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2576 - SBSMP-01 (Feb 2026)
Attached to the e-mail Fw_ Email 2 of 3 - DA lodgement - 18 Taylor Ct Cooroy Lot 2SP197518 - Combined MCU_ OPW_ RAL under CTS (Pt 2).msg.
Original PDF page 33, section 11. The text section number identifies this passage in the reader.
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300Ø uPVC FROM BASIN SUBSOIL / / / / /
RL122.50+
RL123.00+
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DRAINAGE TO DISCHARGE THROUGH 1.5m HEIGHT 1.2m 1.2m
EMT C
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FFL 121.40 FFL 121.40 SP197517
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WITH SCOUR 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
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 A
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
STAGE LEGEND
LEGEND
=e STAGE 1 BOUNDARY ua PROPOSED DRAINAGE PIT EXISTING STORMWATER EXISTING LOT BOUNDARY
1,
ee STAGE 2 BOUNDARY RL5.30 PROPOSED FINISHED LEVEL EXISTING SEWER RISING MAIN <5. EXISTING CONTOUR (INTERVAL 0.20m)
sees eee eee STAGE 3 BOUNDARY EXISTING SEWER LINE
STAG 0 EX 4.86 EXISTING LEVEL PROPOSED CONCRETE DRIVEWAY
TAGE 4 BOUNDARY SL 466 SURFACE LEVEL EXISTING WATER MAIN
STAGE 5 BOUNDARY PROPOSED BUILDING
2.3% GRADE EXISTING OVERHEAD ELECTRICAL
ea ag, PROPOSED CONTOURS pili 5s's''-*"-) PROPOSED BIO RETENTION BASIN
—_- SURFACE FLOW DIRECTION I RRA TATS AAAS
De PROPOSED EASEMENT PROPOSED DRIVEWAY CROSSOVER
STORMWATER PIT NUMBER
{ ——sw ——sw ——sw —— PROPOSED STORMWATER
EXISTING EASEMENT
— RW—— RW—— RW— PROPOSED ROOFWATER
EXISTING FENCE
g Z S 8 g 8 8 g 8
K oS N g o Lo a + +
= = 5 5 N = S Q x
4 4 x z 4 4 z 4 4
2.0m HEIGHT ¥ * + & 1.0m HEIGHT & + © & 4.0m HEIGHT
i 1 | fe
| FFL 125.00 STAGE 3 FFL 125.00 a FFL 125.00 STAGE 5 FFL 125.00 |; #
| ns | I
' 37 43 44. Gk 45 46 47 48 49 50 51 52 53 54 LLP
RL2T ; | a | ‘ if
1 I ti
1 i I I fe
1 pial ————1 —— == 3008 SWD LINE al WI | HP
+RL124.95 #RL124.95 +RL124.95 1 3759 SWD LINE een #RL124.95 _|_] +RL124.95 Be
+TW125.70 3p he S| L=30.6m . = (el ~ Tso Gwo UNE a fy
sf PG 12% ey on cae a L=131m | a
ees | cae t J ~S. ‘
pop etiie = bee ne oo i I a
A -- ae ey eS = nee Meg
SW ~ _ ype 124.1077 =z ewe £ -SW tae .
a oa124. 90H" e al oy \ ay a SW Tron anna nanan =="
il 3000 SWDLINEJ nnn YON Poy f Noe ose -- SS eas
+RL124.95 L = 30.5m +RL124.95 ns LINE | +RL124.952—_\ se i o¢ °FRL124.95 +RL124.95 +RL124.95 +RL124.95 +RL124.95
IN fA] G-1.5% | IM [A G- 1.5% [/ | i S \ \ IM kel] K€] ke]
208 Fess i ¢ d so +RL124.90
1 BESS NSS Te (OU 5250 SWD LINE
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\ ffyry se t
Wis fs if FFL 125.00 FFL 125.00
RDB Ss ye 98%
\y I ? ; Lo
iz ' 36 35 34 33 32 31 i i 30 29 28 27 26 29 24 b= CUT OFF DRAIN AT BOTTOM OF BATTER
\=4 5250 SWD LINE as Vs 4 TO DIRECT LANDSCAPE AREA TO PIT /
\ L=25.2m | — <7 TAYLOR COURT ROAD.
