Original source · versioned page text
Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
Original PDF page 22, section 7. The text section number identifies this passage in the reader.
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 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\c100-c120 bulk earthworks plan.dwg
LEGEND
EARTHWORKS QUANTITIES NOOSA COUNCIL +RL124.95 PROPOSED FINISHED LEVEL PROPOSED EARTHWORKS CUT —_—_—_——— __ EXISTING LOT BOUNDARY
APPROVED PLAN 1229 EXISTING CONTOUR (INTERVAL 0.20
NATURAL SURFACE TO 300 BELOW FINISHED SURFACE MCU26/0040, OPW26/0066 & RAL26/0013 EX 124.80 EXISTING LEVEL PROPOSED EARTHWORKS FILL 0 ( 20m)
7 AUGUST 2026 2.3% GRADE
CUT (m?) FILL (m?) EXPORT / STOCKPILE | IMPORT / FILL FROM Kf
(m?) STOCKPILE (m*) oT "2209 7 PROPOSED CONTOURS EXISTING EASEMENT
STAGE 1 1009 2052 1043 STAGE LEGEND 7} } — &3— -----------=--- PROPOSEDEASEMENT si as i st—( isi‘; COR EXISTING FENCE
STAGE 2 1415 5 1410 oe — _ PROPOSED RETAINING WALL ~—-sw-—--sw-—--sw- EXISTING STORMWATER
STAGE 3 1940 0 1940 woeeemememnese STAGE 1 BOUNDARY — —RM RM RM EXISTING SEWER RISING MAIN
STAGE 4 146 1720 1574 wee STAGE 2 BOUNDARY —sw—sw—sw—— _ PROPOSED STORMWATER !
oe —— sss EXISTING SEWER LINE
STAGE 5 417 667 250 eee eee ee STAGE BOUNDARY >—>—>— >— > PROPOSED STORMWATER SWALE
TOTAL 4927 4444 483 re STAGE 4 BOUNDARY iw PROPOSED DRAINAGE PIT — — -W- —- —-W- —- -W— EXISTING WATER MAIN
~~ —OH- ~~ —OH- ~ —OH— EXISTING OVERHEAD ELECTRICAL
eeeeeeeeeee=== — STAGESBOUNDARY FFL 5.30 FINISHED FLOOR LEVEL
S S oO Oo
3 8 q 2 8 3 B 8 B 3
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a a xz a = 5 5 5 s
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+RL124.95 RL124.95 2 +RL124.95 +RL124.95 A —TRL124. 9 +RL124.95
BS SS =| Se y= 807 0 = aa
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+RL124.95 | +RL124.95 *RLI2495 | R295 \ sh ay / Se — Frise 95 | Pro | +RL124.95_ | #RL124.95 _+RL124.95 athe Lj) !
—S= SS SS == C —S—= , 3 \ f 7 — SS <=) ———— N f sh C i LES if
TT TT FT T 5 7) eh ni \ ca TL TTD TT Uv | pe
= a iS
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~ 1 IN 3MAX VEGETATED BATTER | ee a , \ | #RL124.90 | o ; Al ayy Cie eee / Vi
! iar Wee P 21%,
FFL 125.00 FFL 125.00 |I/ ; ?4 ae l Pa) | Nester, Zo ie, y/
| | 5 59 / i at, a | FFL 125.00 FFL 125.00 | y < Vice A i ‘fi a di a |
“a pelea BRE ie ce nl 4 IN 3 MAX VEGETATED BATTER
36 35 34 33 32 31 yj fy Bt P30 29 28 27 26 25 mje OG yy ar jal | } yi) i /
Lae ie f Yr gr FE ae Wy
A A l A a | A [ d [ of YY sf 1 ey dy
a 0.5mSTEP LI || | 0.5mSTEP {4 46% O.omSTEF) [| LU [| L| [LL _--* (0.5mSTEP pa wi ed MH |
| | ASS Satouss . UPR By IB
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| | 7 728s || FFL 124.50 ily
! FFL 124.50 FFL 124.50 ||; ‘ty ity!
