Council archive · source document
Approved Plans MCU17-0009 & OPW17-0037 · MCU17/0009
Plans and drawings: the text below has words only, no drawings.
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PLANT COMMONfNAME min,POTfSIZE No,fREQ, LOCATIONfcfCOMMENTS
GROUNDCOVERSfcfGRASSESfcf
TUFTEDfPLANTS
Lomandraflongifolia Matyrush 5kxmm pp NorthfoffDrivewaywfSouthfsidefgardenwfRear
Dianellafcaerulea FlaxfLilly 5kxmm 7B FrontfgardenswfRear
Eleocharisfspiralis Spikerush 5kxmm 5K FrontfgardenswfRear
Anigozanthos KangaroofPawf4Bush4fRevolution 5kxmm 5p Frontfgardensf
WestringiafFruiticosa CoastalfRosemary 9xxmm z Adj,fFrontfFence
WestringiafFruiticosa CoastalfRosemary 5kxmm 5z Northfsidefoffhousefadj,driveway
SHRUBSfcfSMALLfTREESfcf
HEDGES
Syzygiumfluehmannii SmallyleaffLillypilly 57xmm 5p NWfsidefoffdriveway
Banksiafintegrifolia CoastalfBanksia 9xxmm 9 Adj,fFrontfFence
TREES
Cupaniopsisfanacardioides LargefLeaffTuckeroo 97L K FrontfGardenfFeaturefTreewfSEfB4dry
Leptospermumfpetersonii LemonfScentedfTeatree 97L z RearfGarden
Melaleucafquinquenervia PaperbarkfTeafTree 97L 7 RearfGarden
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
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Page 2
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NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
[OCR of page images]
LEGEND
PROPOSED FLOOR AREAS unit 2 (noth) - floor areas PROPOSED GROSS FLOOR AREAS (GFA) REAL PROPERTY DESCRIPTION Cope Trew
unit 1 (south) - floor areas : “oo a LOT: 8 on SP179879 ner | REFIGERATOR anne & DOORS
internal -level g - = 852m? internal - level g - garage = 87.4m level 1 - gross floor areas (gfa) areas PARISH: Weyba HP | HOT PLATES ENING Pat
internal | level g - garage = 85.2m level 1 = 79.3m2 y! sur | SHOWER (0-DOUBLE) X__ | OPENING PANEL
-level 1 = 74.7m? “ever = om -unit 4 (south) - 64.98m? (excl. lift shaft & stair no.2) COUNTY: March sue. | SINGLE LAUNDRY TUB 08s | OBSCURE GLASS
- level 2 = 79.3m? ; ; AREA = 543 m? FG | FIXED GLASS
- level 2 = 74.7? . . -unit 2 (north) - 66.19m? (excl. stair no.2) = 040 Mm WM | WASHINE MACHINE
i (total internal = 246.0m?) 2 MH CEILING MANHOLE SG | SAFETY GLASS
(total internal = 234.6m2) sternal k vel 1 bedrm 4 deck = 8 6m? total level 4 - 134.17m PLANNING AREA ZONING DP 100mm PVC DOWNPIPE DH | DOUBLE HUNG
eee | | fel bo deck = 7b meee ede adr 172 SEMI-DETACHED HOUSINGZONE | Senn | BY Blahons
bs level 2 front deck (under roof) = 16,6m? (otal extemal = 25 8m? . level 2 - gross floor areas (gfa) areas LOCAL AUTHORITY HW | INSTANTANEOUS HOT WATER system | TL | TIMBERLOUVRES
(total external = 244m?) " -unit 1 (south) - 55.38m? (excl. lift shaft & stair no.2) NOOSA SHIRE COUNCIL Se WASTE RAINAGE PIT WINDOW NUMBER
. > -unit 2 (north) - 57.28m? (excl. stair no.2) EX.FAN | EXHAUST FAN
TOTAL INTERNAL FLOOR AREA (unit 4 + 2) = 480.6m 2 PROPOSED USE RWH | RAIN WATER HEAD (29) poor NuMBER
. total level 2 - 112.66 mae nDeEy FAG | FASCIAGUTTER- HALF ROUND PROFILE | LL /
TOTAL EXTI RNAL FLOOR AREA (under roof - unit 1 + 2) = 50.2m? CLASS 1 DUPLEX HC HOSE COCK
. 9 _ 2 Cc CONTROL JOINT
site co erage = 175.20m? (32.27%) (allowed 217.2m? - 40%) TOTAL GROSS FLOOR AREA - 243.83m? (allowable (0.45 x Site) = 244.35m?) HR HAND RAIL
WC(vrh) | WALL CLADDING - (vertical / horizontal) AS SELECTED
landscaped drea = 204.1m? (37.6%) (min.req'd - 192m?) WC(fc) | WALL CLADDING - FIBRE CEMENT
MRS | METAL ROOF SHEETING
So > PRWS | POLYCARBONATE ROOF / WALL SHEETING
2, TS TIMBER SCREENING (hwd dressed)
& Sx, eS TP- TIMBER POSTS / COLUMNS TO ENG'S REQ'TS - TYPE
B B SHS STEEL COLUMN TO ENG'S REQ'TS - (e - exposed, aluminium cover plates to suit)
gm a a TSID | TIMBER STAIRS / DECK (hwd dressed)
33 pe S TRB(exp)|_ TIMBER RAFTERS / BATTENS EXPOSED (hwd dressed)
85 ra a SH SUN HOOD (as detailed)
& g 90mm INTERNAL STUD WALL AS SPEC
za ;—— Fefer to External Works Plan & Details for more 2 BLOCK WALL (THICK. AS NOM)
information on driveway / fence
| ) 3050, 1940 6990 , 3000p szth setback font elevation GRATED SUMP
42.01 7 7t 7t 7 Proposed driveway crossover in accordance op GRATED DRAIN
| * 43.19 yd3.48 |7_, _ stepped conc. block retaining wall - | with IPWEA Std Dwg R-0050 & Council req'ts
3 = max.2.0m high - refer to external works plan —» Sars aaah MB Comma | ELECTRICAL METER BOX & SWITCHBOARD
4167, a J : 33.711m_52°55'20" “& details for futher information \*°* oO | xt 18.68 GHW ===] | GAS HOT WATER UNIT
x Tito [12.48% \ 1 t garden +
2 8 Z i ET ee tL eR 8 __ tems rBack.
