Original source · versioned page text
Civil plans
Attached to the e-mail Response to Information Request - MCU18/0120, RAL18/0013, OPW18/0197.
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 2. The text section number identifies this passage in the reader.
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.
CLIENT: HASS HOLDINGS PTY LTD
Dwg No.: C01 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil) Drawn By : PC Date : 29/05/18 prior to commencement of work.
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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