M.H.H,W +7.1
M.L.L.W. +2.0
+15.00'
+12.75 ́
+9.75
+5.00′
0.00 ̊C.o.
15-0
15-0*
15-0"
12"X12" H.W. UPPER & LOWER WALINGS)
APPROX. EXISTING SEA BED
-28.0°
25-0"
25~0*
-35.0
18'-0"
-10*X8*İM.W. FENDERS AT 2'- 6′′ {%
FRONT
ELEVATION
15-0"
15-0
15-0*
15-0
15-0
PRECAST
BEAMS
L PRECAST
P.C, CRANE BEAM
COMPOSITE
DECKING
(15" THICK)
PRECAST A.Ç. BEAMS
S*X 10" H.W. FENDERS AT 2'6′′ £/c
LA.C. BRACKET
RUBBER BUFFER
12′′ H.W. UPPER & LOWER WALINGS
PLAN
ENGINEERING REPORT
CONTAINER TERMINAL KWAI CHUNG
RECOMMENDED
CONTAINER-CRANE TRACK 50-0"Gauge
25-0*
16′′x 2-3′′SERVICE DUCT
+15.00
25-0
15'-0"
-{N-SITU |CONC. TOPPING
~3′′BITMAC AND 11/2′′ASPHALTIC CONCRETE
-7/2" LEAN CONCRETE
IN 100
PRECAST R.C. BEAM
R.C.BRACKET
PRECAST P. C. UNITS
AUSBER BUFFER-
~PRECAST P.C. CRANE BEAM
0.00 ̊C.D.
0.00 ̊C.D..
42" 0.0. HOLLOW CIRCULAR PRESTRESSED CONCRETE PILES
2.5
SEA WALL
HAND - PACKED RUBBLE
PRECAST CONC. BLOCK
RECLAMATION FILL
FILTER
* LEVELLING STONES-
APPROX. EXISTING
SEA BED -28.0
STONE
RUBBLE MOUND
-35.0°
POSSIBLE FUTURE DREDGED DEPTH =40.0′_
• OF CRANE RAIL
OF CRANE RAIL
3/8 DIA. WIRE SPIRAL-
SAND FILL
SECTIONAL
ELEVATION
24 Not. NOMINAL 1/2"DIA.
7-WIRE PRESTRESSING STRAND
36 DIA
30* INNER DIA.
42*OUTER DIAMETER
TYPICAL SECTION OF HOLLOW CIRCULAR P. C. PILE
NOTES:-
J THIS TYPE RECOMMENDED FOR BERTH No. 1
THE INITIAL SURFACING BEHIND THE SEAWALL WILL BE 4′′Bitmac on s'cruSHER RUN STONE OR HARDCORE. AFTER SETTLEMENT THE SURFACING SHOWN OR SIMILAR SHOULD BE PROVIDED.
2.
3.
IN BERTH
4.
MATERIALS:-
5.
6
No. 1 IT IS ESTIMATED THAT PILE LENGTHS MAY VARY FROM ABOUT 70 FT. TO 110 FT. AND DRIVEN OPEN - ENDED OR WITH POINTED SHOES.
(1) PRESTRESSED CONCRETE:
SPECIFIED WORKS CUBE STRENGTH AT 28 DAYS U#=6,000 psi.
SPECIFIED MINIMUN CUBE STRENGTH AT TRANSFER UL-5,000 psi. PRESTRESSING STEEL IN PILES TO B.5. 3617
(H) PRECAST AND IN-SITU REINFORCED CONCRETE !
SPECIFIED WORKS CUBE STRENGTH AT 20 DAYS U#4,500 p.s.).
(H) M.S. REINFORCEMENT TO COMPLY WITH B. S. 785.
100-TON MOORING BOLLARDS TO BE PROVIDEO AT 120 FT. CENTRES ALONG COPE
FOR DETAILS OF FENDERING SYSTEM SEE DRAWING 19.
QUAY
STRUCTURE
TYPE
'A'
PORT WORKS DIVISION
P. W. D.
HONG KONG
18