Original source · versioned page text
IR Response Attachment 2 - Civil Engineering Plans (rec. 17.11.25) MCU25/0091
Plans and drawings: the text below has words only, no drawings.
EX. EDGE OF ROAD
EX. EDGE OF ROAD
UNBOUND GRAVEL PAVEMENT 6.0m
DRIVEWAY CROSSOVER
NOM 1v:8h GRADE FOR FIRST 9m
RETAINING WALL
IF/AS REQUIRED
NATURAL SURFACE
1 in 8 BATTER TO NATURAL 1 IN 2 TYP.
3%
YP. -3% (1 IN 1 MAX AS DRIECTED BY
3T X
1 inn 2 MA GEOTECHNICAL CONSULTANT)
NATURAL SURFACE 1i
EXISTING GRAVEL PAVEMENT
(MORAN GROUP ROAD)
TYPICAL PASSING BAY SECTION
DRIVEWAY CROSSOVER GENERAL SECTION 1:50 AT A3
1:100 AT A3
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3.0m
BATTER CUT FACE TO TIE IN WITH
EXISTING. PERMANENT BATTER SLOPES
TBC BY GEOTECHNICAL ENGINEER
CBR80 TOP COURSE LAYER
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NATURAL SURFACE
(NOM. 125 THICK)
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CBR45 SUB-BASE LAYER
(THICKNESS TBC)
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6.0m
c:\users\jeremy wagner\onedrive - ideal consulting engineers\cameron landreth's files - projects\253001 - moran group rd, kin kin\design\civil\253001 - da civil driveway.dwg
CBR15 STRUCTURAL LAYER USE CBR45 MATERIAL
AS REQUIRED FOR SLOPE FOR TYP. 1v:3h TYP. 6.0m
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COMPACTED SHOULDER
INDICATIVE ACCESS DRIVEWAY SECTION
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1:50 AT A3
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125mm SUB-BASE TYPE 2.3 CBR45
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125mm BASE TYPE 2.1 CBR80
3.0m
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COMPACT BASE AND SUB-BASE
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TO 98% STANDARD
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RETAINING WALL AS REQUIRED
CUT FILL ON UPHILL (CUT) SLOPE.
MAX HEIGHT 1m.
COMPACT SUB-GRADE TYPE 2.5 (MIN DEPTH TBC
TO 98% STANDARD WITH PAVEMENT DESIGN)
UNBOUND GRAVEL PAVEMENT
PAVEMENT DEPTH TBC FOLLOWING TYPICAL PASSING BAY LAYOUT
RECEIPT OF CBR TESTING OF SUBGRADE
1:100 AT A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED DRIVEWAY ACCESS 253001
1 30-07-25 FOR APPROVAL CL CL 224 MORAN GROUP ROAD, KIN KIN
DATUM AHD
2 13-11-25 RESPONSE TO COUNCIL RFI JW CL
DESIGN CL
................. SUE & CHRIS SWEET SHEET: 4 OF 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN CL AS NOTED
DESIGN CHECK CL
(RPEQ 19358) DETAILS P04 2
DRAWING STATUS
This drawing is not to be copied or amended without written permission from e [email protected] p 0435 575 094
DATE 30-07-25 Ideal Consulting Engineers FOR APPROVAL a PO Box 353 Yandina 4561 ABN 51 675 481 777
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