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App B - Swmp
Original PDF page 13, section 3. The text section number identifies this passage in the reader.
geocomposite
HEIGHT BASE KEY REINFORCEMENT
Expandite Thioflex 600g or similar TYPICAL DRIVEWAY KERB DETAIL KB1 H1 B1 H2 B2 H3 X-bars Y-bars
100 Ag drain to
free draining outlet
drain
4.2 PROPOSED CONTOURS 800 700 200 300 350 N12 at 400 N12 at 400
Clean-out block
30
1000 900 200 300 350 N12 at 400 N12 at 400
0
90
H2
. 1200 1100 200 300 350 N12 at 400 N12 at 400 PROVIDE WEEPHOLES
15 DRIVEWAY LEVEL WHERE REQUIRED
H3
1400 1200 250 300 450 N16 at 400 N16 at 400
PL 1600 1500 250 300 450 N16 at 400 N16 at 400 CONCRETE FOOTING
25mPa
Cut every 2nd reinforcement bar 1800 2000 250 300 450 N16 at 400 N16 at 400 Y Bars
directly under saw joint and B2 Ensure hydraulic connection of
depress fabric locally
KEY JOINT B1
geocomposite drain & subsoil line
N16 @ 400 crs each way
TYPICAL SAW JOINT DETAIL-SJ
NOTE:- SAW CUTS (USING A SOFT CUT SAW) SHALL BE
SAW JOINT Computer File
240771OPW.DWG
INSTALLED WITHIN 8 HOURS OF CONCRETE PLACEMENT
(WHEN AVERAGE AMBIENT TEMPERATURE EXCEEDS 32° DRAWING NUMBER SHEET REV.
TYPICAL RETAINING WALL
THIS TIME SHALL BE REDUCED TO 4 HOURS).
NOT TO SCALE 24-0771-OPW3 3 D
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