FJRP159073-CU-121-Amd03.pdf

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EXISTING 1 STORY

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BUILDING

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LIFT

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EXISTING

STORMWATER

DIVERSION

STRUCTURE

4,000 BBL TANK

WITH CONTAINMENT

TYPE III PUMP

SHELTER

EXISTING 2,500 BBL TANKS

EXISTING REFUELER

LOADING EQUIPMENT

EXISTING STORMWATER

CONTAINMENT

COLLECTION STRUCTURE

EXISTING

OFFLOAD

EQUIPMENT

EXISTING FUELS

OPERATIONS

BUILDING

TRANSFORMER

FOUNDATION

BACKUP

GENERATOR

FOUNDATION

PRODUCT

RECOVERY TANK

6" JF

(SUPPLY)

6" JF

(RETURN)

4" SANITARY

SEWER

8" CONTAINMENT DRAIN

8" WATER

1 1/2" WATER

6" JF

CLEAN OUT

8" WATER

10" JF

(SUPPLY)

10" JF

(RETURN)

EXISTING

SANITARY

SEWER

EXISTING JF TANK

FILL LINE

SEGMENTAL BLOCK

RETAINING WALL

(HT VARIES 6'-14')

8" PVC SANITARY

SEWER

12" STORM

DRAIN

18" STORM

DRAIN

DROP

SANITARY

MANHOLE

8" DIP

SANITARY

SEWER

STORM

MANHOLE

4" DIP CONTAINMENT

DRAIN WITH 1%

MINIMUM SLOPE

(SEE NOTES 1 AND 2)

C-512

A2

CONNECT TO EXISTING

SANITARY SEWER MANHOLE

FIRE

HYDRANT

C-509

C1

C-512

B2

CLEAN OUT

FIELD VERIFY ELEVATION OF

EXISTING CONTAINMENT

DRAIN AT TIE-IN POINT

DIKE CONTAINMENT

DRAIN INLET

N 539786.64

E 1423797.70

INV. 695.88

N 539764.42

E 1423670.36

N 539716.03

E 1423628.76

N 539687.47

E 1423630.88

N 539660.52

E 1423625.75

N 539640.19

E 1423635.44

N 539681.95

E 1423624.13

TAP 1 1/2" WATER

SERVICE LINE

INTO 8" MAIN

N 539686.93

E 1423623.75

TERMINATE 8"

WATER MAIN

N 539688.93

E 1423623.60

CONTAINMENT DRAIN

MANHOLE

N 539768.94

E 1423818.39

INV. 694.51

CONNECT TO

EXISTING

STORMWATER

DIVERSION

STRUCTURE

N 539781.73

E 1423845.32

INV. 693.00

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

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2 3

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4 5

A

B

20' 40'0

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A1

FUEL FACILITY UTILITY PLAN - 1

SCALE: 1"=20'

NOTE:

1. RELOCATE EXISTING CONTAINMENT DRAIN PIPES AND VALVE

OPERATORS TO AVOID PUMP SHELTER FOUNDATIONS, LANDINGS AND

CONCRETE PADS. TIE-IN POINT SHOWN IS APPROXIMATE. THE

CONTRACTOR SHALL DETERMINE THE FINAL TIE-IN POINT.

2. THE CONTRACTOR SHALL FIELD VERIFY THAT THE NEW CONTAINMENT

DRAIN CAN BE CONSTRUCTED WITH A MINIMUM 1% SLOPE BASED ON

THE TIE-IN POINT TO THE EXISTING CONTAINMENT DRAIN. NOTIFY THE

CONTRACTING OFFICER IF THE MINIMUM SLOPE CANNOT BE

ACHIEVED. COORDINATE ROUTING WITH NEW ELECTRICAL

DUCTBANKS, PUMP SHELTER FOUNDATION, NEW STAIRS, AND ANY

OTHER ITEMS IN THE CORRIDOR.

POST INDICATOR VALVE

ISOLATION VALVE VAULT

HYDRANT PIT (HP)

CONTAINMENT DRAIN INLET (CD)

SANITARY SEWER MANHOLE

LOW-PROFILE FIRE HYDRANT

FIRE HYDRANT

WATER VALVE

STORM DRAIN

STORM MANHOLE

CONTAINMENT DRAIN LINE

FUEL LINE

WATER LINE

SANITARY SEWER

STORM SEWER

COMMUNICATION LINE

ELECTRIC LINE

MONITOR WELL

HP-

CD CD

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SANSANSAN

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JF JF

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SAN SAN

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LEGEND:

EXISTING PROPOSED

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

FUEL FACILITY UTILITY PLAN - 1

CU121 0

FJRP159073-CU121.dwg

AD