP)

#4/0 TW CU

GND CABLE

LSH

LSH

LSM

LSL

LSHH

J

M

M

UT

ZSC

FS

J

M

TSH

1"C: C.MCC.PRT.L3 (I.S.)

1"C: C.MCC.PRT.L1, C.MCC.PRT.L2 (I.S.)

1"C: IC.ATG.PRT (I.S.)

1"C: C.PCP.PRT.ZSC

1"C: C.MCC.FTP.TS,

C.MCC.FTP.H

1"C: C.MCC.FTP.FS

SEE A1 ON ES401 FOR

CONTINUATION

NOTES:

SEE NOTE 2

x = 1 FOR TANK 1 x = 2 FOR TANK 2 x = 3 FOR TANK 3

(TYP.)

ME

XE

TO HANDHOLES,

SEE DRAWING ES401

1"C: IC.ATG.PRT.LD (I.S.)

1"C:

PA-16

1"C: PB-40

J

IC.ATG.UIx

UI

TANK SIDE INDICATOR

(COORDINATE FINAL

PLACEMENT WITH ANG

PERSONNEL)

J

ME

J

1"C: P.MCC.FTP1

NOTES:

LEVEL SWITCH

TO BOLTED

CONNTECTION

AT TANK STAIRS

J

LOW SUCTION VALVE LIMIT SWITCHES

MANUAL MOTOR

STARTER

(SEE NOTE 3)

S.EHH1.PRT;

S.CHH5.PRT

T

O

HINGE

SIDE

3"

NOTES:

1. WHEN STATIC GROUND IS LOCATED IN NEW CONCRETE, IT SHALL BE INSTALLED PRIOR

TO CONCRETE PLACEMENT AND THE FRESH CONCRETE SHALL BE FORMED AROUND THE

GROUND EYE AS SHOWN.

2. WHEN THE STATIC GROUND IS LOCATED IN EXISTING CONCRETE, THE CONCRETE SHALL

BE BORED WITH A SIX INCH DIAMETER CORE TO FULL DEPTH, THE GROUND ROD SHALL

BE INSTALLED IN THE CENTER OF THE HOLE AND THEN THE HOLE SHALL BE FILLED WITH

GROUT THAT CONFORMS TO ASTM C 1107 GRADE A, B, OR C AND FORMED AROUND THE

GROUND ROD AS SHOWN.

3. WHEN THE STATIC GROUND IS LOCATED IN A DIRT/GRASS AREA, IT SHALL BE INSTALLED

IN A 12"X12"X4" CONCRETE PAD.

4. STATIC GROUNDS SHALL PROVIDE A RESISTANCE OF NO MORE THAN 10,000 OHMS.

5. EACH STATIC GROUND SHALL HAVE IT'S RESISTANCE TESTED JUST PRIOR TO TURN

OVER TO THE USER. THE TESTS SHALL BE RECORDED IN A BOOKLET TO BE PROVIDED TO

THE USER. THE TEST DATE, RESISTANCE, AND LOCATION SHALL BE RECORDED FOR

EACH STATIC GROUND.

ELEVATION VIEW

HYDRANT FUEL PIT

OR ISOLATION PIT

S c a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

P Y

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R I N

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C

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2 3

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B

ES503

94893ES503.DWG

GROUNDING DETAILS

A. FANGMAN

NOVEMBER 2016 J. LITTLE

S. LACY

A1

STATIC GROUND RECEPTACLE ASSEMBLY

SCALE: NOT TO SCALE

FORMED

DEPRESSION

IN CONCRETE

3/4" RADIUS

COMPRESSED

COPPER SLEEVE

EXOTHERMIC WELD

3/4" X 10' GALVANIZED

STEEL GROUND ROD,

ONE PIECE OR WITH

THREADED ON

SHEPHERD'S HOOK

CONNECT TO PITS

ONLY WHERE

REQUIRED

TOP VIEW

A2

STATIC GROUND DETAIL

SCALE: NOT TO SCALE

A4

HYDRANT OUTLET PIT OR ISOLATION

PIT GROUND PLACEMENT (PANTOGRAPH

AND HYDRANT HOSE RACK)

SCALE: NOT TO SCALE

N O

P

L A

N E

B5

HIGH/LOW POINT PIT

GROUND PLACEMENT

SCALE: NOT TO SCALE

#1/0 TW CU CABLE TO GROUND

ROD. (CONNECTION TO GROUND

ROD VIA THERMITE WELD.)

