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Negotiated Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
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Plans and drawings
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MCU26/0040, OPW26/0066 & RAL26/0013
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PROTECTION d50=200 400THICK
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1 OCTOBER 2026
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PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 27.02.26 FOR APPROVAL 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
STORMWATER DRAINAGE PLAN C300 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\c300 swd drainage plan.dwg
STAG E LEG EN D o PROPOSED DRAINAGE PIT EXISTING STORMWATER LEG EN D
eeeeeeeeeeeee= — STACE1BOUNDARY +RL124.95 PROPOSED FINISHED LEVEL EXISTING SEWER RISING MAIN EXISTING LOT BOUNDARY
eeeeeee======= — STAGE2 BOUNDARY EX 124.80 EXISTING LEVEL EXISTING SEWER LINE 25.59 EXISTING CONTOUR (INTERVAL 0.20m)
seeeees======= — STAGE3 BOUNDARY 23% GRADE EXISTING WATER MAIN
— PROPOSED CONCRETE DRIVEWAY
STAGE 4 BOUNDARY EXISTING OVERHEAD ELECTRICAL
1
STAGE 5 BOUNDARY La STORMWATER PIT NUMBER _— — 2 PROPOSED BUILDING
2 00. PROPOSED CONTOURS
oo PROPOSED EASEMENT bi .5)] PROPOSED BIO RETENTION BASIN
sw ——sW ——SsW PROPOSED STORMWATER PROPOSED DRIVEWAY CROSSOVER
enn ee PROPOSED GALV STRIP DRAIN
EXISTING EASEMENT
>> > > PROPOSED STORMWATER SWALE EXISTING FENCE
ee PROPOSED RETAINING WALL
(ON NNN ON NONSENSE AN SLES LEN SS
g 8 8 8 s 8 8 8 gS
5 g & g 3 iS g = =
5 5 z z 5 5 z 5 5 )
2.0m HEIGHT F * + © 1.0m HEIGHT & + © & 4.0m HEIGHT
STAGE 3 FFL 125.00 STAGE 5\ FFL 125.00
, 37 38 39 40 4 42 43 44 45 46 47 48 49 50 51 52 54
(NN ed se fae |e ee eee [re ee |e ee |e pee | ee |e | ie er 3002 SWD LINE [iva] [eae = aa | SSeS ee a eS eee ee ee al
+RL124.95 +RL124.95 TRL ___#RL124.95 3750 SWD LINE 4L=304m +RL124.95 +RL124.95
+TW125.70 st nn =, | a= ra = ———, <a] L = 30.6m |S [G- 1.2% _aliatotrea| 1 | 3 i 300@ SWD LINE | ----~--~~-
cy eee ee G-1.2% LS A i} Si i L=13.1m
|i +RL124.88 [een epg OT nn en +RL124.73 C#RL124.88 eee a +RL124.83 1.0%
ff ee tRE124.73:s9 —sw ——sw —sw —sW=—sw —S}— gy “tn91.0% Fy, eS esw —s sw —sw we=—— sw —E]+RL124.73 1.0% . ap iol
/ J pas0-- --- 1.0% . 1.0% F859 wee oo —— tRL 124.837 —= Gy er “1g 8O7™ 1.0% 1.0% Oo 8ge_ \ \ ~~ a H
ised ek Sl sey ES St TT eee ef 1s |
f =! —H48b—o Te = sf i =| ie . at eee 2 i ee en =| aan aie =} SL 27a sea ~ \ s i &
a 3008 SWDLINE] sp142495 = ego 8 | 3750 SWD LINE |payyar3i SN ON we Of See tC — 4.0m————~~
SPRL 125.000 R124 L=30.5m #RL124.95 50 Gm +RL124.95%, #RL124.95 __+RL124.95 #RL124.95 +R 124. ten
S| G-1.5% G-1.5% }
SONOS. i
BOL +RL124.90
}/74i| FFL 125.00 STAGE 2 FFL 125.00 STAGE 4 )
Ag PS 7 FFL 125.00 FFL 125.00 )
m4 8
36 35 34 33 32 31 / a mL 30 29 28 27 26 25 24 = CUT OFF DRAIN AT BOTTOM OF
5250 SWD LINES 3} SZ j BATTER TO DIRECT LANDSCAPE
L=25.2m| — | i" 4 + AREA TO PIT / TAYLOR COURT ROAD.
