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RFI (rec. 5.06.26) 2567 - Appendix A - Civil Engineering Drawings

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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

 

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EARTHWORKS QUANTITIES +RL124.95 PROPOSED FINISHED LEVEL PROPOSED EARTHWORKS CUT —________—_ EXISTING LOT BOUNDARY
i)
EX 124.80 EXISTING LEVEL 00 EXISTING CONTOUR (INTERVAL 0.20m
NATURAL SURFACE TO 300 BELOW FINISHED SURFACE PROPOSED EARTHWORKS FILL ( )
2.3% GRADE
CUT (m*) FILL (m?) EXPORT/ STOCKPILE | IMPORT/ FILL FROM toy
(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 os — _ 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 =e ee eee STAGE 2 BOUNDARY —— SW SW SW —— PROPOSED STORMWATER
oe —— -s-—-s-~-s—— __ EXISTING SEWER LINE
STAGE 5 417 667 250 eee eee STAGE 3 BOUNDARY > >—>—> PROPOSED STORMWATER SWALE
TOTAL 4927 4444 483 STAGE 4 BOUNDARY iw PROPOSED DRAINAGE PIT — — —-W- —- —-W- - -W— EXISTING WATER MAIN
——-0H-—-OH--—-OH— EXISTING OVERHEAD ELECTRICAL
eeeeeeeeeee=== — STAGESBOUNDARY FFL 5.30 FINISHED FLOOR LEVEL
s g > S 8 g g 8 g g
Si N|> x a g & a a a
5 5 x z 5 5 zZ 5 5
 2.0mHEIGHT a * € e 1.0m HEIGHT ¢ cs © | Zs omHEIGHT
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1 iY \
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i r
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-— —— - —_— —_ _ - —______ 1, —) \ ____ 71 = ( vale x
+RL124.95 RL124.95 2 = +RL124.95 +RL124.95 A —TRL124. 9 +RL124.95
a = a eh = ae
goeedeeees oce ams sicteedes ares (2e< = - se —
—_ _! . —“—_ 807 |
hl i i he a .o sy - “ R124 88 og = 3 73 10%  +RL124.83 . \
_ ot “oi ~ gy ae — 5 <a = -sw eS FRL 14 83~ aan 10% : = i |
— ap — aan -sw ay aa 1. = = = st ae TST ™ S ‘y
~ N ion — Ny <> ~— - ina ty,
cae eee \ DY See Po <P | f;
+RL124.95 | #RL124.95 +RL124.95 | | RL 124.95 ~~, OE RL 95 | RU | +RL124.95 | #RL124.95___+RL124.95 FLA
| apm Vet Dae a
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— 1IN3MAX VEGETATED BATTER 1a RL124.90 g
, ny AN oN
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| Ml 8% 5% / factos, sah rer hes Sie pees I ag “ (fo i é i gi! if a) / | 4 IN 3 MAX VEGETATED BATTER
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f p A 0 Sel 7 r a ql Ct yyy 4 |r fee y
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! FFL 124.50 FFL 124.50 ||; iy iat
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2 anton. ——— —— |. ee — Db 4g" 8 mote —— tI — : Lp pi
+RL124.45 +RL124.45 eae +RL 124.45 ath AA +RL124.45 - CUT OFF DRAIN AT BOTTOM OF BATTER
\ Og ng g SLLEDELELERELLLLEM CUT OFF DRAIN AT BOTTOM OF BATTE
yo as ———— i, “= TS 7 ey TAYLOR COURT ROAD.
= =e 3f_ a tag es =i re YYy 1.0m OFF BOUNDARY
: LTeyy ioe y USS Y 1 IN 4 MAX
| _ Se a ~ IN We "BoP 2 250mm DEEP
. My thr ae: +4 nas Seen hae tay ae HA
+RL124.00: i S+RL124.05 i =+RL124.08— wer K\ Gee
va SW=~>- SW- - - SWWm>—sW =F - We swe > sw- --sw-~- Sy 3 sw= = ey $RL124.13 --32 Me
\ +RL128.85 vie Wane ~ oe Saas OU ea oe cea at — “10% — ails i “#RL124.28 :
a 2 b= .
BO Saettt eee cole eee more
— =r =+RL124.35 — — — —|— +RL124.45| +RL124.35 |

 

 

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\AY 40 SN
SEXISTING RETAINING WS SS \ Eee

| eee eae WALL TO BE REMOVED SAG \ CUT AND FILL SHADING REPRESENTS
: Se 7: ay " \ EARTHWORKS BETWEEN NATURAL SURFACE
neeeeeee / | AND 300 BELOW FINISHED SURFACE LEVELS.

       
    

 

 

 

 

      

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ax on | n
op 270sqm BIO ° 1
\ E12) St. | | RETENTION BASIN | i
SINCE (Suit. Bh . Se sac | alana | St ae as i CAUTION - EXISTING SERVICES
\ \ 8 oF PL 1 24.40 ~ SW— sw—P SW— SW— sw —— sw. BW=="swese=sfy-—— SW—- SW— SW——SW]— SW peg rp 4. Ao *" swy— sW- . THE CONTRACTOR IS TO DETERMINE THE
\ \ + + 4 [| ‘a [| [| [| 4 [| [| | | | | i EXACT LOCATION OF ALL EXISTING SERVICES
\ % + = : = 3 a IN THE VICINITY OF THE PROPOSED WORKS
\ Pa — 311.5m HEIGHT (7 —_ | SES SSESER Se enanseewesestg an Teens PRIOR TO THE START OF ANY CONSTRUCTION.
\ = S ~  _HEIGHT ~~ HEIGHT = i. uy Spm AP THE COST OF ANY RECTIFICATION WORKS
\ \ = = — -_-— or a —_ | \ _ | t i DUE TO DAMAGE OF EXISTING SERVICES
\ b \ \ elle Ee 2a | ie a, SHALL BE BORNE BY THE CONTRACTOR.
\ \ \ To oe _ eo — Y _oo J | - hl
PROJECT: JOB NUMBER
REV |DATE| DESCRIPTION BY |CHKD DETAILS SCALE APPROVED : PROPOSED INDUSTRIAL DEVELOPMENT
A 27.02.26 | FOR APPROVAL GS DTB B rl Vy Barlow Shelley Ply Ltd AT 1 8 TAYLOR COURT, COOROY 2576
B | 08.05.26 | RESPONSE TO RFI GS ptB. «| DATUM AHD 0 5 0 ‘8 0 30 — > 07 5443 8285 FOR RMD CAPITAL PTY LTD
mM) eee
DESIGN DTB ‘> PO Box 899
DRAWN Gs ee EO Engineer: TIM BURKE _ 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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