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Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 33, section 7. The text section number identifies this passage in the reader.
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PROTECTION d50=200 400THICK
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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
semen eee STAGE 1 BOUNDARY +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)
seen STAGE 3 BOUNDARY 2 3% GRADE EXISTING WATER MAIN
— PROPOSED CONCRETE DRIVEWAY
STAGE 4 BOUNDARY EXISTING OVERHEAD ELECTRICAL
1
STAGE 5 BOUNDARY Li STORMWATER PIT NUMBER _—— +p PROPOSED BUILDING
l 2 2.00. PROPOSED CONTOURS
oo PROPOSED EASEMENT bs .5)] PROPOSED BIO RETENTION BASIN
sw ——sW ——SsW PROPOSED STORMWATER PROPOSED DRIVEWAY CROSSOVER
Petter etree eed PROPOSED GALV STRIP DRAIN
EXISTING EASEMENT
> > > PROPOSED STORMWATER SWALE
EXISTING FENCE
ee PROPOSED RETAINING WALL
(ON NNN ON NONSENSE AN SLES LEN SS
g 3 S 8 8 3 8 Z 2
5 g x aq g a a x a
5 5 x z 5 5 zZ 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
A <a tml items Ee at |e tet |e | Te | ed | se |e amen PT gr pea |e | | ee | ee | ce 300 SWD LINE [fils ie | Sti i fe a | i |e ml Sc fs a]
+RL124.95 +RL124.95 —__#RL ___+RL124.95 3750 SWD LINE 41 = 30.4m +RL124.95 +RL124.95
+TW125.70 sy 1 by vases =, | a= ee = a | L = 30.6m |S [G- 1.2% are | 3 i 3000 SWD LINE [| _----~--~~-
bh vy see ro eo G-1.2% =a yes i) i ! L=13.1m
/ (7 Leo BORN ROOT em 88 0 eee J \ : q
| / a HG 124.73 :sw SW, sw Si g SW SW —B}— sy 1 O% | altos age 18% | ew Ss gw eae ea ~_ SW EI 4RL124.73 1.0% *RL124.83 ee
| baguae-- -- el! x 1.0% Wipe T ~SSOW —sw gy. = eee 1.0% Ex) ~~ F8469- \ 1S i
i xe sek xs sep. = oP sek ~ a
f =! —H48b—o Te = sf BS =| ie . at ow NBR gee ee 3 aan aie =} ss 27a sea ~ \ — } §
a 3000 SWDOLINE| sRitoa95 =) SS ap gd ge 3750 SWD LINE |;pyy5r5i LX Ne me Of Sot FCC a — 4.0m o-———~~.
RL125.00+RL24.95 | | =305m +RL124.95 aw +RL124.95%, +RL124.95 +RL124.95 __+RL124.95 +RL124.95 +RL124, _
ON, l : = 30.6m /
SS, | G-1.5% G- 1.5% }
BOO +RL124.90
}/74i| FFL 125.00 STAGE 2 FFL 125.00 STAGE 4 )
JA 4 PA is Si6-1 FFL 125.00 FFL 125.00
op ; fh 98% ' L124. 5.8% 9 9 5 D
oe 3 i} Mh mt TE ig
f} 36 35 34 33 32 31 i} 2 mi % 30 9 8 27 6 9 24 = CUT OFF DRAIN AT BOTTOM OF
y 5250 SWD LINES 3} SG y BATTER TO DIRECT LANDSCAPE
Z L=25.2m| — | m7 rn + AREA TO PIT / TAYLOR COURT ROAD.