=] ols =] | SD SD Be | | = SY SCHEDULE OF DA DRAWINGS
Bs 3 g concrete ey ses 2.0m SETBACK
e a. S faa ess DAO1 SITE PLAN & NOTES 1:200
ol SH [= 42.38% 3.14 line of roof over (level 2) | aire 2 | = = A DA02a_EXIST.CONTOUR + GROUND LEVEL PLAN 1:100
~~ | a I 4p, fo Ibe _| ie = > DAQ2b PROPOSED GROUND LEVEL PLAN 1:100
7 | | | wom unit 2 | P\ | eq “+ DAO3 PROPOSED LEVEL 1 PLAN 1:100
‘Hn level G - FFL 12.300 RTH = line of entry roof bver = DA04 PROPOSED LEVEL 2 PLAN 1:100
3 | So level 1 - FFL 15.050 | | | OO EN g | DA0S PROPOSED ROOF PLAN 4:10
8 \ - We Le gs DA06 ELEVATIONS - NORTHEAST 1:100
So | | y ox, level 2 - FFL 47.800 | | o 3 12m. high rendered conc block
SS - \ PLUNGE ben DAQ7 ELEVATIONS - SOUTH-EAST 1:100
3 | fire rated partition wall FRL 60/60/60 | 2 garde —tt fég ty 600mm plcoat
& Bones | E- _| 14 only POOL ‘Eb avericatbootfencing to detal Ww DA08 ELEVATIONS - SOUTH-WEST & NORTH-WEST _1:100
4 404 g| driveway! S) ot sot Ap
t 9 [3] | | 'e | & foul saltwater | 187 4.8m max. high pooat vertical DAO SECTION A-A- TYPICAL 1:00
ax Lo =| 5 [2 lg gan || pool fencing to deta | DA10 EXTERNAL WORKS PLAN 1:100
“| JB et) 1a sl 18 ; : ie nN
8 aS | | 8 | lg unl t { level G - FFL 12.300 had Ig | a | | | PLUNGE = toe nsdn p0)
s BD | 6 |2 10 level 1 - FFL 15.050 J; 8} i is | } ROO! cS vertical pool fencing to detail m DA-DO1 DRIVEWAY PLAN 1100
fi fl jay | [oreo TAAL AE | 2 =a S m DA-D02 DRIVEWAY SECTION 1100
ae) 4 Y l 2 5 ‘ :
SL P| Lo — i | Ls pinecenyeotores 2.0m SETBACK DA-LO1 LANDSCAPE PLAN 1:100
Sle STE fo | CF TTT :
X/8 nl — tying court (unit 4) 3S —t tb 15m SETBACK —+ DA-H01 DRAINAGE & STORMWATER PLAN 1:100
| a dp 43,05 & a A4A2 ~ [15.4 6 proposed new conc.footpath in accordance
™ saan —= ith IPWEA Std Dwg R-0065 & Council req's
| f = 3950 L 3930 —33.711m 82 55'20' 5050 wi 9 ouncil req!
existing timber 7
cop, fence to remain 6680" L 4140 L ; 7X 1887
gm 7I 7 fence as detailed 184
ge ‘— 190mm reinforced conc. ‘~ part timber fence to be 190mm reinforced conc. . " 00
eS block wall to garage side © removed/ replaced where —_ block retaining wall to L psig timber at
wall to ground level only needed tore ing drying court fence to remain 000),
boundary
Court hound 9, _mey NOOSA COUNCIL
/01\, PROPOSED SITE PLAN APPROVED PLAN
\/ 120683 MCU17/0009 & OPW17/0037
o 4 5m nb: existing contours & levels NB: Refer to Landscape Plan / External 12 JUN 2017
[Ltt 1 | | shown with proposed levels Works Plan / Driveway Plan for more
detail to driveway / external areas
|
/ | F DA ISSUE - DRIVEWAY AMEND 03.04.2017
I Issue Amendment Date
The design & drawings shown on these | |Q COX G ina pr ice desi gn #8] PROJECT DRAWING TITLE SCALE DWE No. ISSUE
Pans ae oyna ee architectural building designer|= NEW DUPLEX FOR D & L ARMSTRONG SITE PLAN 1200 @ AS DA 01 F
property of 'georgina price design’. No é DATE =
unauthorised copies shall be made. WmiG GesEginapE Tce destonacon-st, 00422444096 3 23 GRANT STREET, NOOSA HEADS, Q 4567 OCTOBER 2016
creating environmentally sensitive spaces| 8
Page 3
EXTENT OF GARAGE (LOWER STOREY) EXTENT OF BASEMENT
SP179879
Emt9P 14
18
16
W
M
1.5
SP179879
Emt9S
8 BM
RL :9N
:91 ail
8. 9in
77 9K
erb
SP179879
Emt9R
18
16
14
12
1.471 1.5
SP179879
Emt9T
Wall
Rendered
SP179879
Emt9U
EXTENT OF GARAGE (LOWER STOREY) EXTENT OF BASEMENT
SP CP -
23 NOOSA COUNCIL
08
60 APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
Page 4
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
[OCR of page images]
| | 3 a NOOSA COUNCIL
PER APPROVED PLAN
APS oe an 98 MCU17/0009 & OPW17/0037 | |
E |/ 12 JUN 2017
8 g 8 42.41 8
is | & x 43.19 A348 Z a
0G Uv 2 | x \ ¥ 4 =i
| © ig | timber fence on stepped conc. block _~ = 8 A 8.73 48.82
3 retaining wall - max.1.8 m high artim s9°s800 \ \ 44 92 oO) s 48 69
__ . 45m SETBACK
_2.0m SETBACK _
as selected) | 2
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9 48.58
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ol= | | 3 reinforced cone. block | |
a Py) o | gs retaining wall / fear
= © Engs reqs - iT
n = 8 ag Weir & irainage | |
| | S | 3 | req'd as specif |
So Lo ee i I
of | / I |
Oo} ee WERT — SS So ae __2.0m SETBACK
be. | oe fe __. Joo a __4.5m SETBACK
96 | | onan a
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‘s SANS on santo szrssz0
ATI 15 =
lan © a o 2
SS oN /Oi\, PROPOSED GROUND LEVEL FLOOR PLAN Ch g | 49.57
‘Ss 8 “9 \e_/ t:too@as s nw
Sy 2 3M Amen NB: Refer to Site Plan / Landscape Plan / External 8) 18.
