+15.00
135'-0"
15-0
15'-0"
isto
I5-0*
15'-0"
+12.75'
+0.75'
M.M.H.W+7.1Q
- 8′′x 30′′ H. W. FENDER AT 2-6'%
2"x 12′′ H.W. UPPER AND LOWER WALINGS-
M.LLW+2:00)
0.00 ̊C.D.
~60.00'
_-70·00'
39-3*
38′-0′′
50-0′′
15-0*
R. 38-0
42*0.0. HOLLOW CIRCULAR PRESTRESS
I CONCRETE PILES
CONTAINER-CRANE TRACK soʻoʻ gauge
15-0
15-0°
3"BITMAC AND
1-6x 2-3 SERVICE DUCT
-12 ASPHALTIC CONCRETE
72 LEAN CONCRETE →
+15.00'
LIN 100
FLAT
TYPE STEEL SHEET PILING
FRONT ELEVATION
45'-0"
45'-0"
45-0"
FLAT-TYPE STEEL SHEET PILI
„15-0*
7-6′′
„5-6′′ x 5′′6′′.
PILE CAP
24"x 24′′
TIE BEAMS
R. 38'-0"
—–BʻX JOH.W.FENDER AT 2-6%
R.C. BRACKET
PLAN
ENGINEERING REPORT
CONTAINER TERMINAL
KWAI CHUNG
5-6′′ × 5-6′′
PILE CAP
RUBBER BUFFER
2′′K (2′′H.W.UPPER AND LOWER WALINGS
RECOMMENDED
R. C. TIE BEAM
R. C. CRANE BEAM
- 5'-6′× 5'′-6′ x 16 PILE CAP
0.00' C.D.
APPROX. EXISTING
SEA BED -28-00'
-35.00
POSSIBLE FUTURE DREDGED DEPTH-40.00
SOFT CLAY
0.00 ̊C.D.
42′′O.D. HOLLOW CIRCULAR PRESTRESSED CONCRETE PILES
FLAT-TYPE STEEL SHEET PILING
GRANULAR FILL
~60-00'
-70.00
COMPACT SOIL
RUBBER BUFFER
KERB LEVEL +15·00′
SECTIONAL ELEVATION
2-4*
2-6"
SLOT FOR TRAILING CABLE
+13.25'
x10 FENDER
SERVICE DUCT
+10.25'
OF CRANE RAIL
€ OF CRANE RAIL
12′′ x 12′′ H.W. WALING
R.C. BRACKET
Bo'x 72"RECESS 5 DEEP
ree
CRANE RAIL
AT 175 LB/YD. APPROX.
R.C. CRANE BEAM
RECLAMATION
FILL
SOFT CLAY
NOTES:-
DETAILS OF FENDERING SYSTEM
1. THIS TYPE RECOMMENDED FOR BERTHS No. 2, 3 AND 4.
2. THE INITIAL SURFACING WILL BE 4* BITMAC ON 8*CRUSHER RUN STONE OR HARDCORE,
3.
4.
5.
6.
AFTER SETTLEMENT THE SURFACING SHOWN OR SIMILAR SHOULD BE PROVIDED.
FLAT-TYPE STEEL SHEET PILING TO BE 15-7° WIDE * 0-374" THK. WEIGHING 36.4 LB. PER FT, RUN OR SIMILAR,
HOLLOW CIRCULAR PRESTRESSED CONCRETE PILES AS TYPICAL SECTION ON DRAWING 18. THEIR LENGTHS WILL VARY AND ARE ESTIMATED AT ABOUT HO FT. FOR BERTHS Nos. 2 AND 3 AND 70 FT. TO 110 FT. FOR BERTH No. 4. THEY MAY BE DRIVEN OPEN-ENDED OR WITH POINTED SHOES.
MATERIALS:-
(1) PRESTRESSED CONCRETE PILES:
SPECIFIED WORKS CUBE STRENGTH AT 28 DAYS Uw=6,000 p.s.l. SPECIFIED MINIMUM CUBE STRENGTH AT TRANSFER Wt=5,000 psi. 7-WIRE PRESTRESSING STRAND TO B. 5. 3647
(i) PRECAST AND IN-SITU REINFORCED CONCRETE:
SPECIFIED WORKS CUBE STRENGTH AT 28 DAYS Uw=4,500 psl.
(HI) M. S. REINFORCEMENT TO COMPLY WITH B. 5. 785
100-TON MOORING BOLLARDS TO BE PROVIDED AT 120 FT. CENTRES ALONG COPE.
QUAY
STRUCTURE
TYPE 'B'
PORT WORKS DIVISION
P. W. D.
HONG KONG
19