20cms. thk.

20cms. thk. x 50 x 110 211kg/sq.cm CONC.

REMOVABLE PRE-CAST RC WEARING SURFACE
SLAB w/ 3-12mm Ø LONG w/ 12mm Ø RSB sp.
BARS and 30cms. O.C. BOTH
4-12mm Ø TIE BARS CREST WAYS
ELEV. 37.50 ELEV. 37.50
Existing 40mm Ø 40mm Ø PVC DRAIN PIPE
PVC DRAIN PIPE sp. 2.0m ON CENTER
DAM CREST
ELEV. 37.00 sp. 100cm ON
CENTER
12mm Ø RSB sp. 12mm Ø RSB sp.
30cms. O.C. BOTHWAYS ELEV. 30cms. O.C. BOTHWAYS
36.40
U/S ELEV. 36.10 D/S ELEV. 36.10 D/S ELEV. 36.10
ELEV. 36.0
10mm RSB Sp.
RUBBLE MASONRY w/ RUBBLE MASONRY w/ 211kg/sq.cm. CONC. BINDER @ 30cm O.C.
211kg/sq.cm. CONC.
BINDER SS
10cms thk. 211kg/sq.cms. =1 4-16mm RSB
CHUTE BLOCK ELEV. 34.20 12 mm Ø Dowel .5 HOR. Bar
12mm Ø RSB sp. Existing 20cms thk. 211kg/sq.cms. CONC. COW w/ CONC. BEDDING :1
U/S APRON ELEV. 34.60 15cm thk. Additional Bar Hook 180° on
30cms. O.C. BOTHWAYS Ogee Wearing Surface 12mm Ø RSB sp. 30cms. O.C. B.W. to be Demolish
vert. Bar

20cms thk. 211kg/sq.cms. CONC. COVERING w/ 40mm Ø PVC DRAIN PIPE

12mm Ø RSB sp. 30cms. O.C. B.W. END SILL sp. 2.0m ON CENTER
ELEV. 34.00
ELEV. 33.60 D/S Apron Elev. 33.60 Bottom of Existing 20cms thk. 211kg/sq.cms. ELEV. 33.60 D/S ELEV. 33.60
CONC. COW w/ 12mm Ø RSB sp. 30cms. O.C. B.W. BEAM DETAIL See Beam Detail
SCALE: NDTS

12mm Ø RUBBLE MASONRY w/ 211KG/sq.m CONC. BINDER ELEV. 32.90

RSB sp.
15 x 15 FILLET 30cms. O.C.

Det see
ail A
10cms thk. 211kg/sq.cms. B.W.
CONC. BEDDING 10cms thk. 211kg/sq.cms.
CONC. BEDDING
100mm Ø HOR. PVC PIPE w/ 10 mm Ø 2m x 1m x 1m 2400 PSI PLAIN CONCRETE BLOCKS
PERFORATIONS sp. 25mm O.C. AT QUARTER POINTS
STAGGERED - BOTH ENDS OF PVC PIPE PLUGGED
20cms thk. 211kg/sq.cms. 2-16mm Ø Dowel
CONC. COW w/ 12mm Ø 80cm Lenght spaced
RSB sp. 30cms. O.C. B.W. @30cm O.C. 30cms. thk. COARSE AGGREGATES
New 20cms thk. 211kg/sq.cms. CONC. COW w/
20cms thk. 211kg/sq.cms. 20cms thk. 211kg/sq.cms. 12mm Ø RSB sp. 30cms. O.C. B.W. (20mm Ø - 40mm Ø ) 7-16mm Ø HOR. BARS
CONC. COW w/ 12mm Ø CONC. COW w/ 12mm Ø 100mm Ø HOR. PVC PIPE W/ 10mm Ø TIES ALTE.
RSB sp. 30cms. O.C. B.W. RSB sp. 30cms. O.C. B.W. w/ 10 mm Ø SPACED @ 0.30m O.C.
PERFORATIONS sp. 15cms thk. COARSE AGGREGATES (See Spot Detail of Pile
25mm O.C. AT QUARTER (5mm Ø - 20mm Ø) Cap / Shear Key)
POINTS STAGGERED - New 20cms
BOTH ENDS OF PVC PIPE thk. 211kg/ 15cms thk. FINE AGGREGATES BAR "B" - 10mm Ø BARS
PLUGGED sq.cms. CONC. (Conc. - Sand) SP. @ 0.40 m. O.C.
30cms. thk. COARSE COW w/ ALTERNATE WITH BAR
AGGREGATES 20cms thk. 211kg/sq.cms.
12mm Ø RSB "A" (See Spot Detail of
(20mm Ø - 40mm Ø ) 15cms thk. COARSE CONC. COW w/ 12mm Ø
AGGREGATES sp. 30cms.
O.C. B.W.
S E C T I O N T H R U 'B - B' RSB sp. 30cms. O.C. B.W.
PPile Cap/Shear Key)

(5mm Ø - 20mm Ø) SCALE: 1:50 SKSP TYPE II

15cms thk. FINE LENGTH = 6 m
AGGREGATES WEIGHT = 48 kg / m
(Conc. - Sand) See Concrete Pile Cap SECTION MODULUS = 874 cm³
Detail (Steel Sheet Pile) WIDTH = 400 mm
HEIGHT = 100 mm
THICKNESS = 10.5 mm
SECTION AREA = 61.18 cm²

ELEV. 48.10 NOTE :

USE 6 m length of Sheet Pile:

ELEV. 47.40
CONCRETE ROOFING
10cm THK. REINF. w/
10mm SP. 15cm O.C.

