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RFI (rec. 5.06.26) 2567 - Appendix A - Civil Engineering Drawings
Original PDF page 15, 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
eeeeeeeeeeeen= STAGE BOUNDARY +RL124.95 PROPOSED FINISHED LEVEL EXISTING SEWER RISING MAIN CC sepg=risting Lor BOUNDARY
seeeeeeeeeeee—= — STAGE2 BOUNDARY EX 124.80 EXISTING LEVEL EXISTING SEWER LINE 725.5 EXISTING CONTOUR (INTERVAL 0.20m)
eeeeeeeeeea=== — STAGE3 BOUNDARY 2.3% GRADE EXISTING WATER MAIN
— PROPOSED CONCRETE DRIVEWAY
STAGE 4 BOUNDARY EXISTING OVERHEAD ELECTRICAL
1
STAGE 5 BOUNDARY La STORMWATER PIT NUMBER _—— +p PROPOSED BUILDING
2 00. PROPOSED CONTOURS
~~ —
~ oe PROPOSED EASEMENT pis 55.5] PROPOSED BIO RETENTION BASIN
——SW —SW ——SW —— —_ PROPOSED STORMWATER PROPOSED DRIVEWAY CROSSOVER
nnn PROPOSED GALV STRIP DRAIN
EXISTING EASEMENT
—>—>—>—>—>— _ PROPOSED STORMWATER SWALE
EXISTING FENCE
——— PROPOSED RETAINING WALL
(NNN NSN SNAPS DIL APS ANAS SS
+RL126.50
+RL126.00
+RL126.00
+RL126.00
+RL125.50
+RL125.00
+RL124.50
+RL124.00
1.0m HEIGHT 1.0m HEIGHT
2.0m HEIGHT
STAGE 3 FFL 124.00 FFL 125.00 STAGE 5
37 38 39 40 44 42 43 44 45 46 47 48 49 50 51 52
FFL 125.00
5A
DB BRON Oo ON
300 SWD LINE
+RL124.95 +RL124.95 ___#RL124.95 3750 SWD LINE 4 L = 30.4m +RL124.95 +RL124.95
+TW125.70 3 | 1 LL vases me emerge see sealer =—=|L=30.6m = [G-1.2% eee 4 | ag i 300@ SWD LINE | |----~--~~-___
1.3% ; rant Boawal as TPG -1.2% es] oS 5 i é L=13.4m ~
—_ i | . . eeos eee odpm nen) ~T4RI424.88. eee oy ‘ !
r-*RL 124.7359 —sw — SW SP — ge sw Egy hae .0% Mel o4 age 10% oy eR Bey —s gw eae swe sw —21+R1L 124.73 1.0% *RL124.83 ted
7 1.0% _~ 1.0% O89. oe ee, ==SW Sa ; Ei — \ 3 ese 1.0% 1.0% TS 8tg9 \ \ !
fa a epee 5 - ey ee EP " ep TS id
eee - Tf | eer . at a ‘ Qe 3 we SPs 2am L \ . is
a ere, I | ~---} of
#RL125.00 _+RL124.95 Le SO Sm beet 124 96 PRL124,95 |) 9700 SN LINE [sRL124.95% #RL124.95 __+RL124.95 #RL124.95 __+RL124.95 OM
tN, Hl = OU. {
S| G-15% G- 1.5% }
NON | /
BOL +RL124.90
}/74i| FFL 125.00 STAGE 2 FFL 125.00 STAGE 4 )
JA 4 PA ; FFL 125.00 FFL 125.00 3
f ? i j / 58%
f ? ; \ ‘ % 3
if 36 35 34 33 32 31 ! . 1% 30 29 28 27 26 25 24 = CUT OFF DRAIN AT BOTTOM OF
f 3 5250 SWD LINE |-€ POY SZ BATTER TO DIRECT LANDSCAPE
f L=25.2m| ~~ | ; \\ + AREA TO PIT / TAYLOR COURT ROAD.
