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.
ENGINEERING
CONCEPT CIVIL DESIGN
- NOOSA SHIRE COUNCIL -
PROJECT:
PROPOSED DRIVEWAY ACCESS
AT 224 MORAN GROUP ROAD,
KIN KIN
CLIENT:
SUE & CHRIS SWEET
PROJECT No: SUBJECT LOT
253001
SCHEDULE OF DRAWINGS
DWG DESCRIPTION
253001-P01 Locality Plan and Schedule of Drawings
253001-P02 Driveway Layout Plan
253001-P03 Driveway Inset and Sight Lines
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
253001-P04 Details
253001-P05 Proposed Driveway Longitudinal Section
253001-P06 Proposed Driveway Typical Cross Sections
MO
RA
NG SITE LOCATION
RO
UP
RD
LOCALITY PLAN
NOT TO SCALE
PROPERTY DESCRIPTION
LOT 1 ON SP313593
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: 1 OF 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN CL
DESIGN CHECK CL
(RPEQ 19358) LOCALITY PLAN & SCHEDULE OF DRAWINGS P01 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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Page 2
LEGEND PROPOSED GRAVEL DRIVEWAY PROPOSED CULVERT PIPE 78.0 ————_ PROPOSED SURFACE CONTOUR (0.25m) EXISTING EDGE OF ROAD/ACCESS, EXISTING FENCE EXISTING SURFACE GRADE CHANGE Ceannnnnncnnnne — EXISTING VEGETATION ------ 49 —--—- EXISTING SURFACE CONTOUR (0.25m) 215 MORAN GROUP ROAD LOT 3 RP207968 is ce a a res Me GE tet EXISTING DN375 RCP CULVERT UNDER MORAN GROUP ROAD DOWNSTREAT OF NEW DRIVEWAY ACCESS LOCATION 5 al ~~ 6m WIDE PASSING BAY (TYPICALLY AT 100m SPACING) ‘ ft ) ae __ BATTERS TO REMAIN WHOLLY WITHIN © PROPERTY BOUNDARY fo : e I 188 MORAN GROUP “(TYPICALLY AT 100m SPACING). NOTE: 4 ROAD LOCALISED RETAINING TO FINAL DRIVEWAY SETOUT SUBJECT © LOT 3SP313539 : HILL BATTER. . ; i R : TO FEATURE DETAILED SURVEY OF es ; oe : ; ? ’ : EXISINTG UNFORMED ACCESS TRACK CAUTION - EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF ALL EXISTING SERVICES IN THE VICINITY. OF THE PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR. clusers\jeremy wagnerlonedrive - ideal consulting engineers\cameron landreth’s files - projects\253001 - moran group rd, kin kinldesign\civil253001 - da civil driveway.cwwg REV | DATE} DESCRIPTION sy | cHKD DETAILS SCALE APPROVED PROPOSED DRIVEWAY ACCESS 53001 [0-07-25 | FOR APPROVAL 7 7 y 224 MORAN GROUP ROAD, KIN KIN 2 _| 13-11-25 | RESPONSE TO COUNCIL RFI Jw cL — ~ 0 10 0 30 40 50m A oe eG oa e SUE & CHRIS SWEET SHEET: 2 OF 6 DRAWN a Cp} | ] rector: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER | REV DeslGn NECK a SCALE 1:1000 A3, (RPEQ 19358) ENGINEERS DRIVEWAY LAYOUT PLAN P02 5 This drawing is otto be copied or amended wthout writen permission om || DRAWING STATUS € [email protected] P0435 575 094 DATE 30-07-25 ideal Consulting Engineers FOR APPROVAL @ PO Box 353 Yandina 4561 ABN 51 675 481 77
Page 3
LEGEND
Ses
PROPOSED GRAVEL DRIVEWAY
78.0 PROPOSED SURFACE CONTOUR (0.25m)
a EXISTING EDGE OF ROAD/ACCESS
oo 2s EXISTING FENCE
pen EXISTING SURFACE GRADE CHANGE
Cannnnnnnnnnnnnss — EXISTING VEGETATION
Sitee as.
