BMcD ANSI D Title Block - Amazon Web Services Government... · 2 3 c 4 5 a b 280 demolition photos...
Transcript of BMcD ANSI D Title Block - Amazon Web Services Government... · 2 3 c 4 5 a b 280 demolition photos...
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PRELIMINARY - NOTFOR CONSTRUCTION
NORTH CAROLINA AIR NATIONAL GUARDDOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANTREFUELING SYSTEM/
RAMP EXPANSION
94893
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RIG
HT
©
2017
BU
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DEMOLITION PHOTOS
FJRP159073-MD902.DWG
R.PERUEB.COOVER
V.KEEBLE
MD902
C1
UNDERGROUND FUEL LINE DEMO
SCALE: NOT TO SCALE
A1
FUEL LINE DEMOLITION
SCALE: NOT TO SCALE
C3
CONDUIT AND CONTROL VALVE TUBING DEMOLITION
SCALE: NOT TO SCALE
KEYED NOTES: THIS DRAWING ONLY
HAND EXCAVATE AND EXPOSE 2-INCH UNDERGROUND DRAIN
LINE. EXCAVATE AND DEMOLISH UNDERGROUND LINE TO
THE NEAREST TEE, TEE TO REMAIN (FROM EXISTING TRUCK
LOADING PUMP SHELTER). PROVIDE BUTT WELDED CAP ON 2
INCH CS LINE NO FURTHER THAN 6-INCHES FROM EXISTING
TEE. THE EXACT DEPTH AND LENGTH OF REMOVAL
REQUIRED OF THE 2-INCH LINE IS UNKNOWN. FOR BIDDING
PURPOSES, ASSUME AN AVERAGE BURIAL DEPTH OF 5 FEET
AND APPROXIMATELY 30 LINEAR FEET OF BURIED PRODUCT
RECOVERY PIPING REMOVAL.
DEMOLISH EXISTING 6-INCH STAINLESS STEEL LINE TO THE
EXTENT REQUIRED PER THE CIVIL DRAWINGS.
EXISTING 6-INCH STAINLESS STEEL TO TRUCK LOADING
PUMP SHELTER TO REMAIN ON THIS SIDE OF CONTAINMENT
WALL. REFER TO A1/MD902 FOR EXTENT OF DEMOLITION
WITHIN CONTAINMENT. REFER TO PHASING PLAN ON M-003.
FILL EXISTING WALL PENETRATIONS AT LOCATIONS WHERE
EXISTING PIPING IS REMOVED. USE NON-SHRINK GROUT.
DEMOLISH EXISTING LOW POINT DRAIN. LOCATE NEW LPD AT
NEW LOW POINT IN THE SYSTEM.
REFER TO NEW PIPING PLAN ON M-402 FOR TIE INTO 6-INCH
EXISTING SUCTION PIPING. REFER TO PHASING PLAN ON
M-003.
DEMOLISH EXISTING PIPE SUPPORT AND CONCRETE BASE.
DEMOLISH 6-INCH STAINLESS STEEL TANK FILL. REFER TO
PHASING PLAN ON M-003.
DEMOLISH EXISTING CONDUIT AND CONTROL VALVE TUBING.
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APPROXIMATE EXTENT OF
DEMOLITION. CONTRACTOR
TO FIELD VERIFY.
REFER TO CIVIL DRAWINGS
FOR UNDERGROUND TIE-IN
LOCATION. REFER TO
PHASING PLAN ON M-003.
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NOVEMBER 2016
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