BMcD ANSI D Title Block - Amazon Web Services Government... · 2 3 c 4 5 a b 280 demolition photos...

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Scale For Microfilming Inches Millimeters date detailed checked designed of sheet 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 COPYRIGHT © 2017 BURNS & McDONNELL ENGINEERING COMPANY, INC. 1 D 2 3 C 4 5 A B 280 DEMOLITION PHOTOS FJRP159073-MD902.DWG R.PERUE B.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. 1 2 3 4 5 6 7 8 9 9 9 9 6 7 8 4 APPROXIMATE EXTENT OF DEMOLITION. CONTRACTOR TO FIELD VERIFY. REFER TO CIVIL DRAWINGS FOR UNDERGROUND TIE-IN LOCATION. REFER TO PHASING PLAN ON M-003. 1 4 2 3 5 NOVEMBER 2016 231 1 1

Transcript of BMcD ANSI D Title Block - Amazon Web Services Government... · 2 3 c 4 5 a b 280 demolition photos...

Page 1: BMcD ANSI D Title Block - Amazon Web Services Government... · 2 3 c 4 5 a b 280 demolition photos fjrp159073-md902.dwg b.coover r.perue v.keeble md902 c1underground fuel line demo

Scale F

or M

icrofilm

ing

Inches

Millim

eters

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

file

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

CO

PY

RIG

HT

©

2017

BU

RN

S &

M

cD

ON

NE

LL E

NG

IN

EE

RIN

G C

OM

PA

NY

, IN

C.

1

D

2 3

C

4 5

A

B

280

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.

1

2

3

4

5

6

7

8

9

9

9

9

6

7

8

4

APPROXIMATE EXTENT OF

DEMOLITION. CONTRACTOR

TO FIELD VERIFY.

REFER TO CIVIL DRAWINGS

FOR UNDERGROUND TIE-IN

LOCATION. REFER TO

PHASING PLAN ON M-003.

1

4

2

3

5

NOVEMBER 2016

231

1

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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
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10/13/17
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B-3 FINAL SUBMITTAL
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0
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02/07/18
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AMENDMENT 0003
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BC
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BC