© 3 33 0 5m Works Plan for more detail to driveway / external areas
D a
3 ac
U0 ©
qd
DA ISSUE - DRIVEWAY AMEND.
03.04.2017
Date
ISSUE
K) 8G ©
Issue
SCALE
o
DRAWING TITLE DWG No.
The design & drawings shown on these |]Q@OTGiNa Price desig 2 PROJECT +400 @ Aa
Seer enters Sean No rchitectural building designer 3 NEW DUPLEX FOR D & L ARMSTRONG LEVEL GROUND FLOOR PLAN OE DA-02b F
www. georginaprice design.com.au p0@422444096
reating environmentally sensitive space
23 GRANT STREET, NOOSA HEADS, Q 4567
unauthorised copies shall be made. OCTOBER 2016
Page 5
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
[OCR of page images]
level 1 - gross floor areas (gfa) areas
-unit 1 (south) - 64.98m? (excl. lift shaft & stair no.2) |
ht = - unit 2 (north) —- 66.19m? (excl. stair no.2)
| 8 total level 4 - 131.17?
im | E 42M ig
as a 1 A3.19 A348 Z é
Y * 'z
| 8 3 420 ” OX 48.69
Ig 12.0 IB 33711m _52°55'20" “ 3 17.4 5 7
t t 7 a
1. | 42.45 ° garden |
ge | =
ma Mm 8 8888 yt ttn
8] gh -—— So Laster
s 3 : @
Ni
PS | 8X 4
ae | 42.38 » A381 RY
©
amt " SnnannnanannsangO? _ |e | Pafo@ Tote A
z, \ | / | E pre ig —=T | J >
timber handrail with glass | at fe STUDY 5 I+, | | sy sue une . [= |
3 | infil panels as spect - ; BED 1 ke “ timber | T bench as detailed o ( mz
3 min. 1mh to BCA reqits | timber | l 18 BATH I “\ Level 2 deck,over
$ K | 2400 ch | 770cs = tiles | 7 to Eng’s reqs
I) Lo 4 2 iy | BED2 Z |
timt ‘| mposite sS | timber a we |
g | a yy de : 3 4
gO 8 , T (I Va FFL 15.050 iD. 14.2% Al SERVICE ARES | 8
8 3 | fire rated parftion wall | U NiblesZ | OZ RL 15.000 | 5 ¥
2 ON [_-min. FRL 60/60/60 to DIL feo) | 14 v | | “Ay.
3 | oH) BCA requirements or Two) lal 45 weet | 7 2 (sovent. | z a. Aye
3 robe im { 7s Tmo TNT | | | A HOC] robe | gs 48.7P} &&
$ | 7) 6) 5} 4] 3} 2] 4 , LLL LOU Al 8 ala l62 “4,
49> ARG Ree Ti TT | T Tcupd I |
| @ a ee - © on
& Soa ooo ag I iia —— doled att | Nal “ |
line of cone. block a 820 L7
“im | ‘Lire separation wal 7 lin! — (FFL5.050] UN it pW “ | BD 19.13 | 1858 AJ
A 3 timber handrail with glass KIIIIT De ae) Lt J _— vo XA . :
aN infill panels as specified - timber composite CTT cl . 820 I BED 2 7 fw | | |
Ol me . al I 900h drawer units} | C a Nb. . |
© min. 1m h to BCA req'ts 9 | Mndcretinaetiesicd BATI | _—timber_ __ > reinforced conc. block retaining wall /
Ni Py) - | ¥ | BED1 | 70s alties Wt) By | 2400.ch Al Level 2 deck over [7 Structure to Eng's req'ts - waterproofing
S| | i timber Z| ea 1 | , vt to Eng's reqts | & drainage req'd as specified [Tl
; ; 5 | | | | 200ch | "4 Cilp T]|) SULTING AREA * an SERVICE AREA |
L | Lo a E r| I I Or lousy | Ne? RL 15.000
& | penne I i Spy] | LIFE! bee a | ¥ | —
> | eX MOT I eel SSS Ste oe __ WN SS FL 2 om seek
iz MRS i Ly shower | | Cm) | | 4.5m SETBACK
44.96% A \ TAL Ciiftshaft(1100x1110 clear- = SSs=i*d |] CS0mmsetdowntoshr-nohob lowhtretainingwal eee
| E | | | metal roof sheeting ea | to Manufacturers's req'ts) ig (ness lass sven & coor garden | 48lq2
| = | ee 05-1! a2 yt | 45,08 | 18.20 4858 467
68 ye b= === === = =~ = — = = SS SS 7. ae
. =k =k A
1.471) 1.5 |= ~ 1864)
ly m 1) A A oO) ©o <p '
s3 /01\ PROPOSED LEVEL 1 FLOOR PLAN cD g = 49.57
om N 3 , :
SS © 3m Cy 1:100@A3 3 48.74
e a
3 a 0 5m
- 8a NOOSA COUNCIL
3 © QO APPROVED PLAN