THERMITE WELD (NOTE: MAKE

THERMITE WELD BEFORE

INSERTING ROD THROUGH PIT

WALL TO PREVENT HEAT

DAMAGE TO FIBERGLASS.)

1/2" MONEL OR BRONZE

NUTS & WASHER

PIT WALL

1/2" DIA. COPPER GROUND

ROD. LENGTH AS REQUIRED.

THREADED ONE END.

CU GROUNDING LUG THERMITE

WELD OR HYDRAULIC CRIMP CABLE

TO LUG. BURNDY YA26-L6 OR EQUAL

#2/0 BARE CU

CABLE TO VALVE

CU GROUNDING LUG THERMITE

WELD OR HYDRAULIC CRIMP CABLE

TO LUG. BURNDY YA26-L7 OR

YA26-L60 OR EQUAL PER BOLT SIZE.

NORMAL

BOLTED

FLANGE

FLANGE BOLT

NON-PROTECTED

SIDE OF FLANGE

INSULATING

GASKET

MATERIAL

CATHODICALLY

PROTECTED SIDE

OF FLANGE

INSULATING

BOLT SLEEVE

AND WASHER

FLANGE BOLT

C3

PIT CABLE PENETRATION AND PIT FLANGE GROUNDING DETAIL

SCALE: NOT TO SCALE

ES503

A2

ES503

A2

ES503

C3

ES503

C3

RECEPTACLE,MS 90298. KINGS ELECTRONICS PART NO. K-3943. ORDER FROM

NEWARK, POWELL, OR RICHIE.

1 1/4"

3/4"

HOLES FOR MOUNTING

BOLTS - PART 8

PLAN VIEW SIDE VIEW

END VIEW

HOLE DATA

PART DIAMETER

5/16"

3/8"

5/16"

7/64"

ALUMINUM T-BAR, 10 1/4 X 2 1/2 X 1 1/4 X 1/8

GROUND WIRE TERMINAL, BURNDY KA29U (OR EQUAL)

TERMINAL MOUNTING BOLTS, 1/4 X 24 X 1/2

SET SCREW, SELF-TOPPING, 8 X 32 X 1/2

LOCK WASHER, STAR, 3/8 "

LOCK WASHER, SPRING, 1/4 "

ASSEMBLY MOUNTING BOLTS, 1/4 X 24 X 1

DESCRIPTIONQUANTITYPART NO.

BILL OF MATERIALS

a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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ES504

94893ES504.DWG

GATE DETAILS

A. FANGMAN

MAY 2017 J. LITTLE

S. LACY

NON-INTRINSICALLY

SAFE CABLE

ENTRIES.

UL LISTED MINERAL

INSULATED CABLE (TYP)

BOUNDARY SEAL, NO

UNION, COUPLING, BOX OR

FITTING (EXCEPT LISTED

EXPLOSION PROOF

REDUCERS AT CONDUIT

SEAL) BETWEEN SEAL AND

POINT AT WHICH CONDUIT

LEAVES DIVISION 1 AREA

CONNECT THROUGH

INTRINSICALLY SAFE

CABLE ENTRY.

HONEYWELL-ENRAF

854 ATG LEVEL GAUGE

OR APPROVED EQUAL.

INTERFACE

DEVICE

TEMPERATURE

AND WATER

PROBE

EXTENSION

PIPE

TANK

ROOF

INTRINSICALLY SAFE

WIRING SHALL BE

IDENTIFIED PER NEC

ARTICLE 504.80

PROVIDE SUPPORTS FOR CONDUIT ALONG TOP

OF TANK ROOF AT INTERVALS AS REQUIRED BY

NEC. THE SUPPORTS SHALL BE WELDED

BRACKETS TO TANK ROOF. HOT-DIP GALVANIZED

UNISTRUT ON SUPPORTS AS NECESSARY.