2" dia. G.I. Pipe

Sched. 40 Railings ELEV. 45.70

ELEV. 44.70

ELEV. 41.70

ELEV. 40.70 ELEV. 40.70

Existing 20cms. THK. 211

kg/Sq.cm Conc. Inclined Wall
w/ 12mm Ø RSB sp. 30cms
O.C. B.W. OUTLINE
OF PIER EXISTING SLOPE PROTECTION
SS= 1.5 : 1

G2
G2 Existing 7.10m HIGH
COUNTERFORT
ELEV. 37.20 RETAINING WALL

Outline of OGEE (See

Section Thru 'A-A' )

TOP OF SKIMMING
WEIR ELEV. 36.00 10mm RSB Sp.
@ 30cm O.C.
ELEV. 35.60
4-16mm RSB
20mm Ø RSB sp. HOR. Bar
12mm Ø RSB sp. 12 mm Ø Dowel
22cms O.C.
30cms. O.C. BOTHWAYS Bar Hook 180° on
ELEV. 34.60 vert. Bar

40mm Ø PVC DRAIN PIPE 7-16mm Ø HOR. BARS

embedded ON center pier END SILL ELEV. 34.00 W/ 10mm Ø TIES ALTE.
SPACED @ 0.30m O.C.
(See Spot Detail of Pile
211 kg/sq.cms CONCRETE
ELEV. 33.60 ELEV. 33.60 Cap / Shear Key) BEAM DETAIL
BAR "B" - 10mm Ø BARS SCALE: NDTS
See Beam Detail
SP. @ 0.40 m. O.C.
BASE OF EXISTING COUNTERFORT ALTERNATE WITH BAR
"A" (See Spot Detail of ELEV. 32.90
EXISTING RUBBLE MASONRY w/ 211KG/sq.m CONC. BINDER PPile Cap/Shear Key)
16mm Ø RSB 10cms thk. 211kg/sq.cms.
sp. 28cms O.C. CONC. BEDDING 100mm Ø HOR. PVC PIPE w/

100mm Ø HOR. PVC PIPE w/

10 mm Ø PERFORATIONS sp.
25mm O.C. AT QUARTER
2m x 1m x 1m 2400 PSI PLAIN CONCRETE BLOCKS
10 mm Ø PERFORATIONS sp. POINTS STAGGERED -
25mm O.C. AT QUARTER PROVIDE PLUGS ON BOTH
20cms thk. 211kg/sq.cms. POINTS STAGGERED - ENDS OF PIPE
CONC. COW w/ 12mm Ø PROVIDE PLUGS ON BOTH
20cms thk. 211kg/sq.cms. 30cms. thk. COARSE
RSB sp. 30cms. O.C. B.W. ENDS OF PIPE
CONC. COW w/ 12mm Ø AGGREGATES
RSB sp. 30cms. O.C. B.W. 30cms. thk. COARSE (20mm Ø - 40mm Ø )
AGGREGATES
(20mm Ø - 40mm Ø ) 15cms thk. COARSE AGGREGATES 20cms thk. 211kg/sq.cms.
(5mm Ø - 20mm Ø) CONC. COW w/ 12mm Ø
RSB sp. 30cms. O.C. B.W.
15cms thk. COARSE
AGGREGATES 15cms thk. FINE AGGREGATES
(Conc. - Sand)
(5mm Ø - 20mm Ø)
S E C T I O N T H R U ' C2- C2 '
15cms thk. FINE
AGGREGATES (EXISTING STRUCTURE)
(Conc. - Sand)
SCALE: 1:50

SKSP TYPE II
See Concrete Pile Cap LENGTH = 6 m
WEIGHT = 48 kg / m
Detail (Steel Sheet Pile) SECTION MODULUS = 874 cm³
WIDTH = 400 mm
HEIGHT = 100 mm
THICKNESS = 10.5 mm
SECTION AREA = 61.18 cm²

NOTE :
LEGEND:
USE 6 m length of Sheet Pile:
EXISTING
STRUCTURE

RUBBLE MASONRY

NATURAL GROUND

EXISTING STRUCTURE TO
BE CHIP OFF FOR RUBBLE
MASONRY FOUNDATION
EXISTING
STRUCTURE TO BE
DEMOLISH AND
LOWERED

NEW PROPOSED
STRUCTURE