5 | wn) LL MCU17/0009 & OPW17/0037
|| © Yn 12 JUN 2017
OH F DAISSUE - DRIVEWAY AMEND, 03.04.2017
Issue ‘Amendment Date
The design & drawings shown on these | |G @ OF gin a pr ice desi gn 8 “NEW DUPLEX FOR D & L ARMSTRONG DRAWING TITLE 100 @ AR DWG No. ISSUE
plans are copyrighted andremainthe |larchitectural building designer|® LEVEL 1 FLOOR PLAN :
rty oF design’. N 2 =
Peer |e acrmacc wince, s04224e4096|§| 23 GRANT STREET, NOOSA HEADS, Q 4567 oe DA-03 | F
creating environmentally sensitive spaces| % OCTOBER 2016
Page 6
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
2
[OCR of page images]
20
sO
> NOOSA COUNCIL
44 98) X44 95 level 2 - gross floor areas (gfa) areas APPROVED PLAN
i | - uni (south) - 55.38m? (excl. lift shaft & stair no.2) MCU17/0009 & OPW17/0037 |
= -unit 2 (north) — - 57.28m? (excl. stair no.2:
% ie 3 wal eel "tn 12 JUN 2017
ay | 2 Aza 8 :
jaz iz A319 ASA iz
41.67, Ke: a 33.711m §2°55'20" . | 4 3 47.14 18.69
in| 1. on 42.45 * garden | 4
>| > | oO rs
we 43.81 81), .
a Mf 16.381) 24g. — LL. An SETBACK
m % — T Fe ee ee eee sf __, 201m SETBACK
SS (2 I| concrete driveway | s
2g) 3 is LEH | — _ J ¢g
ar 12.3 | 1
a | toa Scheme bow aT || 8 AI
41.71) | | r q ] | oP 4 i -gantaee Sengusuonsuosacuanenna | car lay-by area - refer to driveway detail plan | 8
( ¢ || b--------- 1 , bench & cup'ds as detailed EL \ | 49.55 | Co
built .
. | handrail wit glass infil | LOUNGE abn sates ces | A | | | E Loy ft? * ‘ wa ] ~~ |
2 panels ssp cified - min L timber ; U n | t 2 | | E| —T |
So C mhto feqis || \ | TERRACE puDLoDUoNNNOgoOOoOOUOUeONNOODOOOR ORDO o LL tine of entry 7
° | | er fixed skyight over (1400x780) aio ae FFL 17,800, | Hes | i il [| | mee | rot ver
8 | d i . nebo a) reqits ____ | DINING }-------- 4 t i" ie | | rues
d 8 ! | peeeeeetccente® FSS Ehi er Pp re hae Trl | |
8 3S | _ at M shabei- 43.09% iN ~ fence!8 gate lo pool j ee S
S Gat» 8| handrail with glass = 4) 3h SEE cooktop / oven | ||) regueations &)Bca ar a “Ay,
8 i - it ngehoogy— ~~~] { 1 | ) . .
| . m Bl prunepetes | Pp | sink [dw yee ora |) Elgs ' | PLUNGE POOL 8.76) “ 4 +
\8 al 3 | as Pliner! [Ooo] [f-— 4189 |__|! | | saltwater \ “el 62 BG.
J |? 75] 43/1 | T awioool Tf rm t | Le)
‘\ A9 ss t handrail with glass H we an } | P lf sitk under) |OO.O le | Bad} | | Ros ABN | 4B aN —
Qeey | | balustrade as specified- l (| KITC cooktop/oven IL ' | \paoy
mn ImniobcAres's ———aigateraaas [FFL 17.800] timber ae l | TERRACE _| 4 2mi-gless pool garden E
x Mm: | | T LOUNGE } a <n Yo. | | em |) feno 8 gate poo | = E—-. hia A
bs 3 tana with gs infil _| me ‘ oe lef — I | | | | ee ns. BCA garden ale a. @s
a peneesseieon | eet) etsoemosiwor | nit | Yt shat 8 | pes) [ewan] |] EUG iT
BU | | 2400 - 2700 ch ONIN A381 | le |
| = ! tT ‘open shelves— | wD. co Pinter IG 7 : J | |2 [Tl
a Po 1 I | |
L | S IDET t
© | Hemmnnnrerrcerer | < OFC} LT mitonesene | | | --- —
| | . 4K.O7 — [| line ofroofover fe ne | | ag | | lS J JL. _20msereack_
loo FT —wrompmaocme, ff AB at) et) asses
41. = to Manufacturer's reqs) garden access down to | RL, 18606 | line of entry |=
" | 3 | | undercroft service ate 4 7 s ° | roof over 48} I
so 8 45.06 within garden area Bas garden 8. E _— g
4 68 é ob fo | A238 _ Lenn 3.09 ——— 4.42 sg ft — —— 18 |_s 18.6 ig.67
. J (S 33.711m 5255120" a .
