ELEV. 39.10 ELEV. 39.10 16mm Ø Vert. Bar sp. @ 220mm O.C.
FILTER CLOTH
6" X 6" Galvanized steel wire
mesh, WWF 4 x 4-W4 x W4
MEDIUM GRAVEL anchored firmly to back face of
16mm Ø Hor. Bar sp. @ 200mm O.C. 25mm Ø-39mmØ wall
FINE GRAVEL MEDIUM GRAVEL
16mmØ-15mmØ 25mm Ø-39mmØ
FINE GRAVEL
16mm Ø Hor. Bar sp. @ 200mm O.C. 16mmØ-15mmØ 25mm Ø Bent Bar sp. @ 44cm O.C.
SELECTED EARTHFILL WITH 95% MDD
2" Ø WEEPHOLES SP. 2.0m (COMPACTED EVERY 200mm THICK)
O.C. STAGGERED
SEE SCHEDULE OF REINFORCEMNET
16mm Ø Vert. Bar sp. @ 220mm O.C.
2" Ø WEEPHOLES SP. 2.0m
O.C. STAGGERED
SEE SCHEDULE OF REINFORCEMNET
DAM CREST ELEV. 37.00 6" X 6" Galvanized steel wire
FILTER CLOTH mesh, WWF 4 x 4-W4 x W4
anchored firmly to back face of
wall
MEDIUM GRAVEL MEDIUM GRAVEL SELECTED EARTHFILL WITH 95% MDD
25mm Ø-39mmØ 25mm Ø-39mmØ (COMPACTED EVERY 200mm THICK)
FINE GRAVEL FINE GRAVEL 25mm Ø Bent Bar sp. @ 44cm O.C.
16mmØ-15mmØ 16mmØ-15mmØ
16mm Ø Vert. Bar sp. @ 220mm O.C.
16mm Ø Vert. Bar sp. @ 200mm O.C.
RUBBLE MASONRY w/ 211 KG/SQ.CM
CONCRETE BINDER
10mm Ø Hor. Bar
Sp. @ 18cm O.C.
2" Ø WEEPHOLES SP. 2.0m
O.C. STAGGERED
25mm Ø Bent Bar sp. @ 22cm O.C.
U/S Apr. ELEV. 34.60
10mm Ø Fillet Bar
30cm x 30cm FILLET 30cm x 30cm FILLET Sp. @ 30 cm O.C.
End Sill ELEV. 34.00 10mm Ø Fillet Bar End Sill ELEV. 34.00 10mm Ø Fillet Bar
Sp. @ 30 cm O.C. Sp. @ 30 cm O.C.
D/S Apr. ELEV. 33.60 D/S Apr. ELEV. 33.60
ELEV. 33.60 ELEV. 33.60
16mm Ø sp. @ 125mm O.C. 16mm Ø sp. @ 125mm O.C.
20mm Ø sp. @ 125mm O.C. 20mm Ø sp. @ 220mm O.C.
20mm Ø sp. @ 125mm O.C. 20mm Ø sp. @ 125mm O.C. 20mm Ø sp. @ 220mm O.C.
6-16mm Ø HOR. BARS 6-16mm Ø HOR. BARS
SECTION THRU ' D-1 - D-1 ' W/ 10mm Ø TIES ALTE. SECTION THRU ' D - D ' W/ 10mm Ø TIES ALTE.
SCALE: 1:25 SPACED @ 0.30m O.C. (See SCALE: 1:25 SPACED @ 0.30m O.C. (See
Spot Detail of Pile Cap / Spot Detail of Pile Cap /
Shear Key) Shear Key)
BAR "B" - 10mm Ø BARS BAR "B" - 10mm Ø BARS
SP. @ 0.40 m. O.C. SP. @ 0.40 m. O.C.
ALTERNATE WITH ALTERNATE WITH
See Concrete Pile Cap BAR "A" (See Spot
Detail of PPile
See Concrete Pile Cap BAR "A" (See Spot
Detail of PPile
Detail (Steel Sheet Pile) Cap/Shear Key)
Detail (Steel Sheet Pile) Cap/Shear Key)
SKSP TYPE II SKSP TYPE II
SCHEDULE OF REINFORCEMENT
LENGTH = 6 m LENGTH = 6 m SCALE: 1:25
WEIGHT = 48 kg / m WEIGHT = 48 kg / m
SECTION MODULUS = 874 cm³ SECTION MODULUS = 874 cm³
WIDTH = 400 mm WIDTH = 400 mm
HEIGHT = 100 mm HEIGHT = 100 mm
THICKNESS = 10.5 mm THICKNESS = 10.5 mm
SECTION AREA = 61.18 cm² R E T A I N I N G W A L L D E T A I L SECTION AREA = 61.18 cm²
NOTE : SCALE: 1:25 NOTE :
USE 6 m length of Sheet Pile: USE 6 m length of Sheet Pile:
BAR "B" - 10mm Ø BARS @ 0.30m. O.C. BAR "B" - 10mm Ø BARS @ 0.30m. O.C. END SILL
ELEV. 34.00
ALTERNATE WITH BAR "A" ALTERNATE WITH BAR "A"
BAR "A" - 10mm Ø BARS @ 0.30m. O.C. BAR "A" - 10mm Ø BARS @ 0.30m. O.C.
ALTERNATE WITH BAR "B" ALTERNATE WITH BAR "B"
2-16mm Ø Inclined Bar
SKSP TYPE II STEEL SHEET PILE SKSP TYPE II STEEL SHEET PILE
20cm Thick Cut-off wall with 12mm
SECTION SECTION Ø Reinforcing Bar Spaced at 25cm
O.C. B.W. (Double Reonforced)
BAR "B" - 10mm Ø BARS
@ 0.30m. O.C. ALTERNATE ELEV. 33.60
WITH BAR "A"
BAR "A" - 10mm Ø BARS BAR "B" - 10mm Ø BARS END SILL
ELEV. 34.00
@ 0.30m. O.C. ALTERNATE @ 0.30m. O.C. ALTERNATE
WITH BAR "B" WITH BAR "A"
PLAN 6" X 6" Galvanized steel
wire mesh, WWF 4 x 4-W4 x
BAR "A" - 10mm Ø BARS
W4 anchored firmly to back
@ 0.30m. O.C. ALTERNATE
SPOT DETAIL OF PILE CAP/SHEAR KEY WITH BAR "B"
face of wall
SCALE 1:50 m PLAN 12mm X 0.45m
RSB EACH
FACE
SPOT DETAIL OF PILE CAP W/ END SILL
SCALE 1:50 m
R E T A I N I N G W A L L C U T - O F F W A L L D E T A I L
SCALE: 1:25
2" Ø weep hole
Wall Backface
WEEP HOLE DETAIL
SCALE: NDTS