NEMA 4X/7 DISCONNECT FOR

POWER CONDUCTORS

TO TANK SIDE

INDICATOR

PROVIDE JUNCTION BOX FOR

TRANSITION TO MINERAL

INSULATED CABLE AS REQUIRED

15", MIN., HEIGHT GAUGING CHAMBER OF SCHEDULE

10 ALUMINUM. BOTTOM PLATES SHALL BE SHEET

ALUMINUM, MINIMUM 0.125" THICK. DOOR SHALL BE

HINGED.

JUNCTION BOX WITH

SEALING COVER.

TRANSITION FIELD

WIRING TO MI CABLE

PIPING AND VALVE (SEE

MECHANICAL DRAWINGS)

CONDUIT ROUTING AS REQUIRED

PER ELECTRICAL PLAN VIEWS

IN CLASS I, DIVISION 1 AREAS USE

EXPLOSION PROOF FLEXIBLE METAL

CONDUIT. IN CLASS I, DIVISION 2

AREAS USE LIQUID-TIGHT, FLEXIBLE

METAL CONDUIT (TYP)

CONDUIT SEAL (TYP)

EXPLOSION-PROOF UNION (TYP)

CONDUIT

STRAP

LIMIT SWITCH OR MOV HOUSING

A3

TYPICAL VALVE LIMIT SWITCH / MOV CONNECTION

SCALE: NOT TO SCALE

A1

TYPICAL ENRAF 854 TANK LEVEL AND TEMPERATURE TRANSMITTERS

SCALE: NOT TO SCALE

C4

TYPICAL GATE ENTRANCE

SCALE: NOT TO SCALE

480V POWER

GATE

GATE

OPERATOR

KEYPAD AND PEDESTAL.

REFER TO CIVIL

DRAWINGS FOR EXACT

KEYPAD LOCATIONS

C507

A4

ROAD

EXIT LOOP. REFER TO

CIVIL DRAWINGS FOR

EXACT LOOP LOCATIONS

COMMUNICATIONS WIRING

SAFETY LOOP. REFER

TO CIVIL DRAWINGS FOR

EXACT LOOP LOCATIONS

NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT

TO WARN OF ARC FLASH HAZARDS.

2. THE LABEL FORMAT AND TEXT CAN BE MODIFIED PROVIDED THAT THE

INFORMATION REQUIRED BY

UFC 3-501-01 IS INCLUDED.

3. THE LABEL SHALL BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE

TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING,

OR MAINTENANCE OF THE EQUIPMENT.

4. THE SIZE OF THE LABEL SHALL BE MINIMUM:

EQUIPMENT TYPE HEIGHT WIDTH

INDOOR 2" 3"

OUTDOOR 3" 4.5"

5. A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE

BUILDING DESIGN GUIDE WEBSITE (WWW.WDBG.ORG) FOR USE IN A LABEL

MAKING MACHINE.

A. THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO

NAVIGATE TO THIS LOCATION, FOLLOW: HOME > DOCUMENTS &

REFERENCES > CCB > CADD LIBRARY > NAVFAC CADD RESOURCES >

NAVFAC CADD DETAILS.

B. ALTERNATIVELY, TYPE IN THE FOLLOWING ADDRESS IN INTERNET

EXPLORER: HTTP://WWW.WBDG.ORG/CCB/BROWSE_CAT.PHP?C=232

WIDTH

HEIGHT

NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT

TO PROVIDE MAXIMUM

AVAILABLE FAULT CURRENT AT THE SERVICE ENTRANCE.

2. THE LABEL FORMAT AND TEXT SHALL BE IN ACCORDANCE WITH THE FIGURE.

3. THE LABEL SHALL BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE

TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING,

OR MAINTENANCE OF THE EQUIPMENT.

4. THE SIZE OF THE LABEL SHALL BE MINIMUM:

EQUIPMENT TYPE HEIGHT WIDTH

INDOOR 2" 3"

OUTDOOR 2" 3"

5. A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE

BUILDING DESIGN GUIDE WEBSITE (WWW.WDBG.ORG) FOR USE IN A LABEL

MAKING MACHINE.

A. THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO

NAVIGATE TO THIS LOCATION, FOLLOW: HOME > DOCUMENTS &

REFERENCES > CCB > CADD LIBRARY > NAVFAC CADD RESOURCES >

NAVFAC CADD DETAILS.

B. ALTERNATIVELY, TYPE IN THE FOLLOWING ADDRESS IN INTERNET

EXPLORER: HTTP://WWW.WBDG.ORG/CCB/BROWSE_CAT.PHP?C=232

WIDTH

HEIGHT

C2

SERVICE ENTRANCE AVAILABLE FAULT CURRENT LABEL

SCALE: NOT TO SCALE

C1

DETAILED ARC FLASH WARNING LABEL

SCALE: NOT TO SCALE

DISCONNECT, POWER

CONDUIT, AND BONDING

JUMPER REQUIRED FOR

MOV INSTALL ONLY

#2 AWG (MINIMUM) BARE

COPPER TO BOLTED

CONNECTION AT STAND

NEMA 3R/7

DISCONNECT FOR

MOTOR OPERATED

VALVE POWER

GATE

OPERATOR PAD

DISCONNECT

1"C:

MANUFACTURER

RECOMMENDED

WIRING

MANUFACTURER

RECOMMENDED

WIRING (TYP)

STUB SPARE CONDUIT

INTO BASE OF OPERATOR

OUTDOOR RATED

OPEN/CLOSE CONTROL

STATION. COORDINATE

LOCATION WITH ANG

PERSONNEL. DO NOT

LOCATE DIRECTLY

ADJACENT TO FENCE TO

PREVENT TAMPERING

TO GROUND

COUNTERPOISE

a r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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ES505

94893ES505.DWG

APRON LIGHTING DETAILS

D. BRUEMMER

07/05/17 D. BRUEMMER

S. LACY

PLAN VIEW WITH FIXTURE

REFERENCE POINTING PLAN NORTH

"X" ANGLE

"Z" ANGLE

HIGHMAST FIXTURE AIMING TABLES

AIMING NOTES:

1.

2.

AIMING TABLE IS SHOWN FOR REFERENCE. FINAL AIMING

SHALL BE PER CONTRACTOR'S CALCULATIONS.

FIXTURES ARE NUMBERED BASED ON SHEET ES103.

MAST #1

FIXTURE # X ANGLE Z ANGLE

1 62.5° 285°

2 62.5° 285°

3 62.5° 285°

4 62.5° 285°

5 62.5° 285°

6 62.5° 285°

1 2 3

4 5 6

C2

POLE ELEVATION LOOKING PLAN EAST

SCALE: NOT TO SCALE

A2

HIGHMAST LIGHTING DETAIL

SCALE: NOT TO SCALE

DETAIL NOTES:

1. DETAIL SHOWS TYPICAL LAYOUT OF FIXTURES ON HIGH

MAST POLE. LIGHT ARRANGEMENT MAY VARY. REFER TO

THE FIXTURE ANGLES AS STATED IN THE TABLES ABOVE.

MAST #2

FIXTURE # X ANGLE Z ANGLE

1 62.5° 290°

2 62.5° 290°

3 62.5° 290°

4 62.5° 290°

5 62.5° 290°

6 62.5° 290°

MAST #3

FIXTURE # X ANGLE Z ANGLE

1 62.5° 240°

2 62.5° 240°

3 62.5° 240°

4 62.5° 240°

5 62.5° 240°

6 62.5° 240°

MAST #4

FIXTURE # X ANGLE Z ANGLE

1 62.5° 210°

2 62.5° 210°

3 62.5° 210°

4 62.5° 210°

5 62.5° 210°

6 62.5° 210°

MAST #5

FIXTURE # X ANGLE Z ANGLE

1 62.5° 110°

2 62.5° 110°

3 62.5° 110°

4 62.5° 110°

5 62.5° 110°

6 62.5° 110°

MAST #6

FIXTURE # X ANGLE Z ANGLE

1 62.5° 105°

2 62.5° 105°

3 62.5° 105°

4 62.5° 105°

5 62.5° 105°

6 62.5° 105°

MAST #7

FIXTU…