1.471) 1.5 |S x ° Stns TS 18.64
on o Aa fence as detailed \
sm CoN =o
<3 y (any PROPOSED LEVEL 2 FLOOR PLAN Gh a | 48.87
S n @ x
iS 4s av G \-/ 1100@AS NB: Refer to Site Plan / Landscape Plan / External Works Plan / g 48.71
3 22 0 5m Driveway Plan for more detail to driveway / external areas / front fence
D ao
Q 3c
# 5200
SH F DA ISSUE - DRIVEWAY AMEND 03:04,2017
%, Issue Amendment Date
The design 8 ravings shown on these | |Q COL Q ina pr ice desi gn | PROUECT DRAWING TITLE SCALE DWG No, ISSUE
plans are copyrighted and remain the i + + + Ss 1:100 @ A3
property of georgia pce dest. No larchitectural building etna g My GRANT So FOR D & LARMSTRONG LEVEL 2 FLOOR PLAN = @ DA-04 F
unauthorised copies shall be made. Eresting envitannentally sensitive epece 3 NT STREET, NOOSA HEADS, Q 4567 OCTOBER 2016
Page 7
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NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
[OCR of page images]
we6o'9L
102,S50226
u LNINISYI
S ININISVI
ANOS WO"
MOWELAS YVSY WO
33.711m _52°55:20"
9000, 50 o!n |
line of box / valley gutter __line of lower roof over front
under higher roof deck / outdoor living area |
| 7 at line of building under
line of deck under
DUOUOoNI0O000000N0NN000000000000000
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
_1.5m SETBACK
2.0m SETBACK _
line of entry
roof over
PLUNGE POOL
Lady LS LNVUYD
FHP __2.0m SETBACK
| lt} __15m SETBACK _
line of entry
| roof over
Oo L =
line of roof over im 2°9920
garage under
tx
/0i\, PROPOSED ROOF PLAN ee
\ J 1100043
0 Sm
F DA ISSUE - DRIVEWAY AMEND. 03.04.2017
Issue ‘Amendment Date
The design & ravings shown on tese ||JeOrgina price design | PROWECT DRAWING TITLE SCALE DWG No. ISSUE
plans are copyfgiedandrerin he larchitectural building designer|= NEW DUPLEX FOR D & L ARMSTRONG ROOF PLAN 1:100 @ A3 DA 05 F
Inadhorsed capes shal bemade | frsstusinnsce sesncenoe 90422444096) 4| 93 GRANT STREET, NOOSA HEADS, Q 4567 °
cop creating environmentally sensitive spaces| 5 5 OCTOBER 2016
Page 8
LEGEND
cb stack(bond(face(conc(block
cc coloured(concrete
r.cb rendered(conc(block
r.wc rendered(lightweight(claddin
wc-01 wall(cladding(-(type(01
entry(gate(with(roof wc-02 wall(cladding(-(type(02
entry(gate(with(roof
structure(over timber(screening((to(det)
wc-01(behind) structure(over ts
dp down(pipe
rw retaining(wall
r.cb ts(behind(to bal(-) balustrade((type(to(detail)
unit(2(as(selected sh sun(hood
driveway sc(/(sb steel(column(/(beam
tc timber(column
r.cb mrs metal(roof(sheeting
mrc metal(roof(capping
line(of(plunge(pool(behind(front(fence
wc-01
wc-01
wc-01
ts ts
wc-01 r.cb
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
[OCR of page images]
LEGEND
cb stack bond face conc block
front fence - cc coloured concrete
max.1.8m high r.cb rendered conc block
r.we rendered lightweight claddin
enty gee wih rot we-01 wall adding - type 01
ry +02 wall dadding - type 02
? entry gate with roof Wo ing - type
Structure over. —————= | (1 wootibering) ah i structure over ts _ timber screening (to det)
PITCHING PT LEVEL 2 CEILING 1. _ _ dp down pipe
_ _ _ tw retaining wall
4800h p.calum f ts behind to bal(-) balustrade (type to detail)
}800h p.c.alum fencing unit 2 as selected sh sun hood
g s & gate as selected i sc/sb steel colurm/ beam
x te timber column
proposed & existing ms metal roof sheeting
LEVEL2- LOUNGE FFL 17.800 _| Gah _ _ mre metal roof capping
—_ — c — —
a front fence (1.2m h conc.block & | a
a 600mm h p.c.alum as selected) line of plunge pool behind front fence 2
PITCHING PT LEVEL 2 DECK CEILING _wot _ _—
PITCHING PTLEVEL 2 CEILING _ _ _—
proposed & existing ground |
Blo line @ front boundary
S| Ble
STS 1 —-——— — —_-—
LEVEL 2 - LOUNGE FFL - 17.800
a i proposed ground line @ t t !oot _
3 | north-east elevation II I y y
&| 8) es | im |
aj es t ry y
x Sa I i | Z|
a i iI typo x
poco 4 il hp
LEVEL1-BEDROOMFFL-15.050 | LI a Ly 4 _ _
~ at a th - -
— i Ly — — — L \ | — —
| in Vl ly 4
o it VW iI Ipod
S|. it VW il Ipod
S| Sf g it VW il Ipod
= it Vl i hyo 4
im il Ipod
| It Vl ! |
LEVEL G - GARAGE FFL - 12.300 | LL ” fm L| _! _— —
—---—-—-—-—-+t ~~ — EE EE 4—--—-—-—-—-—-—-—-—-—-—-—-—~— —
NOOSA COUNCIL
line of building structure /
retaining walls to Level 1/G APPROVED PLAN
MCU17/0009 & OPW17/0037
