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2576 - Civil Drawings (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 4, section 11. The text section number identifies this passage in the reader.
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DUE TO DAMAGE OF EXISTING SERVICES
S
S
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S
S
W
S
S
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C120
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SHALL BE BORNE BY THE CONTRACTOR.
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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
BULK EARTHWORKS PLAN C100 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\c100-c120 bulk earthworks plan.dwg
EARTHWORKS QUANTITIES
LEGEND
RL5.30 PROPOSED FINISHED LEVEL PROPOSED EARTHWORKS CUT EXISTING LOT BOUNDARY
ee)
EX 4.86 EXISTING LEVEL 00 EXISTING CONTOUR (INTERVAL 0.20m)
NATURAL SURFACE TO 300 BELOW FINISHED SURFACE PROPOSED EARTHWORKS FILL
CUT (m?) FILL (m’) EXPORT / STOCKPILE | IMPORT / FILL FROM 2.3% GRADE _.
(m*) STOCKPILE (m*) 2a ag, PROPOSED CONTOURS EXISTING EASEMENT
a EXISTING FENCE
STAGE 1 1009 2052 1043 STAGE LEGEND 7—UC——_—sOW##-====-=---- PROPOSED EASEMENT
STAGE 2 "ats ° 1410 Pt §=©=— PROPOSED RETAINING WALL EXISTING STORMWATER
STAGE 3 1940 0 1940 Toca eens memmms STAGE 1 BOUNDARY EXISTING SEWER RISING MAIN
STAGE 4 146 1720 1574 eee eee STAGED BOUNDARY ——sw—sw——sw—— _ PROPOSED STORMWATER
_ _ EXISTING SEWER LINE
STAGE 5 “a 667 “0 meee eee STAGES BOUNDARY RW RW RW PROPOSED ROOFWATER
TOTAL 4927 4444 4 EXISTING WATER MAIN
STAGE 4 BOUNDARY ol PROPOSED DRAINAGE PIT
EXISTING OVERHEAD ELECTRICAL
STAGE 5 BOUNDARY FFL 5.30 FINISHED FLOOR LEVEL
g g Q e g g g S g g
Bi g RN | S a g g a x x
x x 3 > x x = a x
© 20mHEIGHT © ~ * = e 1.0m HEIGHT © € © © 40m HEIGHT
: | |
i
| FFL 125.00 A FFL 125.00 FFL 1 25.00
A 42 44 § 45 46 47 48 49 50 51 52 53 54
RAT i
je |
il Dd L—,_[P| A —,. |_-—~_ [P| A AL —_|fi —— | — _ J A + | + — _—[] ——— A —— |
0.70 +\ LE +RL124.95 | +RL124.95 3 24.95 +RL124.95 +RL124.95 ae 95 +RL124.95 +RL124.95 ~ #RL124.95 96
Sn ~_-—_ = - Tr a = = =| — _
\\ 1.3% / o ~ “EL TEP a ha & 7 ep = 7 (|G 10% - + = —|e S
SSS oa ome 124. 24 SSUES SRA Tees eeaacis clea ee ee ee "oie 2% 8 oe ee Nay Lap ' bn S - -3g be +RL124.83 10% ss LRL24 665 ses}
_ 1.0% 724 9, A = — —s sW - 4807 —~ \ | a ™~
L [os A 10 oN RTS SW A gyge 287° FRE124,63: 2 sw - - SS = FRLI2AB3~ oe ~ 2480 ~ = | ~ SN
; * ef = a _ st \ eye = i = Te ep ~ a =| \ = logs Se =
3 A ~~ = fs ro Sue “~F —j-~ I~ a _ TT eS IY a /
— = \ 7 as oe SS _— a wane >» ip
+RL124.95 +RL124.95 +RL124.95 +RL124.95 s\ af / (<2 ¥RL124.95 +RL124.95 +RL124.95 +RL124.95 +RL124.95 a > SS = ay Y
INT IM] IS el IL / = a4 VE NTH iM NT] SN A Vv NS Lp a
= a }
1 IN 3 MAX VEGETATED BATTER v | ii an\ \ spuin4og ) \ ‘by 7 “5 H, ih ;
1 rte el eS e 2% | ae, 7 fest
FFL 125.00 FFL 125.00 FLEE oe, BBY YA Tol
eo / i 11 FFL 125.00 FFL 125.00 yf 7 ip (47 Si
15.8% | +RL124.« 5.8% ? { | 1 IN 3 MAX VEGETATED BATTER
36 35 34 33 32 31 vues 30 29 28 27 26 25 m4 fg |, —igel | |
f Sat | 5 . /
} —|= i 00?
