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Appendix J - Civil Engineering Report and SBSMP.pdf
VERGE FOOTPATH
EXISTING CONCRETE FOOTPATH TO MATCH EXISTING
(DOWEL JOINTS TO EXISTING AS PER STANDARD
TOPSOIL 150mm THICK OR DRAWING RS-065)
TO MATCH EXISTING
F.S.L.
SELECTED EXCAVATION MATERIAL N12 DOWEL BAR EPOXY BONDED TO
COMPACTED TO AS1289.5.1.1. ORIGINAL CONCRETE AT 450mm CENTRES
95% STANDARD COMPACTION.
WATER MARKER TAPE-W SELECTED EXCAVATION MATERIAL
CONTINUOUS WIRE CORE COMPACTED TO AS1289.5.1.1.
100% STANDARD COMPACTION.
NEW DN100 OPVC PN16 WATERMAIN
NEW OD125 PE100 PN16 WATERMAIN
EMBEDMENT ZONE MATERIAL TO BE
IN ACCORDANCE WITH TABLE G2
OF AS2566.2.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 18-03-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 27-11-20 REVISED AS PER COUNCIL RFI MEETING MM CL DATUM AHD SHEET: 17 OF 17
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
C 08-02-21 FOR CONSTRUCTION JP TS DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 TYPICAL TRENCH W17 C
CL
e [email protected] w www.barlowshelley.com.au
DATE 18-03-20
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers FOR CONSTRUCTION a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 DETAILS
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