NORTH-EAST ELEVATION (@ line of front deck
(02 NORTHEAS ON (@ line of front deck) 12 JUN 2017
SF 100
0 5m
|__| __}| __} __| __|
F DA ISSUE - DRIVEWAY AMEND. 03.04.2017
Issue | ‘Amendment Date
The design & drawings shown on these | |Q @ OT G ina pr ice desi gn | PROUECT DRAWING TITLE sen @n DWG No. ISSUE
| hted and th i ildi i 5
vans ae opi and enn e architectural building designer|% NEW DUPLEX FOR D & L ARMSTRONG NORTH-EAST ELEVATIONS OE DA-06 F
unauthorised copies shall be made. Wiis ceoemihapeice destonsconsay, 00422444096 | 2 23 GRANT STREET. NOOSA HEADS Q 4567
P ” creating environmentally sensitive spaces] 2 ’ , OCTOBER 2016
Page 9
-
NOOSA COUNCIL
APPROVED PLAN
LEGEND MCU17/0009 & OPW17/0037
cb stackfbondffacefconcfblock 12 JUN 2017
cc colouredfconcrete
rYcb renderedfconcfblock
rYwc renderedflightweightfcladdin
wcW01 wallfcladdingfWftypef01
wcW02 wallfcladdingfWftypef02
ts timberfscreeningfBtofdetA
dp downfpipe
rw retainingfwall
balBWA balustradefBtypeftofdetailA
sh sunfhood
scf/fsb steelfcolumnf/fbeam
tc timberfcolumn
mrs metalfrooffsheeting
mrc metalfrooffcapping
wcW01
wcW01
dp
ts
pYcYalumffencing
asfselected
dp obsY rYcb
sh
wcW02 obsY
tsBpaintedfasfdetailedA obsY
wcW01
rwfBbehindA
rYcb
dp
EXTENTfOFfGARAGEfBLOWERfSTOREYA EXTENTfOFfBASEMENT
Page 10
mrs wcR02
LEGEND
cb stackfbondffacefconcfblock
cc colouredfconcrete
rWcb renderedfconcfblock
dp dp
rWwc renderedflightweightfcladdin
wcR01 wallfcladdingfRftypef01
wcR02 wallfcladdingfRftypef02
ts timberfscreeningfFtofdetB wcR01
dp downfpipe
rw retainingfwall wcR02
balFRB balustradefFtypeftofdetailB wcR02 sh
sh sunfhood
scfYfsb steelfcolumnfYfbeam
balR01
tc timberfcolumn
mrs metalfrooffsheeting
metalfrooffcapping mrs
mrc
balR01
rWwcfFabovefgaragefdoorsB
rWcb
rWcb
dp
rWcb
dp
-
NOOSA COUNCIL
APPROVED PLAN
wcR01
MCU17/0009 & OPW17/0037
wcR01
wcR02
12 JUN 2017
tsFasfdetailedB
dp
dp
obsW
sh
sh
rwfFbehindB obsW
rWcb
obsW
obsW tsFpaintedfasfdetailedB
rWcb dp
rWcb
EXTENTfOFfBASEMENT EXTENTfOFfGARAGEfFLOWERfSTOREYB
Page 11
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
LEGEND
cb stackfbondffacefconcfblock
cc colouredfconcrete
r.cb renderedfconcfblock
r.wc renderedflightweightfcladdin
wc-01 wallfcladdingf-ftypef01
wc-02 wallfcladdingf-ftypef02
ts timberfscreeningf(tofdet)
dp downfpipe
rw retainingfwall
bal(-) balustradef(typeftofdetail)
sh sunfhood
scf/fsb steelfcolumnf/fbeam
tc timberfcolumn
mrs metalfrooffsheeting
mrc metalfrooffcapping
mrs
r.cb
dp(behind)
poolf(depthf1.2-1.5mft.b.c.)
Page 12
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
[OCR of page images]
| oN tos |
oN NOOSA COUNCIL
an 98 APPROVED PLAN |
MCU17/0009 & OPW17/0037
12 JUN 2017
7g
A873,
48.69
\ =
“stepped conc. block retaining wall - 44 92 oO) 47 44
I
41.67 . |x 4 33.711m 52°55'20" max.2.0m high
garden
m, 7m
3 a a oo
| 2 =“ i 1638/1) 47.40 .
& \\ | | 2) e
m, & 8 | | 8
s au = 8 | concrete divewey | oe Ble =
N Lo} | lv =|3
az 8 min fal450 gy | F
an \ z| §
44.14 | a
x | o | &
py | garde | min. fall 150 8
3 7 al &X line of entry
| ae | ay s| leone. p = ENTRY ;
min fal 1:50 : | planing bet mh root over
On | | | letterbox & house
8 | concrete driveway | | number as selected
2 i Up.
8 g paved area (on | | moms a | Nw .
se | ‘2 7 becsng secon) i! PLUNGE POOL 957%
8 vu | _7-T ST 62, 2m high rd con
ma | fence with 600mm picoat
4 AI 7 | [12.28 vertical pool fencing to detail
| min. fall 1:50 ~ , :
, c— | | 1.8m max. high picoat vertical
tn garden pool fencing to detail
U m ? J 3 :
~ al ,
ON 3 3s 3 pool coping RL 18.480
a 5 s = | Perea ue eee 1.2m high rendered conc block
‘ Basie mm ; fence with 600mm picoat
| 5| S | vertical pool fencing to detail
u = s 10
| | | au letterbox & house
| -— number as selected
0 | ot
|
AA 96; drying court (unit 1) gd line of entry
o | R min.1:20 falls to R , Fa I roof over
gs drainage pits I. | | =
d | | i MA A2 / 45.06 | Rigs | 19.28 18.58
4686 & 1 — — 33.711m 5520"
. 52°55'20 —
1 . 4 7 1 1 5 6000 L part timber fence to be removed / replaced where 3950 rn 190 O) _ existing timber 1.8m h gate & existing rendered wall to
g m oO 7 needed to garage / drying court boundary fence to remain fence as detailed ' neighbouring property
=~ 3 ho ~ 190mm reinforced conc, block wall to = | 48 57
uy ide wall t d level onl x .
