TNAG-1062-FCO40-1312-Replacement-airport-for-Hong-Kong-1981 — Page 59

ACTIVITIES

CONSTRUCT AND EVALUATE TEST FILL

GEOTECHNICAL EXPLORATION

BATHYMETRIC SURVEY

1979

1980

1981

1982

1983

1984

1985

1986

1987

1988

1989

1990

1991

+

R.O. OCEAN AND METEO. STUDIES

+

ENVIRONMENTAL STUDIES

Figure 21 presents the development programme currently recommended by the Consultants for the replace- ment airport. The pacing items external to the airport implementa- tion schedule that are critical con- straints on the development pro- gramme include the EXCO decision to proceed with further planning work for the replacement airport. A second pacing item is the EXCO decision to proceed with construc- tion by the end of 1982. The other external pacing operations are the completion of both the fixed cross- ing and an airport access roadway. These are scheduled for the end of 1986, which is consistent with the development programme shown in the schedule.

FINANCIAL STUDIES MASTER DEVELOPMENT PLAN a.

I

I

DESIGN-PHASE1

TENDER AND AWARD-PHASEI a.

MOBILIZATION a.

DREDGE PHASE I-SEAWALL b.

DREDGE PHASE I - RWY/TWY AND PLACE BEDDING COURSE EXCAVATE CHEK LAP KOK AND LAM CHAU - PHASE a C.

CONSTRUCT PHASEI - SEAWALL

I

+

+

U

1

PLACE FILL FOR PHASE - RWY/TWY

DREDGE AND PLACE FILL

FOR BALANCE OF PHASE I

CONSTRUCT UNDERGROUND

STRUCTURES

I

I

1

DRIVE PILES FOR STRUCTURE FOUNDATION

CONSTRUCT BUILDINGS

a

F

+

FINE GRADE SITE

J

PAVE PHASE! RWY/TWY

DRAINAGE STRUCTURES, PEOPLE MOVER, UTILITIES

TRANSFER FROM KAI TAK

J

DESIGN - PHASE II

TENDER AND AWARD- PHASE II

CONSTRUCTION - PHASE ›

I

CONSTRUCTION - PHASE lb

T

1

RELATED ACTIVITIES

ACCESS ROAD TO AIRPORT (STAGE || NORTH LANTAU DEVELOPMENT) LANTAU FIXED CROSSING - CONSTRUCTION (BASIC 4 LANES)

EXCO APPROVAL TO CONTINUE WITH FURTHER PLANNING AND INVESTIGATION WORK

EXCO DECISION

TO CONSTRUCT

REPLACEMENT AIRPORT

a) DENOTES ACTIVITIES ON CRITICAL

PATH FOR STARTUP OF OPERATIONS

b) 24,000 M PER 24 HR DAY WITH FOUR 8 M

CLAMSHELL. DREDGES HAULED TO DISPOSAL IN THIRTY 500 M DUMP SCOWS

c) 60,000 M PER 24 HR DAY. REQUIRES TEN 6 M

SHOVELS LOADING FIFTY 65 TON TRUCKS.

+

TENANT SITES AVAILABLE L FOR CONSTRUCTION:

PHASE I (INCL. FUEL FARM) AND PHASE III

STARTUP OPERATIONS

LEGEND

TENDER AND SELECTION PROCESS ACTIVITY

INTERMITTENT ACTIVITY

Figure 21- Proposed Development Schedule

36

RIP PARSONS OVERSEAS COMPANY • WILBUR SMITH & ASSOCIATES

IN WARD PARTNE

• CIVIL AVIATION A