FJRP159073-C-511-Amd03.pdf

FUEL LINE

c

L FUEL LINE

c

L

18"

CLEAR

(MIN)

SIDEWALL CLEARANCE (8"

MIN)

O D

P

I P

E

S E

E

P

R O

F I L

E

D E

P T

H

V

A R

I E

S

SAND

EMBEDMENT

(SEE NOTE 1)

FUEL PIPE

PLASTIC WARNING

TAPE WITH FUEL LINE

NOTED

COMPACTED EARTH BACKFILL

TRENCH WALL

BRACED, SLOPED,

OR AS REQUIRED

FOR STABILITY (TYP)

PER OSHA

STANDARDS

FINISH GRADE

1. SEE SPECIFICATION SECTION 31 00 00 FOR FUEL PIPE SAND

BEDDING MATERIAL.

POURED CONCRETE BLOCKS

UNDISTURBED EARTH

BEARING AREA

PRESSURE PIPE

PLACE 1/2" PLYWOOD

BETWEEN CONCRETE

BLOCKING AND PLUG TO

PERMIT REMOVAL FOR FUTURE

EXTENSION OF WATER MAIN

1. PROVIDE CLEARANCE FOR BOLT REMOVAL WHEN PLACING CONCRETE.

2. THRUST BLOCKS SHALL BE 2,000 PSI CONCRETE.

3. BEARING AREAS ARE BASED ON 350 PSI PIPE TEST PRESSURE AND 2000 PSF SOIL BEARING PRESSURE. IF

LESS DENSE SOIL IS ENCOUNTERED, INCREASE BEARING AREA TO PREVENT MOVEMENT UNDER TEST OR

OPERATION PRESSURES.

N

O M

I N

A L

OPEN/SHUT

INDICATOR

P I P

E

D

E P

T H

V

A R

I E

S

8"Ø PIPE (TYP.)

PROVIDE CONNECTING

ADAPTORS AS REQUIRED

INVERT SEE UTILITY

PLANS AND PROFILE

SHEETS

POST INDICATOR GATE

VALVE (MECHANICAL

JOINT)

1. POST INDICATOR VALVES SHALL CONFORM TO NFPA 24.

2. PAINT POST INDICATOR VALVES YELLOW FOR CONTAINMENT

DRAINS.

PAVEMENT OR STRUCTURAL

SLAB

POST INDICATOR

WITH FRANGIBLE

LOCKING

MECHANISM

FINISH

GRADE

NOTE:

NOTES:

NOTES:

c

L

C1

TYPICAL FUEL PIPE TRENCH

A4

POST INDICATOR VALVE (PIV)

SCALE: NOT TO SCALE

A1

TYPICAL THRUST BLOCK

6" MIN

FLEXIBLE

MEMBRANE

LINER (FML)

STAINLESS STEEL

BATTEN BAR/FML

ANCHOR SYSTEM

SEE NOTE 2.

PREPARED SUBGRADE

GEOTEXTILE

6" GRANULAR BASE

4" FUEL RESISTANT

WATER STOP (IF CAST

WITH BOTTOM JOINT)

EPOXY COAT

INTERIOR OF

INLET

NOTES:

1. COAT WALLS AND FLOOR OF STRUCTURE WITH FIELD APPLIED COAL-TAR EPOXY (1-COAT OR

2-COAT SYSTEM), 15-MIL TOTAL MINIMUM THICKNESS, PER MANUFACTURER'S

RECOMMENDATIONS.

2. ATTACH FML TO TOP OF INLET USING CONTINUOUS BATTEN BARS. FML ANCHOR SYSTEM SHALL

CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS.

3. LIGHT DUTY IRON OR GALVANIZED STEEL FRAME AND GRATE. MINIMUM SIZE SHALL BE 2'X2'.

4. INLET STRUCTURE SHALL BE A PRECAST CONCRETE STRUCTURE OF WATER-TIGHT

CONSTRUCTION. THE STRUCTURE CAN BE CAST IN-PLACE AT CONTRACTORS OPTION,

PROVIDED THE DESIGN IS SUBMITTED AND APPROVED.

5. MINIMUM WALL AND SLAB REINFORCING SHALL BE #6 @ 6" EW.

6. INSTALL PIPE SLEEVE PER DETAIL A1, DRAWING S-515. INSTALL SEGMENTED PIPE SEAL (ONE).

M

I N

GRATED TOP

SEE NOTE 3

C4

TYPICAL DIKE CONTAINMENT

DRAIN INLET

SEE NOTE 6

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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11/02/16 D.MUETING

A.DORMAN R.BARUTH

UTILITY DETAILS 3

C-511 0

FJRP159073-CU501.dwg

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