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Approved Plans MCU18/0120, RAL18/0013, OPW18/0197
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 24, section 2. The text section number identifies this passage in the reader.
cover.
500 typ
500 typ
Typical.
Slab joint
1500 1500
N12 trimmer bars
50mm side cover.
Kerb Invert Typical.
Saw Joint 25 deep withing
1 day of placing concrete and
1800
1800
Second Pour First Pour
Slab mesh as fill with 5mm x 6mm deep
60°
60°
PIT PIT specified. flexible sealant Backer rod
10mm x 10mm Recess filled
with flexible sealant. R20 x 600 long dowel Remove every
3500mm Min.
at 300mm crs. second wire
Path Path
= =
500 typ 500 typ 180 Slab Slab thickness Slab as
thickening as specified. detailed
Property Boundary Property Boundary
Commercial Driveway (Type B) - 8.0m Width Slab joint Slab joint Grease & cap 120
300 300
in accordance with IPWEA Standard Drawing RS-051 this end only.
DRIVEWAY CROSSOVER DETAIL EDGE TRIMMER DETAIL EDGE TRIMMER DETAIL DOWEL JOINT DETAIL (D.J..) SAWN JOINT DETAILS (S.J.)
SCALE: 1:100 AT A1
FOR SIDE DRAINAGE PIT FOR SIDE DRAINAGE PIT
SCALE 1:20 AT A1 SCALE 1:20 AT A1
Issue Made By Date Description PROPOSED COMMERCIAL DEVELOPMENT Scale : 1:20 AT A1 U.N.O. NOTES:
0 PC 06/07/18 Preliminary ONLY - for DA Approval
at NO. 5 TAYLOR COURT, COOROY
REVISION
A PC 06/07/18 Issue for BA Job No.: 18-0165 1. Do not scale drawings.
2. Scale is correct at A1.
B PC 19/10/18 No changes to sheet. Re-issue CLIENT: HASS HOLDINGS PTY LTD
Dwg No.: C01 3. Check and verify all dimensions
C PC O6/11/18 No changes to sheet. Re-issue Designed By : B.J. WINNING BEngTech (Civil) Drawn By : PC Date : 29/05/18 prior to commencement of work.
D BJW O7/11/18 No changes to sheet. Re-issue Certified By : B.R. CROMAR BEng (Civil), MIEAust, CPEng, RPEQ, NPER Date : 11/09/18 Ph: (07) 5444 5578 Email: [email protected] GENERAL NOTES & DETAILS
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