-1.59 oH h Z
0.5mSTEP 0.5mStex ee | BR 46%} OomSTEP 0.5mSTEP7 TARY
0, i —_—| ———Z
am OB epRU2458 Vp 250MM DEEP
a 6S ES, “
5250 SWD LINE || }M yy
12 13 14 15 16 wee N17 18 19 20 21 22 23 Uf
G- 1.5% é EL Wy
a7 & ms. LO 7d,
~ i FFL 124.50 FFL 124.50 SLL
FFL 124.50 FFL 124.50 . 4500 SWD LINE
G- 1.0%
+RL124.45:-~_ ~~ _sando-+RL124,45._ +RL124.45 +RL124.45 Pepe aR 124 om meme em et RL 124 owerRL 12d dom fa
po Poo eee OLY a 3750 SWD LINE
oo ee nee Ba a J MLS ,
_ 900@ SWD LINE /--~._-------- sep Y/\ eae. |i (‘ iéié‘(‘iéséséséséstiCOAY UY YY y L=12.7m
A +f L = 20.2m See 2h gp 3 & 5250 SWD LINE Pome Yi, G -1.5%
ee a2 fel ‘ ween) Tosh Clee TP. L=15.2m ae Lie po Se
Ti al TIT [10 sss VIN, | 47 | “rt | LSM.
ama i a moda | Noh ao glehent o> a. T wa 10% 9° Srey ha a wae | ll ™ Ei - PIT 1-5
9000 SWO LINE [~~ iB = sw Sa SS cw sw ITs nect SO ay — S— sw SCE W—e RLY 13g. sk —e ALt24 2 S00WIDE HD GALV STRIP
L=59mf XP] 12 B85 10 ane a fen ape a ae 1.0% “et20 10% | 10% Le DRAIN. ACO OR EQUIV SL
G-1.2%] of a a ee = ——— st — Sh 2 ~e Bf oe 123.05 IL 122.85
cape he Sereno eee
al nl i: 124.45 — +RL124.35 +R1124 35 | RL 124.38
PIT 1-6
900 SWD LINE 7500 SWD LINE |—! 7500 SWD LINE |! 6008 au ean 6008Q TYPE 2 FIELD INLET
L=20.2m L=22.1m L=25.0m “Fog |
6.10% G. 10% 6.10% G- 1.0% STD REFER DRG DS-050.
i mi 125x75x3 RHS GALV RHS
peor 1% jSCtiédt'”S 10 9 8 7 6 9 4 3 2 m {125 OR @100uPVC SN10
Pot yp osha t te Zz b X75x3 RHS GALV RHS
“1 F | 270sqni BIO ° i F | oR g100UPVC SN10 PIPES TO KERB.
x + | |RETENTION BASIN i STAG E 1 i PIPES TO KERB 3 x KERB ADAPTORS AS PER
4 Loot i. . |
SN I,,\FFL 124.40 H | 3x KERB ADAPTORS AS PER IPWEAQ STD DRG RS-081.
oN | ! 1 IL 122.80
ai | da FFL 124.40 5 | PWEAQ STD DRG RS-081.
Ta j | g | IL 122.73
3000 uPVC FROM BASIN SUBSOIL Lo = = S — Z S
DRAINAGE TO DISCHARGE mS a a 2S 1.5m HEIGHT passes SRR)! lee om ISS eee 3
ay GLl6 5 x 5 NOOSA COUNCIL
THROUGH WALL. INSTALL = a7 @ | HEIGHT 3 HEIGHT % APPROVED PLAN
PRECAST HEADWALL WITH SCOUR 7 = |@ MCU26/0040, OPW26/0066 & RAL26/0013
PROTECTION d50=200 400THICK 1 OCTOBER 2026
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 27.02.26 | FOR APPROVAL GS DTB DATUM AHD Ba rl OW Bariow Shelley Ply Lid AT 1 8 TAYLOR Co URT, COOROY 2576
B | 08.05.26 | RESPONSE TO RFI GS DTB 0 5 0 8 0 30m _.. Fe >. 07 5443 8285 FOR RMD CAPITAL PTY LTD
DESIGN DTB ‘> PO Box 899
DRAWN Gs a Engineer: TIM BURKE a Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER | REV
SCALE 1:300 A1 (RPEQ 25245) e [email protected] STORMWATER DRAINAGE PL A N
DESIGN CHECK Tt DRAWING STATUS barlowshelley.com.au C300 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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