: : | ub Me ; I)
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: gab _ LD SN Se = se et ILI — Lip
| RL 124,008 | +RL124.45— wR 124.45 ato +RL124,45 Za a en #RL124.45 Te CUT OFF DRAIN AT BOTTOM OF BATTER
| a reas SEE ee ees SLREDLEBEDSELELEEE YH CUT OFF DRAIN AT BOTTOM OF BATTE
Yo ~. 8 — = =| 4% »~ TAYLOR COURT ROAD.
~~ a 3f_ oe =i a 1.0m OFF BOUNDARY
_ al FTN es [WEEE Z, asm DEEP
_ _ ——— q BS tt ~ ) a <
\ AA = 1. ye Nez = _ = al J. | | Tr | oe aa RN i 0 mn
wg RL124.00- Co SRI 104.05 = =+RL124.08— = ioe - Ae
va SW=~>- SW- - - SW >—~ST =H i Sw > sw- --sw-— = py 3 ia) a= = #RL124.13 ea Me
PARLIZ85 10k oe. ~ oe eas rade = wom mE _ “te — ae ARL124.28
- Ba Eee —
a 2 r e
ot pee aesssereorrceceeeeeeeeeiaee aa
= TZ TARL124.35 — — — +RL124.45| +RL124.35 _|
== 7 = ITV Psat ter ] D cL :
: a : EXISTING RETAINING Ts SS
= / Yi. YQ} NOTE
| eee pra = WALLTOBEREMOVED 9 / \Y \ CUT AND FILL SHADING REPRESENTS
| ; ssctapeat ay i" \ EARTHWORKS BETWEEN NATURAL SURFACE
3-}---- SSE - ie RSE 7 | ne! > eee | EEE > EE ac / / AND 300 BELOW FINISHED SURFACE LEVELS.
A 1 11 10. 9 8 | 7 6 5 4 3 2 1 ‘
Vit 1 270sqm BIO ° | a
\ E12) St. | | RETENTION BASIN i
2 SINS eh . Sa eee sac | alana ee: | ES ine EIEN i CAUTION - EXISTING SERVICES
\ \ g oF PL 1 24.40 SW sw] SW— SW] SW SW BW—=-S=s==s-—— SW SH SW SW SW mesa D4. Ao *" swy— SWw- : THE CONTRACTOR IS TO DETERMINE THE
\ \ = PF A | i EXACT LOCATION OF ALL EXISTING SERVICES
| : =f | * pot
\ 2 r + - S IN THE VICINITY OF THE PROPOSED WORKS
\ Pa ~ 311.5m HEIGHT (7 — | SSSR ES EE SR engneeeresneeg an Teeueeee PRIOR TO THE START OF ANY CONSTRUCTION.
\ = Si — Te HEIGHT — —~ ~ _ HEIGHT = y\) pan Af) THE COST OF ANY RECTIFICATION WORKS
\ \ = = _~_ -~— me _ \ | r Yau DUE TO DAMAGE OF EXISTING SERVICES
\ ; \ \ Tee eee ee ee He | a pf pe fs SHALL BE BORNE BY THE CONTRACTOR.
\ ' \ 7S LL —_ eo 2 |
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED os PROPOSED INDUSTRIAL DEVELOPMENT
a a — zB Ba rlow baiow shelley Pyitd | AT 18 TAYLOR COURT, COOROY 2576
B 08.05.26 | RESPONSE TO RFI Gs DTB 0 6 12 48 oA 30m] www ew valeduccuece 07 5443 8285 FOR RMD CAPITAL PTY LTD
DESIGN DTB 4 a PO Box 899
DRAWN Gs Lo Engineer: TIM BURKE x Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER | REV
SCALE 1:300 A1 (RPEQ 25245) e [email protected] BULK EARTHWORKS PLAN
DESIGN CHECK T DRAWING STATUS barlowshelley.com.au Cc 1 oo 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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