------ 49 ——-—~- EXISTING SURFACE CONTOUR (0.25m) 212 MORAN GROUP few
ROAD
‘ACCOMMODATE PASSING BAY
(MAX HEIGHT 1m)
XISTING CATTLE GRI
peas eee iF
~ CONNECTION TO MATCH
EXISTING PROPERTY ACCESS
212 MORAN GROUP ROAD)
» +) GROUP ROAD
4 ~, LOT 3 RP207968 _
ee
, 188 MORAN GROUP
P ROAD
LOT 3 SP313539
Bee ae
PROJECT: JOB NUMBER
REV | DATE | DESCRIPTION By | CHKD DETAILS SCALE APPROVED PROPOSED DRIVEWAY ACCESS 253001
[0-07-25 | FOR APPROVAL 7 Pom an y 224 MORAN GROUP ROAD, KIN KIN
2 13-11-25 | RESPONSE TO COUNCIL RFI Jw cL oisn x 0 50 10 15 20 25m ala e SUE & CHRIS SWEET SHEET: 3 OF 6
DRAWN a {pf | | rector: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER | REV
DESIGN CHECK
cL
clusers\jeremy wagnerlonedrive - ideal consulting engineers\cameron landreth’s files - projects\253001 - moran group rd, kin kinldesign\civil253001 - da civi
DATE
30-07-25
SCALE 1:500 A3-
This drawing isnot o be copied or amended without written permission from
Ideal Consulting Engineers
(RPEQ 19358)
DRAWING STATUS
FOR APPROVAL
ENGINEERS
€ [email protected] 0435 575 094
@ PO Box 353 Yandina 4561 ABN 51 675 481 777
DRIVEWAY INSET AND SIGHT LINES
PO3 2
Page 4
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
\\\
\\\
\\
\\\
\
3.0m
BATTER CUT FACE TO TIE IN WITH
EXISTING. PERMANENT BATTER SLOPES
TBC BY GEOTECHNICAL ENGINEER
CBR80 TOP COURSE LAYER
\\
NATURAL SURFACE
(NOM. 125 THICK)
\
\\\
CBR45 SUB-BASE LAYER
(THICKNESS TBC)
\\\
\\\
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
\\\
COMPACTED SHOULDER
INDICATIVE ACCESS DRIVEWAY SECTION
\\\
1:50 AT A3
\\\
125mm SUB-BASE TYPE 2.3 CBR45
\\\
125mm BASE TYPE 2.1 CBR80
3.0m
\
COMPACT BASE AND SUB-BASE
\\
TO 98% STANDARD
\\\
\\ \
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
Page 5
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10
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10 15 20
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JOB NUMBER
253001
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REV
DRAWING NUMBER
POS
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PROPOSED DRIVEWAY LONGITUDINAL SECTION
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Page 6
3.0m MIN TO SUIT EXISTING ACCESS TRACK
3%
TYP.
1 in 3 EXTEND GRAVEL ACCESS TO
TOE OF EXISTING BATTER
NATURAL SURFACE
NARROW DRIVEWAY TYPICAL SECTION (CH97-CH130)
1:50 AT A3
3.50m INDICATIVE MUDSTONE SUBSTRATE HORIZON.
DEPTH TO BE DETERMINED ONSITE BY
GEOTECHNICAL CONSULTANT.
3%
MAX 1 IN 1 BATTER IN WEATHERED MUDSTONE AS PER GEOTECHNICAL ADVICE.
TYP.
1 in 3 BATTER TO HINGE TO 1 IN 2 MAX IN ANY OTHER EXISTING SUBSTRATE AS
NATURAL SURFACE DIRECTED ON SITE, DURING CONSTRUCTION, BY GEOTECHNICAL CONSULTANT
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
ACCESS DRIVEWAY TYPICAL SECTION
1:50 AT A3
6.00m
3%
AX RETAINING WALL AS REQUIRED
M
1 in 2 ON UPHILL (CUT) SLOPE.
NATURAL SURFACE MAX HEIGHT 1m.
PASSING BAY 1 TYPICAL SECTION (CH40)
1:50 AT A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED DRIVEWAY ACCESS 253001
1 13-11-25 RESPONSE TO COUNCIL RFI JW CL 224 MORAN GROUP ROAD, KIN KIN
DATUM AHD
DESIGN CL
0 0.5 1.0 1.5 2.0 2.5m ................. SUE & CHRIS SWEET SHEET: 6 OF 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN CL
DESIGN CHECK CL
SCALE 1:50 A3 (RPEQ 19358) PROPOSED DRIVEWAY TYPICAL CROSS SECTIONS P06 1
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