C10_ CARPARK LAYOUT PLAN Rev.2

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VIEWLAND DRIVE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NEW CROSSOVER AS PER = —__ NL
NOOSA COUNCIL REQUIREMENTS N
SY
W W: We Ww: W: WW W- W ‘Ww: W: Ww: W: We W- Ws W Ww Ww: w
8 Oem ee SN
e ‘4 yo \ a
oe _ [| Foo KL
= —™
. | SL 75.70 \Y ™ \ |
| | Tih. \ \ \ |
N . %
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ay | : = \ \ |
r = \ ;
|~ s il
| | ST \ | ‘PROPOSED BUILDING RY | |
\ RL Y5.310 |
STORMWATER DETENTION TANK =} \\ Lh cnr \\ fll
| | Ss 0 |e | su 75.20 al 752 Q ( |||
| fs SL 75.20 ¥ : \ ~ My
|
\ \
| \ se i |
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2000 | | Sse ! - \ i i
LANDSCAPE 1 PROPOSED BUILDING ‘\ SL 75.165 3. 759 \#] SL 75.30 "|
RL 75.020 \
(Ne | | ! X X RESPITE PARK \ N. |
4 4 | 4 ro
{| | NU”
\ s
\\ | x Kes. 7485 2 MISTER PARK \ |||
| XL = g sfaken 70Ne | |
PN \ ~ “| | AZZ | aly
| | \ \\ s 5400 | wy | |
| | \\ \ x VISITOR PARK 5 |
: | \ =|» SL 75.00 VISITOR PARK / |
| z 50) = wee sn \ 1
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| SHARE HOUSE aN SL 74.90 *g * a / xX |
| Blo RETENTION BASINS. Pare SL 74.90 vee 9 7 I
7
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: | \, SDA VLA PARK ~y = | |
: | \ PROPOSED BUILDING ‘ M
\ RL 75.020
| | SL 74.80 \ | | |
| \ aty REN ION BASH \ x
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PROPOSED BUILDING 4
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{

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
STORMWATER RUBBLE PIT |
| | CAA
|

 

— PROPERTY BOUNDARY LINE

T ——_ EXISTING TELSTRA LINE
w—————— EXISTING WATER MAIN
Ny aie _S EXISTING CONTOUR LINE (1.0m INTERVALS)

e EXISTING POWER POLE
wo EXISTING TELSTRA PIT
Bg PROPOSED 600 x 600 SPEL FILTER BASKET
GPT AS PER MANUF. SPEC.
& PROPOSED 600 x 600 FIELD INLET
XK PROPOSED 900 x 900 OUTLET PIT

WITH GROSS POLLUTANT TRAP

 

 

N12 ‘LIBARS @ 400 CRS.

+ 1/N12 HORIZONTALLY \

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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LOCALITY PLAN
SCALE 1:5000
190
110 THICK STRUCTURAL
DRIVEWAY SLAB
SL82 MESH TOP
EZ 4
I ——
| — MOISTURE MEMBRANE
50 | 90 SAND BEDDING
SECTION X=X — KERB DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:200 1:20 JOB DESCRIPTION DRAWING TITLE
APPROVED NEIL McKENZIE & ASSOCIATES PTY. LTD. sana NOOSA YOUNGCARE CARPARK LAYOUT PLAN
CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
2 21.09.21 dL 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
14.08.21 a THIS DRAWING Diane TNE ohowtay oF PHONE: (07) O3862 1886 APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: (07) 3862 1397 DATE SEP. 21 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C10 NUMBER 2