@ G-1.5% 1.0M OFF BOUNDARY
\ ; 1 IN 4 MAX
\ 0.5mSTEP 0.5mSTE 4.6% % oS 250NM DEEP
RLIZS i i 2 f
} a |
i ca
/ 12 13 14 15 16 a 17 18 19 20 21 22
gins 5250 SWD LINE
| | ME IL=25.2m q
pt td BE G-1.5% HY iy
a = \ Gy
FFL 124.50 FFL 124.50 p~— iey | FFL 124.50 FFL 124.50 4
peo a“ I | A YG
va A —S —— JF JA ————— — al iad — ————— Fl 1.4% 2 44% — Al IN — ———— A iat 1 | —— bow Tipe
vo 0 aan cae +RL124.45 +RL124.45 ea 0 A La
\ oA So ae ~“ —
\ \ OY SS
\ / | 9002 SWD LINE |-—3@-~~_-------- NN ~ L=12.7m
\ I L = 20.2m AG 5250 SWD LINE G-1.5%
‘ 1 2 G-1.2% re, L=15.2m
HO.9+@+TW124.40 / 11 ees \ G-15%
\ fy y 1419] “By Tp =
\ ; “yo sae 1.0% i Set
VOW eee 900 SWD LINE “=5-— SW- — — SWrs~ CWS PIT 4-5
\ L=5.9m B.85 0% | tRL Om 300WIDE HD GALV STRIP DRAIN.
\ G-1.2% naa ACO OR EQUIV SL 123.05 IL 122.85
\
_oe---- 3
——— RE ani rE iva mt Y, phi 38 2RG121.35 — 0050 TYPE 2 FIELD INLET STD
124.4: we a t - " f it = A t f = | sunaane
9002 SWD LINE 750@ SWD LINE |! 750 SWD LINE -— STEU 6008 ee p Us| REFER DRG DS-050.
L=20.2m L=22.1m L=25.0m 6 - 1.0%
G- 12% G- 12% G- 10% faa 125x75x3 RHS GALV RHS
OR @100uPVC SN10
i jw PIPES TO KERB.
my 1S | 11 10 9 8 7 6 5 4 3 2 1 | | 125x75x3 RHS GALV RHS 3x KERB ADAPTORS AS PER
bor het “4 € 1 € |a OR @100uPVC SN10 IPWEAQ STD DRG RS-081.
\ io RETA BRIN Lea é | |_| PIPES TO KERB. IL 122.80
\ 0 11 rt 4 1 i 3 x KERB ADAPTORS AS PER
\ RUIZ S| Pig it fl STAGE 1 a
\ TWi2 oF \ ENINEE S121.18 onl ‘ ei FFL 124.40 r PWEAQ STO DRG RS-081.
\ Walsg Lit iS Sri S| FFL 124.40 1 SP316897
\ € + |i + |
300 uPVC FROM BASIN SUBSOIL = J 2 | 5 Lo 8
DRAINAGE TO DISCHARGE THROUGH ae Se SE | SSP SS TD pitied old 3
WALL. INSTALL PRECAST HEADWALL SXo = | HEIGHT ~ HEIGHT 5
WITH SCOUR PROTECTION d50=200 400THICK = a wz oe /
E /
\ /
\ /
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A | 27.02.26 | FOR APPROVAL GS DTB DATUM BEI rl Ow Barlow Shelley Py Ltd AT 18 TAYLOR COUR T, COOROY 2576
AHD
0 6 12 18 24 30m ote... 07 5443 8285 FOR RMD CAPITAL PTY LTD
DESIGN DTB «> PO Box 899
DRAWN cs Lo Engineer: TIM BURKE = Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER | REV
SCALE 1:300 A1 (RPEQ 25245) Dp [email protected] STORMWATER DRAINAGE PL AN
DESIGN CHECK Tt DRAWING STATUS barlowshelley.com.au C300 A
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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