Original source · versioned page text
Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 30, 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
MOOR OVD PLAN STAGE LEGEND i] PROPOSED DRAINAGE PIT EXISTING STORMWATER LEGEND
MCU26/0040, OPW26/0066 & RAL26/0013 ee STAGE 1 BOUNDARY +RL124.95 PROPOSED FINISHED LEVEL EXISTING SEWER RISING MAIN EXISTING LOT BOUNDARY
7 AUGUST 2026
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 as | 1 EL —— — sl Hl ne = om <a] L = 30.6m a [G-1.2% ntiasstrea| 1 | 3 ry 300@ SWD LINE [| ----~--~~-_
te v eee ee G-1.2% Lia A 3 > } L=13.1m
Ct eras +RL124.88 a On oe “| +RL 124.88 ano} 09
{fee tRb124.73ssy —sw —sw—<sw -—sit=—sw —Se gly tg! 0% thy T RE Bey — sf —sw ‘sw —swe== sw —9+RL 124.73 1.0% *RL124.83 ted
i | spa90-- —--7 1.0% . 1.0% F859 ee = tRL 124.837 —= Gy gh 80 1.0% 1.0% Oo 8ge_ \ \ _~—_ . !
ey sek a eS =f Tee SPS a ef 2
| =! “wpadpeeeSs eee = sf i ae =| pew t - at eee 2 i ee en =I aan a =) SL 27a n sets ~ \ = i &
a 3008 SWDLINE] sp142495 = ego 8 | 3750 SWD LINE |payyar3i SN ON we Of See tC — 4.0m————~~
SPRL 125.00 RL124.95 L=30.5m #RL124.95 50 Gm +RL124.95%, +RL124.95 __+RL124.95 #RL124.95 +R 124. oo
tN, Hl = Ov. {
SS, | G-1.5% G- 1.5% }
BOO +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 —_—| ea
am OB epRU2458 Vp 250MM DEEP
“ = EN, “
5250 SWD LINE || }M yy
12 13 14 15 16 wee N17 18 19 20 21 22 23 Uy
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
eo ERG LY a
= . a wane nan = eZ i 375@ SWD LINE
_ 900@ SWD LINE /--~._-------- sep 4 _ Ys L=12.7m
ye fo os------ +f L = 20.2m Sy tag 2 & 5250 SWD LINE fone Yi, G-1.5%
ee a2 fel ‘ ween) Tosh Clee TP. L=15.2m ae Lie po Se
2 ae 10 beehaned uN gl Lert Te mt | TLS LIN,
a 9 ys or 1 1 | cen 4| - _S 1 one Se N 1 ae — eI. i 4 \:
<< / ,.—- “Pree RL 124.007 3 4RL124.057 #RL124.18 #RL124.08- mo #RL124.237 rata SSS PIT 1-5
9000 SWD LINE L~ / ® sW— Wie : BSH sw sv Sin Sines on — Sy Sie — SWS SW #RLGS 139g —— ser og 300WIDE HD GALV STRIP
L=59mP XP] 12 B85 0M at al pe ee sane Se 1.0% "Pee 10% | 1 ey DRAIN. ACO OR EQUIV SL
6-12%| a ee = | st 3S — ye ~e Bf epee 123.05 IL 122.85
ee 42h oh WTiPe nnn ann masse
a “etRL124.45 — +RL124.35 +R1124 35 | RL 124.38
ete ot 600 SWD LINE PIT 1-6
9008 SWD LINE 7508 SWO LINE 7508 SWD LINE L=15.4m 600SQ TYPE 2 FIELD INLET
= 20. = 22. = 25, oy a0 .
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 ops OR @100uPVC SN10
eid kw Phe 4 by X75x3 RHS GALV RHS PIPES TO KERB
| 1 P| 270sqm BIO i t_| OR O100uPVC SN10
x + | |RETENTION BASIN i STAG E 1 1 | 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 = a 3 — Z 3
DRAINAGE TO DISCHARGE Bos a a 2S 1.5m HEIGHT passes SER 3
S/S my 3 a
THROUGH WALL. INSTALL =” ATS ~@ | HEIGHT = HEIGHT zZ
PRECAST HEADWALL WITH SCOUR F = |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 Ba rl OW Bariow Shelley Ply Lid AT 1 8 TAYLOR Co URT, COOROY 2576
AHD
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 ca a 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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