Original source · versioned page text
Negotiated Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 31, section 6. The text section number identifies this passage in the reader.
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APPROVED PLAN
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TW122.8 PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 29.04.26 DRAFT RFI FOR COORDIANTION GS DTB
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 18 TAYLOR COURT, COOROY 2576
DATUM AHD
B 08.05.26 RESPONSE TO RFI GS DTB
DESIGN DTB
0 6 12 18 24 30m ................. 07 5443 8285 FOR RMD CAPITAL PTY LTD
PO Box 899
Engineer: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS [email protected]
DESIGN CHECK TB
SCALE 1:300 A1 (RPEQ 25245)
barlowshelley.com.au
STAGED INTERFACE LAYOUT PLAN - SHEET 2 C102 B
DRAWING STATUS
DATE FEB 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
[OCR of page images]
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c100-c120 bulk earthworks plan.dwg
FUTURE STAGE 5
PROPOSED
~ LOT SP 237587 | ~~~ ~ EXISTING SURFACE STAGE 4
FFL 124.50 3.00m FFL 124.40
SN _ DAYLIGHT EARTHWORKS BATTER Fr ff Se EE ee ee EEE MCU
~SS AT 1% MIN TO BEE FREE DRAINING E oa
3 a DESIGN SURFACE
FFL 125
DESIGN SURFACE OO 1 IN 4 TEMPORARY BATTER TO
CB CREATE BUND / SWALE TO DIRECT a Ae
1 IN 4 TEMPORARY SWALE DRAIN TO UPSTREAM FLOWS TO OUTLET ~
BE FREE DRAINING TO OUTLET >
3.0m WIDE GRAVEL SHOULDER TO 3.0m WIDE GRAVEL SHOULDER TO “NU
OUTSIDE OF CONCRETE AREA TO ALLOW OUTSIDE OF CONCRETE AREA TO
3.0m WIDE GRAVEL SHOULDER TO OUTSIDE COMPACTION OF PAVEMENT AND ALLOW COMPACTION OF PAVEMENT
OF CONCRETE AREA TO ALLOW COMPACTION OVERRUN OF VEHICLES. AND OVERRUN OF VEHICLES
OF PAVEMENT AND OVERRUN OF VEHICLES. ‘
STAGE 2 AND 3 INTERFACE STAGE 2 AND 4 INTERFACE STAGE 4 AND 5 INTERFACE
SECTION /C \ SECTION /D \ SECTION (E \
SCALE HOR 1:200 C101 SCALE HOR 1:200 C101
SCALE HOR 1:200 C101
SCALE VER 1:40 SCALE VER 1:40 SCALE VER 1:40
TEMPORARY SWALE TO DIRECT UPSTREAM
FLOWS TO OUTLET
IL 126.20 TEMPORARY SWALE TO DIRECT
UPSTREAM FLOWS TO OUTLET
S 3 g g e | [email protected]% MIN 2 Ss g eS
© bomHEIGHT © + $ e 1.0m HEIGHT © $ eo © 4.0m HEIGHT
en ee ee eee eee = 4
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FL 124.50 YYjy—- STAGE 4 TO DIRECT MAJOR FLOWS
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SoS 35124. 50S NSE
bem mg (Om EPR 124 Som me SAY SWALE TO BE REMOVED AS PART OF
-_ STAGE 4 WORKS
4123.90!
123.80",
INSTALL TEMPORARY 900x900 FIELD INLET AS PART
OF STAGE 1 TO DIRECT MAJOR FLOWS TO BASIN.
REMOVE AS PART OF STAGE 4 WORKS.
NOOSA COUNCIL
APPROVED PLAN
MCU26/0040, OPW26/0066 & RAL26/0013 Ds
1 OCTOBER 2026 Os ae
eZ a
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 29.04.26 | DRAFT RFI FOR COORDIANTION GS DTB B rl Vy Barlow Shelley Ply Lid AT 1 8 TAYLOR COURT, COOROY 2576
B | 08.05.26 | RESPONSE TO RFI GS pTB. | DATUM AHD 0 5 0 8 0 30 FF 07 5443 8285 FOR RMD CAPITAL PTY LTD
DESIGN DTB mM) ee . PO Box 899
DRAWN Gs Lt Engineer: TIM BURKE - h | | Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER | REV
SCALE 1:300 At (RPEQ 25245) D [email protected] | STAGED INTERFACE LAYOUT PLAN - SHEET 2
DESIGN CHECK Tt DRAWING STATUS barlowshelley.com.au Cc 1 02 B
DATE FEB 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd FOR APPROVAL
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