ss 8 | 2m (a0 PROPOSED EXTERNAL WORKS PLAN mel 3 48.11
N c Q
of ts 33 \ = 7 1100@43
3 3 a . .
w iB | s c 0 5m NB: existing contours & levels NB: Refer to Driveway Plan / Site Plan /
36 . : .
| | oP wn) shown with proposed levels Landscape Plan for further information |
. So.
i Yo
| ) OD F DA ISSUE - DRIVEWAY AMEND. 03.04.2017
w Issue ‘Amendment Date
The desin & drawings shownonitese |[GeOrQina price design]s| Fro“ DRAWING TITLE SCALE DWG No, ISSUE
Plans ar conyrihtd and remain he architectural building designer|= NEW DUPLEX FOR D & LARMSTRONG EXTERNAL WORKS PLAN 1100 @ A3 DA: { 0 F
Unaueed copes salbemade, | ev-estricedstn cone 0422444096]! 23 GRANT STREET, NOOSA HEADS, Q 4567 a °
P| creating environmentally sensitive spaces| 8 1 j OCTOBER 2016
Page 13
SP
17
7
98
79
SP179879
Emt Q
12
11.96 11.95
IL:11.06
11.81
SP179879
Emt P
12.41
13.19 13.48 14
18
16
18.73 18.82
12.08 14.92 17.14 18.69
11.67 W
M
1.5 12.45
13.81 16.38 17.10
SP179879
Emt S
SP
19
2 12.38 13.14
17 11.71
01
18.55
NO FILL
CUT
54
8 14.24
220 diam RCP
13.69
3m BM
RL : N
: 1 ail
² 1 8 .7 6 8. in
77 K
er
18.62 b
11.49 12.28 13.11 18.75
SP179879
18.58
Emt R
18.13
14.47
13.81
IL10.96
MCU17/0009 & OPW17/0037
11.97
11.96
IL:10.94
18.72
12.38 14.12 15.06 18.20 18.58 18.67
13.05
APPROVED PLAN
NOOSA COUNCIL
11.68
18
16
14
18.64
12
1.471 1.5
SP179879
Emt T
Wall
Rendered
12 JUN 2017
18.57
220 diam RCP
18.71
SP179879
Emt U
SP CP
-
23
0 86
0
Issue:
1.73
1.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn
Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
LEGEND
_.--7 7 INDICATES EXISTING SURFACE
49.00 CONTOUR AND LEVEL TO AHD.
| EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT OR FILL
Cut-1.8m AS NOTED
--sat-- SILT RETENTION FENCE TO DETAIL
INDICATES EXISTING SEWER LINE
— sw/Ex INDICATES STORMWATER DRAIN
EXISTING AS NOTED MIN 1 IN 100
FALL UNLESS NOTED OTHERWISE
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES AND»
BURIED 300 INTO STABLE
GROUND.
1200(L) 50 SQ. HOWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
iGround /
~ pate YF
} Lop UNSTABLE }
ENT A ee
Sy 2 i |
THIS FOOTING IS FOUNDED 4m 1 ot
BELOW CRITICAL DEPTH NSB rd
LINE AND IS STABLE. STABLE Np,
PIERS OR UNDERPINNING FOUNDED Lee 13
BELOW THE CRITICAL DEPTH LINE Ma
WOULD BE NEEDED 10 SUPPORT ‘
ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE. Horizontal
CRITICAL DEPTH LINE
N.
PROVIDE SILT FENCE AT BOTTOM
OF SITE TOP OF EASEMENT 10
PROTECT SW DRAINAGE PIT &
BOTTOM SITE FROM SILT.
So 2
79
7
oO,
SILT RETENTION.
THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED
ALONG THE LOWEST BOUNDARY AND RETURNED UP
SIDE BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM WITHIN THE
ALLLOTMENT MUST DRAIN TOWARDS THE FENCE AND
SHALL NOT ENTER NIEGHBOURING ALLOTMENTS
THROUGH THE USE OF SURFACE BUNDING OR
SCOUR PROTECTED DRAINS. THE FENCE MUST
REMAIN IN PLACE UNTIL SUCH TIME THAT FINISHED
LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
__ EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
THE BUILDER/CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR 10
COMMENCING WORKS.
\
| THIS FOOTING WITHOUT
PIERS IS FOUNDED
ABOVE CRITICAL DEPTH
LINE AND IS UNSTABLE.
~~~ EXCAVATION OR OTHER
|
|
! LINE OF PROPOSED
| TRENCH.
S|
“Horizontal ____30 Degfees|_ _
‘
NOTE:
THIS DETAIL ALSO APPLIES TO EXISTING
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE
6L86LLdS
N wwiz
SITE PLAN — EARTHWORKS PLAN
Scale 1: 200
EXTENT REQUIRED TO SATISFY CRITICAL DEPTH LINE PROTECTION
OF NEIGHBOURING STRUCTURES.
REFER DETAIL.
