Note: For Inclined Wall repair it shall be based

211 kg/ sq.cm Reinf. Concrete

on actual field condition (If ever found during
w/ 12mm Ø RSB Sp. @ 30cm
construction that the damage is beyond this
O.C. B.W. (Remove and replace
limit, Repair shall be extended to the last
the damage concrete) See
damage portion)
2-4" (150mm) Ø Weep Holes General Plan
Ss=0.5% between every S I N D A N G A N R I V E R
counter fort D

PROPERLY TRIMMED BETWEEN DAMAGE (SCOURED) AND UNDAMAGED CONCRETE

ELEV. 37.22 ELEV. 37.22

4" (150mm) Ø Weep 2-4" (150mm) Ø Weep

Holes Ss=0.5% sp. ELEV. 100 mm Ø PVC Pipe ELEV. 35.22 Holes Ss=0.5%
2.0m O.C. 35.22 between every EXISTING DIVERSION WORK LEFT
211 kg/ sq.cm Reinf. (S-1000) (See Drain SIDE SLOPE PROTECTION
Pipe Detail-1) counter fort
Concrete w/ 12mm Ø
RSB Sp. @ 30cm O.C.
Selected
B.W. (Remove and 2" (50mm) Ø Weep 2-2" (50mm) Ø Weep
Earth Fill (Compacted every
replace the damage Holes Ss=0.5% sp. Holes Ss=0.5%
concrete) 200mm thick w/ MDD of
2.0m O.C. Between every
95-100% w/ a moisture content
counter fort
w/in + 3% of the Optimum)
WS ELEV. 33.03 WS ELEV. 33.03

2400 PSI REINF. CONCRETE PAVER BLOCKS

2-2" (50mm) Ø Weep ELEV. 29.82 (Depended on the actual elevation of the river bed)
FILTER DRAIN
Holes Ss=0.5%
Note: For Inclined
Between every
Wall repair it shall
be based on actual
counter fort C C LEGEND:
field condition (If ELEV. 30.22 ELEV. 30.22
ever found during ELEV. 30.02 ELEV. 30.02
ELEV. 29.82 (Depended on the actual elevation of the river bed) ELEV. 29.82 (Depended on the actual elevation of the river bed)
construction that
the damage is 2400 PSI REINF. CONCRETE PAVER BLOCKS 2400 PSI REINF. CONCRETE PAVER BLOCKS
beyond this limit, Counter Fort

W A L L
Repair shall be
extended to the last See Retaining Wall
damage portion) Detail

R E T A I N I N G
E E
A B

STD. STEEL SHEET PILE (400mm x 100mm x STD. STEEL SHEET PILE (400mm x 100mm x 2-4" (150mm) Ø
10mm x 6.0m length SKSP TYPE II) 10mm x 6.0m length SKSP TYPE II) Weep Holes
2-4" (150mm) Ø Weep Holes Ss=0.5% between every counter fort See Retaining Wall
Ss=0.5% between
(Perforated on half of its face) Detail
every counter fort
Counter Fort
(Perforated on
half of its face)
N

Counter Fort

Counter Fort

Counter Fort

Counter Fort

Counter Fort

Counter Fort

Counter Fort
6" (150mm) Ø Main
Drain (Perforated on SCALE 1 : 50 m
half of its face)

SECTION D-D SECTION E-E 6" (150mm) Ø Main

A B
SCALE: 1:100 SCALE: 1:100 Drain (Perforated on
Half of its face) See Filter Drain
D
Drain Pipe Detail-1
DRAIN PIPE LAYOUT PLAN
SCALE: 1:100
Selected
211 kg/ sq.cm Reinf. Concrete Earth Fill (Compacted every
w/ 12mm Ø RSB Sp. @ 30cm 200mm thick w/ MDD of
O.C. B.W. (Remove and replace 95-100% w/ a moisture content
the damage concrete) See w/in + 3% of the Optimum)
General Plan
2-4" (150mm) Ø Weep
Holes Ss=0.5%
between every
2-4" (150mm) Ø Weep counter fort
Holes Ss=0.5%
between every
counter fort

Selected
Earth Fill (Compacted every
200mm thick w/ MDD of
2-2" (50mm) Ø Weep 95-100% w/ a moisture content
Holes Ss=0.5% CONCRETE PAVER
w/in + 3% of the Optimum) BLOCKS
Between every
ELEV. 37.22
counter fort 2-2" (50mm) Ø Weep
211 kg/ sq.cm Reinf. Holes Ss=0.5%
100mm Ø PVC Between every
Concrete w/ 12mm Ø 150mm Ø PVC Pipe (S-1000) Pipe (S-1000) counter fort
RSB Sp. @ 30cm O.C.
B.W. (Remove and
replace the damage STD. STEEL SHEET PILE
concrete) STD. STEEL SHEET PILE (400mm x 100mm x (400mm x 100mm x 10mm
10mm x 6.0m length SKSP TYPE II) x 6.0m length SKSP TYPE
II)
Selected
Earth Fill (Compacted every
200mm thick w/ MDD of 3/8" Ø
WS ELEV. 33.03
95-100% w/ a moisture content PERFORATED SP. 1 AT QTR. POINTS P E R S P E C T I V E
w/in + 3% of the Optimum) STAGG. AT 45° SCALE: NDTS (FACING UPSTREAM)
P E R S P E C T I V E
Note: For Inclined
SCALE: NDTS (SHOWING COUNTER FORT)
Wall repair it shall
be based on actual 2.0m SPACING CENTER
field condition (If 150mm x 100 mm Ø PVC TEE TO CENTER
ever found during ELEV. 30.02 Pipe (S-1000)
construction that
the damage is
beyond this limit,
Repair shall be
extended to the last See Retaining Wall
damage portion) Detail
45°

STD. STEEL SHEET PILE (400mm x 100mm x

10mm x 6.0m length SKSP TYPE II)

DRAIN PIPE DETAIL

SECTION E-E
SCALE: 1:100
15 cms THK. FINE AGG - CONC. SAND

30 cms THK. 3/4" - 1 1/2" COARSE AGG

15 cms THK. 3/16" - 3/4" COARSE AGG

15

15

30

15

15

15 30 15
15 15

ILTER DETAIL
r