Original source · versioned page text
RFI (rec. 5.06.26) 2567 - Appendix A - Civil Engineering Drawings
Original PDF page 6, 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
PROPOSED
- LOT 7 SP 237587 PN - 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
Oe 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 fe» SECTION (o> 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
2 3 3 g 3 [email protected]% MIN 3 s g 2
© bomHEIGHT © + $ e 1.0m HEIGHT © $ eo © 4.0m HEIGHT
en ee ee eee eee = 4
f | w
\ FL 125.00 STAGE 3 FFL 125.00 . FFL 125.00 STAGE 5 FFL 125.00 i
i
\
\ ' 38 39 40 A 42 43 44 2 45 46 47 48 49 50 51 52 53 54
b >_—_> — > — > — > > > => =r,
=> —_ sey wee me ee ee ee > mee ee mee > me ages > ee mee pe me fae > ee me > meg apne > me mm > mmm > am mee TT oe
oT +RL124,95 aU i +R1 124.95 ia +R1124.95 Ge ME BE 95 $RL124,95 +RLT24. +RL124.95 UPSTREAM TLOWS TOOUTLET.
= A © Z ( 5 124.90. °
(ae, ou oo / 124.90 6 z b6/ IL 125.20
/ Pane, sw ‘f #RL124 88 aaa 79a 1.0% BO nt a 124 89 oe RLIZ FS sw oy RIA. 88 ro aes, 73 1.0% *RL124.83 1p f *Rl /
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0.5mSTEP , 6% | 0: " Ye
STAGE 2 A&% 5 RUC STAGE 4 YY Vi TEMPORARY FIELD INLET.
a 1 ERS Uy Fi
22 3 SY
Me Lp INSTALL TEMPORARY 900x900 FIELD
=VYy INLET AND DN375 PIPE AS PART OF
FL 124.50 Gy. STAGE 4 TO DIRECT MAJOR FLOWS
ee eee > ym > > TO BASIN.
SoS 35124. 50S NSE
5 mtd do T2h Sm ee me AS SWALE TO BE REMOVED AS PART OF
at STAGE 4 WORKS
1123.90
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.
EN. & _
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 pp 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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