FJRP159073-MD902-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

PRELIMINARY - NOT

FOR CONSTRUCTION

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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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.

APPROXIMATE EXTENT OF

DEMOLITION. CONTRACTOR

TO FIELD VERIFY.

REFER TO CIVIL DRAWINGS

FOR UNDERGROUND TIE-IN

LOCATION. REFER TO

PHASING PLAN ON M-003.

NOVEMBER 2016

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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

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BC