WEST MAIN CANAL

100x100 WIDE
FLANGE
EAST MAIN CANAL
100x100 WIDE
150x150 WIDE FLANGE FLANGE
42.25M ELEV.
150mm x 50mm x 1.2mm Thick x
6.0m B.I. (Black Iron) Tubular 150x150 WIDE
370 FLANGE

(As per Installed H-beam)

Embedded in a 20cm x 20cm x
30cm depth concrete pedestal
(extended from column) 269
4mm thick wall cladding
(mini rib type) w/ 0.5mm thick x ACTUATOR ACTUATOR ACTUATOR ACTUATOR
5 ACTUATOR ACTUATOR ACTUATOR ACTUATOR

650
52mm x 32mm (2" x 2") metal studs 42.50M ELEV.

598
framing sp. @ 40cm O.C and as 42.25M ELEV. 30
per the width of the wall cladding CONC.BEAM CONC.BEAM CONC.BEAM CONC.BEAM
531
CONC.BEAM CONC.BEAM CONC.BEAM CONC.BEAM

CONTROL ROOM ENCLOSED 200x200 WIDE CONTROL ROOM ENCLOSED 200x200 WIDE
FLANGE 4 4 FLANGE

300
W/ 5" THK. CHB ON PLASTER W/ 5" THK. CHB ON PLASTER
PAINTED FINISH (VERIFY PAINTED FINISH (VERIFY
COLOR) COLOR)

COPY TO EAST
CONTROL ROOM ELEVATION = 39.45M ELEVATION = 39.45M CONTROL ROOM

CONC.BEAM
20MM THICK SLAB
CONC.BEAM CONC.BEAM
20MM THICK SLAB
CONC.BEAM
OPERATION PLATFORM
3 3 OPERATION PLATFORM
CONC.BEAM
20MM THICK SLAB
CONC.BEAM
20MM THICK SLAB
CONC.BEAM CONC.BEAM

1220
1133 1133

2 2
ELEVATION = 36.40M ELEVATION = 36.40M
FOOT BRIDGE 20MM THICK SLAB 20MM THICK SLAB MAINTENANCE PLATFORM MAINTENANCE PLATFORM 20MM THICK SLAB 20MM THICK SLAB FOOT BRIDGE
CONC.BEAM CONC.BEAM CONC.BEAM CONC.BEAM CONC.BEAM CONC.BEAM CONC.BEAM

EL. 39.45M
EL. 33.35M EL. 33.35M

ELEVATION = 33.13M ELEVATION = 33.13M

ELEV. 32.56M ELEV. 32.56M ELEV. 32.56M 1 OGEE CREST ELEV. 32.56M OGEE CREST ELEV. 32.56M 1 ELEV. 32.56M ELEV. 32.56M ELEV. 32.56M ELEV. 32.56M

STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL

SLUICE GATE SLUICE GATE SLUICE GATE SLUICE GATE SLUICE GATE SLUICE GATE SLUICE GATE SLUICE GATE
INTAKE CB ELEV. 31.11M 350x235 350x235 350x235 350x235 350x235 350x235 350x235 350x235 INTAKE CB ELEV. 31.11M

D/S APRON 30.21M ELEV. D/S APRON 30.21M ELEV.

55 330 80 330 110 330 80 330 55

1700

20
SECTION THRU 'B - B'
SCALE: 1:100m

2-16mm Ø Top Bar

8 " x 8" x 8mm H-Beam Post
(Extended thru roof truss )
10mm Ø Stirrup sp.

30
@ 5-10cm, 5-20cm 45
Rest @ 30cm O.C.
4mm thick wall cladding
See Truss Detail (mini rib type) w/ 0.5mm thick x 52mm x 32mm (2"
4mm thick wall cladding
x 2") metal studs framing sp. @ 40cm O.C and as
(mini rib type) w/ 0.5mm thick x 52mm x
2-16mm Ø Bot. Bar
32mm (2" x 2") metal studs framing sp. @ I-BEAM per the width of the wall cladding
40cm O.C and as per the width of the wall 6mm (41") THICK X 4' X 8' Hot 150mm x 50mm x 1.2mm Thick x 6.0m B.I. (Black Iron)
WEST MAIN CANAL cladding Rolled Steel Chequered Plate Tubular Embedded in a 20cm x 20cm x 30cm depth
ASTM A36 BAR ABS GRADE concrete pedestal (extended from column)
B-1 DETAIL 369
150mm x 50mm x 1.2mm
wt= 140.03 kgs ( 140.03 kgs
150mm x 50mm x 1.5 mm
SCALE: 1:10m (308.71 lbs) 3 thick x 6.0m B.I. (Black
Thick x 6.0m B.I. (Black
Iron) Tubular Embedded in 150mm x 50mm x 1.5 mm iron) sp. as shown

(As per Installed H-beam)

