FJRP159073-M-401-Amd03.pdf

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

C O

P Y

R I G

H T

ENLARGED PLAN -

PUMP SHELTER

M-401

FJRP159073-M-401.DWG

V.KEEBLE

B.COOVER R.PERUE

A1

ENLARGED PLAN - PUMP SHELTER

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

N

GENERAL NOTES: THIS DRAWING ONLY

1. REFER TO DRAWINGS M-001 AND M-002 FOR

LEGENDS, ABBREVIATIONS AND GENERAL PROJECT

NOTES.

2. REFER TO SECTIONS FOR CLARITY OF STACKED

PIPING.

3. EXTEND FBE COATING A MINIMUM OF 6 INCHES

ABOVE GRADE

4. REFER TO SECTION C1 ON M-302 FOR STACKED

PIPE.

5. ALL LARGE BORE MANUAL VALVES LOCATED 72

INCHES OR HIGHER ABOVE FINISHED FLOOR SHALL

BE PROVIDED WITH CHAIN OPERATORS.

6. NOT USED.

7. SMALL BORE PIPING IS SHOWN SCHEMATICALLY.

REFER TO P&ID FOR SIZES. REFER TO THE

APPROPRIATE DETAIL ON M-511 TO M-514.

8. REFER TO S-551 TO S-555 FOR PIPE SUPPORT

DETAILS.

INDICATES BID OPTION 3

8" DBB W/ LIMIT

SWITCH (TYP OF 6)

12" CS 12" CS

FP-3

900 GPM

API 610

10" CS

10" CS

10" CS

FSI-3

900 GPM

10" ISSUE

VENTURI

SURGE ARRESTOR

TANK (TYP OF 2)

S

U C

T I O

N

T

O

T

K

FP-2

900 GPM

API 610

FP-1

900 GPM

API 610

FCV-3

FSI-2

900 GPM

FSI-1

900 GPM

FSR-2

900 GPM

FSR-1

900 GPM

FROM EXISTING TRUCK

OFFLOAD (NOTE 3) FOR

CONTINUATION ON

CU228

6" SUPPLY TO HHT

CHECKOUT STAND

(NOTE 3)

T

O

T

K

T

O

T

K

PS-2

PS-2C

PS-2

PS-2

PS-2

10" DBB PLUG

VALVE (TYP OF 3)

PS-8

PS-4

PS-4CPS-4

10" CS

10" CS

6" CS

6" BALL VALVE

(TYP OF 3)

NOTE 5

6" BALL VALVE

(TYP OF 3)

(NOTE 5)

6" DBB

PLUG VALVE

8" MOV

BALL VALVE

8" DBB PLUG

VALVE

6" DBB

PLUG VALVE

PS-2

PS-2

PS-2

8" BALL VALVE

NOTE 5

6" BALL VALVE

(NOTE 5) (TYP OF 2)

8" BALL

VALVE

(NOTE 5)

8" BALL VALVE

(NOTE 5)

8" BALL VALVE

(NOTE 5)

RETURN FROM HHT

CHECKOUT STAND

(NOTE 3)

8" CS

8" CS

AG

UG

AG

UG

PS-2

10"X6" FOT

REDUCER

(TYP OF3)

8" CS

6" BALL

VALVE

6" BASKET

STRAINER

8" CS

8"X6"

REDUCER

(TYP OF 2)

FSCV-4

FSCV-5

FSCV-1

FSCV-2

FSCV-3

FCV-1

FCV-2

FLOW SWITCH

(TYP OF 3)

D/FV-1

SEE NOTE 4

8" BALL

VALVE

P S

C

P S

C

P S

C

PS-2

PS-7 PS-7

PS-2C

6" CS

C

S

6" CS6" CS

C

S

6" CS

6" CS

C

S

C

S

PS-7

PS-7

PS-2

PS-6

PS-2C

PS-2

PS-2

PS-5

PS-2

PS-5

PS-2

MAV

PG

PG

TRV

PRESSURE

TRANSMITTER

ASSEMBLY

(FP-1 ONLY)

MAV

PG

PG

TRV

MAV

PG

PG

TRV

TRV

TRV

MAV

MAV

MAV

PG

PG

PG

MAV

TRV

TRV

TRV

TRVTRV

TRV

TRV

KEYED NOTES: THIS DRAWING ONLY

IF BID OPTION IS SELECTED DO NOT PROVIDE

FLANGES AS INDICATED.

