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Approved Plan - OPW26 0035 (As Published)
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 2. The text section number identifies this passage in the reader.
39
BAY (TYPICALLY AT
60.0
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TO IPWEAQ RS-056 47 P 60 \ \ \ 61
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100m SPACING)
49 48 \\\ 59 62 \\\
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c:\users\jeremy wagner\onedrive - ideal consulting engineers\cameron landreth's files - projects\253001 - moran group rd, kin kin\design\civil\253001 - opw.dwg
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DRIVEWAY FORMATION AND ANY 125mm SUB-BASE TYPE 2.3 CBR45
16
.603
BATTERS TO REMAIN WHOLLY WITHIN
PROPERTY BOUNDARY EXISTING POND 125mm BASE TYPE 2.1 CBR80
PROP
COMPACT BASE AND SUB-BASE
ERTY
6m WIDE PASSING BAY TO 98% STANDARD
188 MORAN GROUP (TYPICALLY AT 100m SPACING).
BOUN
ROAD LOCALISED RETAINING TO 212 MORAN GROUP
LOT 3 SP313539 UPHILL BATTER. ROAD
DARY
LOT 2 SP313539
CUT FILL
CAUTION - EXISTING SERVICES
THE CONTRACTOR IS TO DETERMINE THE EXACT COMPACT SUB-GRADE TYPE 2.5 (MIN DEPTH TBC
LOCATION OF ALL EXISTING SERVICES IN THE VICINITY TO 98% STANDARD WITH PAVEMENT DESIGN)
OF THE PROPOSED WORKS PRIOR TO THE START OF
ANY CONSTRUCTION. THE COST OF ANY UNBOUND GRAVEL PAVEMENT
RECTIFICATION WORKS DUE TO DAMAGE TO EXISTING PAVEMENT DEPTH TBC FOLLOWING
SERVICES SHALL BE BORNE BY THE CONTRACTOR. RECEIPT OF CBR TESTING OF SUBGRADE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED DRIVEWAY ACCESS 253001
A 23-02-26 FOR APPROVAL JW CL 224 MORAN GROUP ROAD, KIN KIN
DATUM AHD
DESIGN JW
0 10 20 30 40 50m ................. SUE & CHRIS SWEET SHEET: 2 OF 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN JW
DESIGN CHECK CL
SCALE 1:1000 A3 (RPEQ 19358) DRIVEWAY LAYOUT PLAN R03 A
DRAWING STATUS
This drawing is not to be copied or amended without written permission from e [email protected] p 0435 575 094
Document Set ID: 24685628
24561133 DATE FEB|2026 Ideal Consulting Engineers FOR APPROVAL a PO Box 353 Yandina 4561 ABN 51 675 481 777
Version: 1, Version Date: 16/04/2026
25/02/2026
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