a . . 9 n ; \ Z
ey I 0.5mSTEP 0.5mStx = = | } 4.6% 0.5mSTEP 0.5mSTEP’ Vf, TARY
| =< 3 (#RL124.58 Uw 250MM DEEP
} uaa = a GG
i 1 5250 SWD LINE || A y, y
/ 12 13 14 15 16 | 252SWOLINE 4 {47 18 19 20 21 22 23 Uy
i G-15% 1S) | os Ws
"Sty BY | FFL 124.50 YY
! “ Io = Yj
} - = NS . SLL/
; FFL 124.50 FFL 124.50 4500 SWD LINE
L=38.0m
J G- 1.0%
/ +RL124.45:-~_ ~~ +RL124.45 re R244 r+RL124 45mm RL 124 45m ‘a
ee ee ae | = 4 i wr BERBER eee eee eee LLY pe enn nna gee
———— °. € ania == ay FOOL,
/ foo =| [9000 SWD LINE F*%-~~--———==--gep9 LL ge) le NZ NS ~;7f
wl fo ~f L=20.2m wan ee LINE “T3] ee ee uf
— aa f a G- 1.2% o . = 10.2m S Tots 3 wpe Wa 2 H2hSQ y
whe / Nip 11 eee ett a at 7 a] 5 1 ine a 4 Wl
a / 4 | (Mes 1.0% Sseo7 TTT ~ The SL
ee x f _ P7400 ae Pr _ 7 I~ x ~ 2 NY PIT 1-5
900 SWD LINE 2 fe = sw— gile= Sy ow sw ST expe: Rh 124.08, - SWs— SW ARLE 2S sw—er *RL 124 13 S-gw— sw—e ny nen 300WIDE HD GALV STRIP
L=59mP XP] 12 B85 10% ae aan SS 1.0% Trae 10% | 10% wr DRAIN. ACO OR EQUIV SL
G-1.2%| ¢ 3 EM oso , fa SI a rs ae el oo 123.05 IL 122.85
o Bf, 408g8--- 77 Hee ee bo ea
oo ae et RL124.45 __ +RL124.35 #R112435 | RL 124.3 . , A Xx a
, Jf) / Ys . PIT 1-6
900@ SWD LINE HY 750@ SWD LINE | 750@ SWD LINE EL 6000 eee / Y e 600SQ TYPE 2 FIELD INLET
; L=20.2m L=22.1m L=25.0m me |
ae 6.12% 6.12% G_10% G-1.0% STD REFER DRG DS-050.
ms 125x75x3 RHS GALV RHS
11 10 9 8 7 6 5 4 3 2 T9575: RHS GALV RHS OR @100uPVC SN10
4 Bee PIPES TO KERB
i OR O100uPVC SN10 3 x KERB ADAPTORS AS PER
NI! u | PIPES TO KERB.
§ FFL 124.40 STAGE 1 B | 3x KERB ADAPTORS AS PER oe DRG RS-081.
8 FFL 124.40 1 | PWEAQ STD DRG RS-081.
Ta L m | IL 122.73
3002 uPVC FROM BASIN SUBSOIL thm BS cs 3 3 —o 5 3
DRAINAGE TO DISCHARGE mL S'1.5m HEIGHT passes See eee see ees on SSS le ISS eee g
THROUGH WALL. INSTALL Ss a | HEIGHT = HEIGHT 2
PRECAST HEADWALL WITH SCOUR e x
PROTECTION d50=200 400THICK
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A _| 27.02.26 | FORAPPROVAL Gs DTB DATUM Ba rl OW Barlow Shelley Fly Ltd AT 18 TAYLOR COUR T, COOROY 2576
AHD
B | 08.05.26 | RESPONSE TO RFI Gs DTB 0 5 0 8 0 50m . Fx a 07 5443 8285 FOR RMD CAPITAL PTY LTD
DESIGN DTB ri PO Box 899
Lt Engineer: TIM BURKE -- Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER | REV
DRAWN GS 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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