yi Y '
0.5mSTEP 0.5mSTEP 5 | 5; —V"o.msTeP 0.5mSTEP
46% Q wi 4.6%
Te RLI24 Som
peo ; i sig |
4 i SN
12 13 14 15 16 po CS 1 17 18 19 20 21 22 23
UNI
3s| |
pr a) —
= \
FFL 124.50 FFL 124.50 b<— i! | FFL 124.50 FFL 124.50 }
. 7 Nw “ey
| 9 ,
2 n >
—— JAl A) —.. | —._ A —— | AI tay, SN ae Loe (ALLA) | I ——, | _,_ JA —ad A ZA. oO Ye ea!) // CUT OFF DRAIN AT BOTTOM OF BATTER
ee eahliion Moy = ga Din _+RL124.45 +RL124.45 +RL124.45 REE AB ee+RL124, 2445 = Ae NA OPES ei) i 70 DIRECT LANDSCAPE AREA TO PIT/
ae "le 42430 — ox "Shap, I fo ye PKG li Sf AAT LNf TAYLOR COURT ROAD.
/ _~—-x 7A ~~ ~~ - Se Oa ye na LI ALD 1.0m OFF BOUNDARY
UZ pos _ iain NBT TN SL = ow (ee ag LARS GF 43 / Ce 1 IN 4 MAX
8 Io aes — 12370— |
Ho.oMeTWi24.40 y SAK < r 0 > fl LE ieee 97 ae ~ BO ~ eT 4 ff 250mm DEEP
‘ ; / 1210: Sa. | — | % 4 Slo AM PS 7 XZ NOS 218.50— ff /; ;
\ WV Pi — 10%” —— ~~ = 2 a a nit 38 “2 RNS SET Saw — f /
\ = Wa J |m 124 dp s “ eo 1 { r a wo NAN ee 12.90 -= /} RL 123 5
\ — fy /@sw>—>- Nn sm aw = 4 23.908 roe = 3 by os" — = 5S oae Sa, — = SW — 2 281128 135 | sw - “SRLIQA 43 y \\ \ ( eee ay Vas = —_f <0
- Ee a xP $6023 /
\ vs J ! +RL123.8 85 o, RL we = Tome eet a aes eo ee 1.0% SRLS Ay —_ ee AS cet AIS
124.20— —— __ 3 2.20" a s| af _ a 0 Eh aa y y
— 1430-7 Ee LG SC —= i — a
— — T+R1124,35 — — — — — = 24905 "FRL124.45 +RL124.35 +RL124.35 +RL124.35 a
UW UV NT] Ly
NOTE
CUT AND FILL SHADING REPRESENTS
= =500cum EARTHWORKS BETWEEN NATURAL SURFACE
j AND 300 BELOW FINISHED SURFACE LEVELS.
Pr td rid 11 10 9 8 7 6 9 4 3 2 1
i Fo |} 270sqmBIO” | | |
\ S| | RETENTIONBASIN' | | | |
4 I 1. ! I I 1 I L
\ AINE $121.18 || | L-FFL 124.40 CAUTION - EXISTING SERVICES
\ Bue es FFL 124.40 THE CONTRACTOR IS TO DETERMINE THE
\ i nee . EXACT LOCATION OF ALL EXISTING SERVICES
\ mt bre ~ 3 eS _ IN THE VICINITY OF THE PROPOSED WORKS
\ =S = sees Qvigassam 1.5m HEIGHT (TSS eee ee eee seem 72m) ee gan TRESS PRIOR TO THE START OF ANY CONSTRUCTION.
\ ad AA* a ~~ HEIGHT _ — —~ — _SHEIGHT = THE COST OF ANY RECTIFICATION WORKS
\ = z= z _ _—-—— ~e —-—- DUE TO DAMAGE OF EXISTING SERVICES
= —_— 7
\ \ _ Fee eee ~ -o-T- SHALL BE BORNE BY THE CONTRACTOR.
\ \ -— oe _ ee et
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 27.02.26 | FOR APPROVAL GS DTB DATUM Ba rlow Barlow Shelley Ply Lid AT 18 TAYLOR COURT, COOROY 2576
AHD
0 6 12 18 24 30m] wwe es ES J aaaes 07 5443 8285 FOR RMD CAPITAL PTY LTD
DESIGN DTB 4 PO Box 899
DRAWN cs Lo Engineer: TIM BURKE _ Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER | REV
SCALE 1:300 A1 (RPEQ 25245) L/ [email protected] BULK EARTHWORKS PLAN
DESIGN CHECK Tt DRAWING STATUS barlowshelley.com.au C1 oo 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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