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DSFR
238.76
182.62 Ø
101.
6
133.35VALVE OPENING
152.
4
63.5215.9
254 Ø72
7.20
2D
EPTH
OF
TREN
CH
MA
DE
TO S
PEC
IFIC
ATIO
NS
GROUND LINE
GROOVE
231.902
88.9
377.
952
282.702 Ø
(6)
3
4
Ø TEE BOLT
BASE, 6 IN
MECHANICAL
JOINT SHOWN
4500
4"
6"
AW-1
WATER SUPPLY SYSTEM LAYOUT FOR AIRCRAFT FIRE AND RESCUE PROTECTION
SCALE:
A
AW-1
N.T.S.
FIRE HYDRANT LINES
EAST 1 RAMP EAST 2 RAMP
116
NEW TERMINAL BUILDING LINE
AIRPORT PASSENGER BOARDING BRIDGES
LEGENDS:
R.A.B.C.
L.C.L.
APRON (E1 RAMP AND E2 RAMP) PAVEMENT PLAN and
COMBINED SERVICES LAYOUT
FIRE HYDRANT CROSS SECTION
SCALE:
B
AW-1
N.T.S.
TO WATER SOURCE
(PUBLIC WATER SYSTEM)
OR
MAN MADE RESERVOIR
6"Ø MAIN DISTRIBUTION
BI PIPE SCHEDULE 40
4"Ø
FIRE HYDRANT
4"Ø
FIRE HYDRANT
4"Ø
FIRE HYDRANT
4"Ø
FIRE HYDRANT
4"Ø
FIRE HYDRANT
4"Ø
FIRE HYDRANT
4"Ø
FIRE HYDRANT
FIRE HYDRANT SIGNAGE
SCALE:
C
AW-1
N.T.S.
4"Ø
FIRE HYDRANT
Urban Integrated Consultants, Inc.
CONSTRUCTION OF THE HORIZONTAL INFRASTRUCTURE PROJECT
OF THE CLARK INTERNATIONAL AIRPORT
NEW TERMINAL BUILDING PROJECT (FORMERLY CLARK AIRPORT LOW COST TERMINAL)
PROJECT TITLE :DRAWING STATUS:
SET NO.SHEET NO.
CONSULTANTS:
RECOMMENDING APPROVAL:
PRESIDENT / CHIEF EXECUTIVE OFFICER
ALEXANDER S. CAUGUIRAN
VICE PRESIDENT
PRESIDENT - UICI
EFREN L. DAVID
CLARK INTERNATIONAL AIRPORT
CORPORATION
APPROVED BY:
JAIME ALBERTO C. MELO
AIRPORT OPERATION MANAGEMENT GROUP
SHEET CONTENTS:
REVISION :
1
REVISION :
2
DATE:
FINAL
JULY 9, 2018
JULY, 2018
SUBMITTED BY:
NOTE:
1. IF THIS DRAWING HAS BEEN RECEIVED ELECTRONICALLY,
IT IS THE RECIPIENTS RESPONSIBILITY TO PRINT THE DOCUMENT
TO THE CORRECT SCALE.
2. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER
RELEVANT DRAWINGS AND SPECIFICATIONS.
3. ALL DIMENSION IN METER UNLESS OTHERWISE SHOWN.
CHECKED BY:
DRAWN BY:
116
DWGS. CHK. BY: A.T.C.
JULY 16, 2018