Original source · versioned page text
Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 24, section 6. The text section number identifies this passage in the reader.
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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
NOOSA COUNCIL PROPOSED
- LOT 7 SP 237587 PN APPROVED PLAN STAGE 4
~N EXISTING SURFACE MCU26/0040, OPW26/0066 & RAL26/0013
. 7 AUGUST 2026 FFL 124.50
. 3.00m FFL 124.40
~ ae
~ DAYLIGHT EARTHWORKS BATTER ff Se EE ee ee EEE MCU
7S AT 1% MIN TO BEE FREE DRAINING E oa
3 er DESIGN SURFACE
FFL 125
DESIGN SURFACE OO 1 IN 4 TEMPORARY BATTER TO
CO 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 Ny
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 fe» SECTION (o> (E>
SCALE HOR 1:200 C101 SCALE HOR 1:200 C101 SECTION =
SCALE VER 1:40 SCALE VER 1:40 SCALE VER ta,
TEMPORARY SWALE TO DIRECT UPSTREAM
FLOWS TO OUTLET
IL 126.20 TEMPORARY SWALE TO DIRECT
UPSTREAM FLOWS TO OUTLET
S 2 S g 8 [email protected]% MIN 2 Sg 2 eS
© bomHEIGHT © + $ e 1.0m HEIGHT © $ eo © 4.0m HEIGHT
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STAGE 2 46% 3 RUC STAGE 4 Wy TEMPORARY FIELD INLET.
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Me Lp INSTALL TEMPORARY 900x900 FIELD
Wy INLET AND DN375 PIPE AS PART OF
FL 124.50 “W.- STAGE 4 TO DIRECT MAJOR FLOWS
WSS TO BASIN.
SoS 124, 50S SS SNORE
5 mtd do T2h Sm ee me AS SWALE TO BE REMOVED AS PART OF
aa STAGE 4 WORKS
4123.90!
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INSTALL TEMPORARY 900x900 FIELD INLET AS PART
OF STAGE 1 TO DIRECT MAJOR FLOWS TO BASIN.
REMOVE AS PART OF STAGE 4 WORKS.
Md ¢ y & =
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 29.04.26 | DRAFT RFI FOR COORDIANTION GS DTB Ba rl OW Barlow Shelley Ply Lid AT 1 8 TAYLOR Co URT, COOROY 2576
B | 08.05.26 | RESPONSE TO RFI GS DIB en AHD 0 5 0 18 0A yom] wenn calbebeZe wees 07 5443 8285 FOR RMD CAPITAL PTY LTD
DTB a
DRAWN Gs Lt Engineer: TIM BURKE - h | | Morcochyelore 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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