THE HINGE FOR FILTER SEPARATOR SHALL OPEN

AS INDICATED.

FROM FILTER SEPARATOR DRAIN.

FROM FILTER SEPARATOR PRESSURE SAFETY

VALVE.

TO FILTER SEPARATOR (SLOW FILL).

2" STAINLESS STEEL CARRIER PIPE WITH 4"

CONTAINMENT PIPE WITH EXTERIOR FBE

COATING. ASTM A139, 10 GAUGE SPIRAL WELDED

STEEL. INSTALL PER MANUFACTURERS

RECOMMENDATIONS. DOUBLE WALL PIPE END

SEAL SHALL BE A SEGMENTED ELASTOMERIC

SEAL. MINIMUM TOP OF PIPE SHALL BE 3'-0"

BELOW GRADE. SLOPE THE UNDERGROUND LINE

TOWARDS THE PRODUCT RECOVERY TANK WITH

NO HIGH POINTS AND THE LOW POINT BEING

LOCATED IN THE PRODUCT RECOVERY TANK

VAULT. COORDINATE ELEVATIONS WITH

ELECTRICAL DUCT BANK.

2" CARBON STEEL CARRIER PIPE WITH 4"

CONTAINMENT PIPE WITH EXTERIOR FBE

COATING. ASTM A139, 10 GAUGE SPIRAL WELDED

STEEL. INSTALL PER MANUFACTURERS

RECOMMENDATIONS. DOUBLE WALL PIPE END

SEAL SHALL BE A SEGMENTED ELASTOMERIC

SEAL. MINIMUM TOP OF PIPE SHALL BE 3'-0"

BELOW GRADE. SLOPE THE UNDERGROUND LINE

TOWARDS THE PRODUCT RECOVERY TANK WITH

NO HIGH POINTS AND THE LOW POINT BEING

LOCATED IN THE PRODUCT RECOVERY TANK

VAULT. COORDINATE ELEVATIONS WITH

ELECTRICAL DUCT BANK.

2" SS TO PRT

℄ELEVATION NOT TO

EXCEED 12" ABOVE TOP

OF SLAB

PCV-1

(TYP OF 5)

(TYP OF 5)

(TYP OF 5)

2" SS

2" SS

2" SS

DAY

TANK

MAV

MAV

MAV

MAV

MAV

PG

PG

2" MOV

BALL VALVE

TRV

TRV

PS-2

PRESSURE

INDICATING

TRANSMITTER

10" CS

HYDRANT

RETURN

10" CS

HYDRANT

ISSUE

2" CS LEAK DETECTION

EQUALIZATION LINE

SEE CONT. ON

SHEET M-103

2" SS DRAIN/

TRV LINE

PS-1

2" SS DRAIN/

TRV LINE

M A

T C

H L

I N

E

S

E E

C O

N T

I N

U A

T I O

N

O

N

M

2" CS FROM PRT

FOR CONTINUATION

SEE CU227

FOR CONTINUATION

SEE CU227

SCALE IN FEET

0 2' 4' 8'

NOVEMBER 2016

F

R O

M

P

S T

2" SS SLOW FILL

TRV

MAV

2" SS TO PRT

℄ELEVATION NOT TO

EXCEED 12" ABOVE TOP

OF SLAB

MAV

2" CS

S

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DATE

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REV.

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DESCRIPTION

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INIT

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REVISIONS

AutoCAD SHX Text 10/13/17

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B-3 FINAL SUBMITTAL

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AutoCAD SHX Text 02/07/18

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AMENDMENT 0003

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BC

AutoCAD SHX Text A1

AutoCAD SHX Text M-302

AutoCAD SHX Text C1

AutoCAD SHX Text M-301

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AutoCAD SHX Text M-301

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AutoCAD SHX Text M-302

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AutoCAD SHX Text M-303

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IF

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IF

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IF

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IF

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IF

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IF

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BC