4mm thick wall cladding a 20cm x 20cm x 30cm thick x 6.0m B.I. (Black iron)
425 425 335 335 (mini rib type) w/ 0.5mm thick x 52mm x 32mm (2" 3
depth concrete pedestal sp. equally as shown
x 2") metal studs framing sp. @ 40cm O.C and as (extended from column)
per the width of the wall cladding 650
30

598
75mm x 75mm x 6
mm thick x 6.0m
i4 150mm x 50mm x 1.2mm Thick x 6.0m B.I. (Black Iron)
Tubular Embedded in a 20cm x 20cm x 30cm depth
1
8 " x 8" x 8mm concrete pedestal (extended from column) Base of H-Beam Fully 3000 PSI R.C. Beam w/ 2 " Ø x 8" (L) x 1" (C) with 2"
Angle Bar welded on the surface of Thread length L-Type Anchor Bolt
H-Beam Post As per 150mm x 50mm x 1.5 mm 4-16mm Ø Hor. Bar Sp. as
the base plate in contact 8 " x 8" x 8mm H-Beam Post 6"x6"x 8.0mm thick (with nut and washer)
B-1 Contractors Plan 3 shon and 10mm Ø Stirrup sp.
B-1 B-1 B-1 thick x 6.0m B.I. (Black (Extended thru roof truss ) H-Beam
iron) sp. as shown 6"x6"x 8.0mm thick @ 5-10cm, 5-20cm Rest @ 30

300
See Stair Detail 300 (B-2) 30cm O.C.
H-Beam (B-2) Dowel bar Fully Welded on the
3 SEE COLUMN DETAILS 75mm x 75mm x 6mm thick angle
LANDING
Bar located as shown
75mm x 75mm x 6
mm thick x 6.0m 10mm Ø Dowel Bar sp. @ 30cm
Angle Bar Fully welded on exposed 20 O.C.
EL. 39.45M
12 mm Ø Vert. Dowel
B-1

1
2 " Ø x 8" (L) x 1" (C) with 2"
3000 PSI R.C. Beam w/ 4-16mm Ø 67 WEST MAIN CANAL
B-2

B-1

Thread length L-Type Anchor Bolt

B-2
B-2

Hor. Bar Sp. as shon and 10mm Ø

Stirrup sp. @ 5-10cm, 5-20cm
(with nut and washer) SECTION ii-ii
30
Rest @ 30cm O.C. SCALE: 1:100m
529
DN 6"x6"x 8.0mm thick H-Beam 207 233
(B-2) 407 2" Ø G.I. PIPE
UP
i
B-1

B-1

4-12mm Ø Vert. bar 133

ii ii iii (Dowel for base plate 25cm x 20cm x 6mm thck 25 EL. 36.40M
connection) sp. as shown base plate (Embedded in
75mm x 75mm x 6 67
concrete fully welded in the
mm thick x 6.0m 40
corbel rebar as shown)
Angle Bar

B-1 B-1 B-1 B-1 4-12mm Ø Hor. bar sp. as 125 133
150mm x 50mm x shown
150mm x 50mm x 16mmØ RSB
1.5 mm thick x 6.0m 75mm x 75mm x 6 iii 6"x6"x 8.0mm
1.5mm thick x 6.0m
B.I. (Black iron) sp. mm thick x 6.0m thick H-Beam 2-16mm Ø Bar bend as 436 (vertical bars)
B.I. (Black iron) sp. spaced @ 30cm
equally as shown Angle Bar shown
equally as shown O.C. B.W.
3-10mm Ø Bar sp equally
WEST MAIN CANAL as shown
SECTION " 5 " (FLOOR FRAMING)
SCALE: 1:70m 825 FLOW
EL. 33.13M
20 25
425 425 335 335 WEST MAIN CANAL

SECTION iii-iii 10mmØ RSB

(lateral ties)
6mm (14") THICK X 4' X 8' Hot Rolled SCALE: 1:10m spaced @ 30cm
Steel Chequered Plate ASTM A36 BAR
ABS GRADE
wt= 140.03 kgs ( 140.03 kgs (308.71 lbs)
ii 390 O.C. B.W.

435 300
B-1 B-1 B-1 B-1 U/S APRON ELEV. = 30.51M
D/S APRON ELEV. = 30.21M

LANDING 93
210
3000 PSI
148 CONCRETE
B-1

B-2

400
B-1
B-2
B-2

133 2400 PSI

529 140
DN CONCRETE
UP
DENTAL
120 CONCRETE
i 50
B-1

B-1

100 50 50 100 726 50

ii ii iii 2 - 20mm Ø DOWEL
1076
80cm LENGTH
SPACED @ 0.30m
WEST MAIN CANAL

B-1 B-1 B-1 B-1 SECTION i4-i4

iii 150mm x 50mm x 1.2mm Thick
x 6.0m B.I. (Black Iron) Tubular
SCALE: 1:75m
Embedded in a 20cm x 20cm x
30cm depth concrete pedestal
(extended from column)

WEST MAIN CANAL

SECTION " 5 " (FLOORING)

SCALE: 1:70m