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