Original source · versioned page text
RFI (rec. 5.06.26) 2567 - Appendix B - Site-Based Stormwater Management Plan (SBSMP) (Ver. 2)
Original PDF page 33, section 7. The text section number identifies this passage in the reader.
S
S
S
S
PROTECTION d50=200 400THICK
W
/
W
OOHH
S
S
/
WS
W
OOHH
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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.