a“ + -1.59 om \ Z
gira} 0.5mSTEP 0.5mS Tex ~ = i) | BR 4.6%} 0.5mSTEP 0.5mSTEPY7 TARY
' a 2 4.6% YU
| =% OB RUZ 58 yy 250MM DEEP
+ a“ = NY Vf}
250 SWO | |_| "= * Y
’ 4 i ONY 7 e
12 13 14 15 16 eo ee OT 18 19 20 21 22 23 Uy
G- 1.5% é SE Wy
© ms. LO 7d,
“le Be FFL 124.50 YY,
2mrnN . Of
FFL 124.50 FFL 124.50 ; | — FFL 124.50 (oo swo.ne
| ray } L = 38.0m
4 = i | (44ue" | | G-10%
+RL124.45:-~_ _sando-+RL124,45._ pe 4 » x +RL124.45 +RL124.45 R24 1RL124.45ema+RL 124.4500, 1
eae aa oe a ee Dae eee LLY aa
—— nnn 3 Sotse7 == Sy FP IE MLS
/ fo a) 9000 SWD LINE -%-~---------- ~;7f
A + L=202m|, \ Shee 5260 SWO LINE Fe J
an J et tg gg, | TTA ee = 15.2m . ow. ~-1.]--771 A ne
---- fo foe G- 1.2% we te Se
/ foi qe a ele
aS Of ii TOT ween RL 424.0077 he #RL124.237 Drala, ae PIT 1-5
—_ 9000 SWO LINE L“ / 8 sWw— sie 7 Ws sw—— sw —— sw—e-*RL 124 13S sqw 5 sW— er 7.28 300WIDE HD GALV STRIP
L=59mP PX P| 12 B85 10% ae 1.0% Teea0 10% | 10% Lv DRAIN. ACO OR EQUIV SL
612%] f 8 Ll OW Sh RE) eI wee 123.05 IL 122.85
— a an PhO Nee “SLL
ATT FRL1 24.35 rr o +RL124.35 +R1124 35
eT 6008 SW LINE PIT 1-6
900@ SWD LINE 7500 SWD LINE |! 750@ SWD LINE 6008 au ean 600SQ TYPE 2 FIELD INLET
L=20.2m L=22.1m L = 25.0m Fog |
a 6.12% 6.12% G_10% G- 1.0% STD REFER DRG DS-050.
Pe I ms 125x75x3 RHS GALV RHS
Prepay 9 Les 1g, jCté '‘S 10 9 8 7 6 9 4 3 2 ir OR @100uPVC SN10
Wolot yp tobe t tg Zz € + € '5x75x3 RHS GALV RHS
ie | £1 a7 BIO 1 1) | i PIPES TO KERB.
Rt sqm Phot dt fl g | OR @100uPVC SN10
S| 4 | HRETENTIONBASIN| ©} | 9 | STAGE 1 nS DIPES TO KERB 3x KERB ADAPTORS AS PER
A) 1 sd I ot gor J . |
SN Sh121 18 LE FFL 124.40 | 3x KERB ADAPTORS AS PER IPWEAQ STD DRG RS-081.
sie [fet gw SIS NS FFL 124.40 | PWEAQ STD DRG RS-081. :
Faye eOCOCi‘S =i I a {IL 122.73
300@ uPVC FROM BASIN SUBSOIL hed edo SSeS 3 —- seeer <a
DRAINAGE TO DISCHARGE mL Boe Sm HEIGHT possess SER RRR see ees on SSS le 1.5 g
THROUGH WALL. INSTALL Ss’ ea ava ~ | HEIGHT = HEIGHT z
PRECAST HEADWALL WITH SCOUR F z= = |z ~
PROTECTION d50=200 400THICK |
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 27.02.26 | FOR APPROVAL GS DTB DATUM AHD FF BEI rl Ow Bariow Shelley Ply Lid AT 1 8 TAYLOR Co URT, COOROY 2576
B 08.05.26 | RESPONSE TO RFI Gs DTB 0 6 49 48 oA 30m veeee en a 07 5443 8285 FOR RMD CAPITAL PTY LTD
DESIGN DTB 4 PO Box 899
DRAWN Gs ps a Engineer: TIM BURKE _ Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER | REV
SCALE 1:300 A1 (RPEQ 25245) Dp [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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