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001ACB28.001
Plans and drawings: the text below has words only, no drawings.
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| WALL & FLOOR LEGEND k ele
UM (JZLLLL LLL LEO L ELAR hdd hh hxedbeh hi bnkababntndel LL bape L ll Lil lel 777, ‘RC Block +CO
it new pak Gnish to edsting esses water damage Figs] Reinforced Concrete
walks and caling - refer to bhock wall + mak designers
({ i to rtemal finishes sched. qood es required C—— Timber Framed Wail
\\ Hf l Grow signage t= _~—s New Timber Framed Wall
feter to Witernal Dnishes' sched,
\\ 4 wanes Existing Wall 2 Ouke
\ aS Sunshine Beach OLD 4567
———_.
few signage eercer Demolition Elements PO Box 262
Noosa Heads QLD 4567
refer to Sntomal @rishes’ eched. Telephone S447 5633
nem Ges t stairs 28 pec. - refer Fecebniie OT 6447 5833
-* {o kia Anshes’
my ee te
Pp erert PA 9s spec- refer to Sntemal fnishes’ —-
fe new fles i treads and risers rT A J ENTRY UNIT 3 De seer toe
Tis dusty bs nicadn
wih Engheess Drawing
gees Dade CARPARK <—— Routed gromves
ween 4 ‘ extsting concrete stab to have light polish 4 ENTRY UNIT 2 Q) ‘eit eh dev SAAB,
Zh
one 4 Y few signage m3 per specification ENTRY UNIT 3 4 BCA Codes & standerd
aan h Y ‘§ Y SS <— Fouted grooves Gidy By-dow 1575 & es
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4 ewe signage £3 ml new Ges 33 BEC. Spe Verfy of Groeeirs ch
6 pio Deenmercement
fefes to “htomal Gnishes' ached. cf ay works. These
Genkgs or ndiote
A ---4 l naw signage 63 EDBC, WALKWAY weed ker ecolirg
refer to ternal finishes? sched. envy b wits 1,2 +3 Coppigttier design &
‘remain $80 x 10cm property of the authors,
‘ (ber bolted
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0 TE OE A A AF (=
Fl eee wee ee ee eee ee ire of sen Sauckas Engreor
0 fee signage 83 spec,
€ eeter to toma
few drein orate as EpaC.
\ exdsGing meter box back ff + plant up
0 \ fo remain extend existing rock wal, DRIVEWAY Detail - External Timber Bollard
" VA
"3 ( new exposad aggregaia driveway &s spec new timber bollards 1:10
fefar to deta deg O522W0.209
“
NEW bandred es sper
installed In eccortance with BCA Par 02.16
NEW toughened giess infill panel es spec.
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\FLOOR PLAN - CARPARK Development Permit Operational Works No EOP OCIS, exist star fs bo raced 6 8: _|
WI) A372 SANE 1 19 Ge A? RECOM: NDID FOR APPPOVAL +e to rien Va “LI a
SE 1.08.03 11 tssued for Tarder
ates
STAGE II
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Under no Cire instances may v the Plan & Spccitications be departed textatied in sconrdance with BCA Part 02.15 REFURBISHMENT
from vaithin die witless ap, ' Sauncil, NEW toughened gizes 601 panel as xpec. =p 17 LITTLE COVE
PLANS APPROVED en NOOSA HEADS
Date V2 Go, POOP oc icccevccere settee Installed In accordance wi) BCA Pert 02 16 | Com
Acree ree eee ene eae te eee nee beTE KAREKA
Name hdd. ue PROPOSED FLOOR PLAN
Signature: ..
Delegated Authorising ‘Offic icer es shown @A2 04.02.09
Detail - Stair handrail trae By kb Na
1:20 wee 0522
bye
WD. 203See the original
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Section 2
Ravision Description
i DRAWING SIZE - A2
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AN FH &
$79 +1789 \ew CONCRETE ORIVEWAY \ ete (1:100)
V4
GARAGE -\
125 ORIVEWAY,
FFL 17.97 1762 neN 7728 \ 16 63 1 7 SLAB, SL82 MESH,
% ? THR 40 1083 31S
1297 =e Y --~ Im =
2. 17 66 a concreté ele
ba
ey paved driveway Drive Way’ Line 1 r
Es edge
ea
— oe oe ee ee a ee ——— oo Ka
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_——— 55 “is x SA oe TEE
12 98 qe - z nat @ 2 1726
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te Conirete \ <1 ene val I qe ok ' unshine Coast Regional Council
yd turtace
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CARPARK te
ws garden {ase VF vt Twa Ln erwernse———__f_] RL 20.05
te '
ae yy uy 17 67out
zi _ 80 4 Bévelopment Permit Operational Works No: .. 227 C625, GARAGE I
vi iy
ae mt
Kr; SITE PLAN wy RECOMMENDED FOR APPROVAL te
tate ee eee
Sie 4
Sry CARPARK wy
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it RL_17.96
4 14 17 98p¢
TB, i NS
AEA e eer eee a ee ea twee nen eaae recitications be departed eo Crossover to
Under no circumstances may the Plan & S
from within the written approval of Council | detail
.
18 36
PLANS APPROVED nol @
——_——— ase RP BOUNDARY Date
(1:100) 1, Existing footpaths to be saw cut prior to removal
Name 2. Crossings are not designed for commercial vehicles
3. Concrete drivewoy to be 125mm thk. exctuding any
Signature: .......... frished treatments, eg.
Delegated Authorising Officer 4. Concrete surface tolerance +5.0mnm over 3.0m
5, Concrete N25 in accordance with AS 1379 and AS 3600
6. Reinforcement fabric to AS 1304, ploced central slab
th.
SL82 Mesh 7. Exponsion ppints to be 10mm wide wet tooled with
1000 midde 2nd mesh wire cut dlong joint
|_____. Wet tooled 125 Thick & Qne access point permitted for each allotment.
9. For curved driveways, maximum grades apply to inside
contr pint driveway dad. edge of curve ,
3 ied d 10. Atl services to be located and protected os required
feed prior to work commencing
Tees
Saw ast ond 4! SL72 mesh
LEGEND BARRIER, SEM-NOUNTASLE, MOUNTABLE sand bed wire dong ine Eee
back of kerb KERB & CHANMEL OR INVERT CROSSING. of pint SOG srt ZR o
ULTING ENGINEERS S
--"~ INDICATES EXISTING SURFACE ral - civil - geotectinical R s)
aN
S
9.0077 S
4
CONTOUR AND LEVEL TO AHD. ASN 40 095 481 899
(WTS)
1/11 PROJECT AVE NOOSAVILLE QLD 4566
re, EXISTING SURFACE SPOT LEVELS.
Ph (07) 5455 5604 Fax (07) 6455 5696
ae
Y
+ NEW SURFACE SPOT LEVELS.
tal DENOTES WET TOOLED JOINT TO Project 17 LITTLE COVE RD
[eae ance | one 9
NOOSA HEADS
TERRACE SLAB, REFER TO DETAIL :Used in these records
001ACB28.001.pdfRelated documentPublic source context ↗
09/0695 - Approved Plans [As Published]Related documentApplication case desk ↗
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