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
GROUND LEVEL
SPRAYED 25MPA CONCRETE
FACING SL72 MESH MIDDLE
CONSTUCTION NOTES:
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING QUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED 70 THE ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
— THE SUBGRADE |S TO BE ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7
BLOWS PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER
FOR A DEPTH OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF
COMPACTION TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A
CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY
ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN 12%
(PLASTICITY INDEX LESS THAN 25%, LINEAR SHRINKAGE OF 15%). THE
PROPOSED MATERIAL IS TO BE INSPECTED BY SCG CONSULTING
ENGINEERS PRIOR TO ITS REMOVAL TO ENSURE ITS COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1
CERTIFICATION WITH A MINIMUM RELATIVE FIELD DENSITY OF 95%.
COPIES OF COMPACTION TEST RESULTS SHALL BE PRESENTED TO SCG
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE
IN STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL
BE BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN
ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE APPROVED
FILL MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 10
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED
SS >
7> DRAWINGS.
5 |
oe 1
em ! DIAGRAM.
ax |
80 FILLING NOTES:
SO |
No | DEBRIS.
11.96 pate |
=
g |
wel SS '
2m 7, HATCHING INDICATES 45° BATTERED |
38 | 12.41 5 13.48 BANK WITH CONCRETE SPRAYED FACE.
o> : 43.1 ‘ REFER DETAIL BELOW. DRAWN
Shy Lg DIAGRAMMATICALLY ONLY. Ka | ENGINEERS FOR APPROVAL.
| SS 18.73 | 18.82
lb he 12.08 RP. BOUNDARY | 18.69
O-- +O 3} - — - ee
[| ik V (eee ne 5 2 3 ann so nS |
i i iT i
|
g | 38
| | 3 \ | PROPOSED DRIVEWAY 16. 47.10 | |
n | : !
| 2K | | |
iSBi\ |
© fl
© | 38x A '
| Kap | \ vee (— pe | | CONSULTING ENGINEERS FOR APPROVAL.
g PN pessrscrrn L
bare |SE |] as L |
1 NS | ee
| | io | \ Cut-0.7m 18.55 ~ | ~ Ly SPECIFCATIONS.
\ ro) 5 | C13) 1 \
= |
3 !
Pool a lh | |
| \ Assumed position of cut / fill | FIELD DENSITY OF 95%.
| | | | line. Engineer to be advised I |
' ' 1, } of any on-site variation. | & ' i
| | || | XD. BLOCK RETAINING WALL AS PART | & Ly,
1 itt / i’. “> OF STRUCTURE OF BUILDING WHICH | 2 Rg
| | pis Pato > WILL BE DESIGNED DURING THE |B 18.76 79% %
J / ENGNFERNG STAGE BY OTHERS. igs 18.62 a PRIOR TO CONSTRUCTION COMMENCING.
| 1 | 1 =
| Z| j 42.28 | v3.1 BASEMENT FFL 12.30 i | 18.75
i tay | I S : ' i 1 1
| || te 1& APPROX. CUT VOLUME 390m i al
tl / Is oy 19.13 2858,
81 i} Is | ast |
j lé 44.47 |
| | 1! lz 43.81 |
| I a Cut-2.0m Cut-4.5m |
i : 2
| So
‘bn’ le EXTENT OF PILES TO BE |
7 12> DETERMINED IN ‘ACCORDANCE WITH |
LT | 12 CRITICAL DEPTH’ LINE PROTECTION
7 i OF NEIGHBOURING STRUCTURES |
Lot j 18.72
' I
I 42.38 Loo -— ZZ 18.20 4858 4b.67
a A impos outiuata, w »&) P
N ~ANDICATES CONTIGUOUS CONCRETE PILNG, DESIGN/CERTIFICATION s'x
AND INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES a8 57
TO BE USED FOR INSTALLATION, VIBRATION CONTROL AND 3 18
MANAGEMENT BY PILING CONTRACTOR. BULDER TO CONFIRM 3 18.71
ZtLOe NN cb
Z€00/Z-LMdO 8 6000/ZLNDIN
NV 1d G4AQ0UddV
TONNOD VSOON
Revision Description Date
ssue:
PRELIMINARY
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
EXCAVATED LEVEL
SATURATE GROUND ADJACENT EXCAVATION
FOR A MINIMUM OF 24 HOURS PRIOR TO
WORKS COMMENCING.
TYPICAL SECTION ~ SPRAYED CONCRETE FACED EMBANKMENT
Ranny-—1__—7_?'m1:100 @ At
1:200 @ AS
email:[email protected]
web:www.scg-engineers.com
‘ABN 40098 481 899
C) Sc
DEBUILD T/A
23 GRANT STREET
NOOSA HEADS
Drawn
Pate: January 17 C.K.
Drg No.
26533-C1
Page 14
125 DRIVEWAY SLAB INDICATES TOOLED DRIVEWAY SLAB EXTENDS
JOINTS REFER DETAIL UNDER GRATED DRAINS
25 MPa SL82 MESH REFER DETAILS
TOP 50 COVER
2.27
RL 1
t.j.
t.j.
t.j.
t.j.
2.46
RL 1
t.j.
.750 8.71
RL 1
8 RL 1
8.530 8.690
2.46 RL 1 RL 1
RL 1
t.j.
t.j.
2.20 2.25
RL 1 RL 1
2.28
RL 1
t.j.
t.j.
t.j.
MCU17/0009 & OPW17/0037
APPROVED PLAN
NOOSA COUNCIL
12 JUN 2017
t.j.
-
2.15
RL 1 2.28
RL 1
APPROVED
S. RICHARDSON RPEQ 5835
13/01/2017
Page 15
12/01/2017
APPROVED
S. RICHARDSON RPEQ 5835
-
NOOSA COUNCIL
APPROVED PLAN
MCU17/0009 & OPW17/0037
12 JUN 2017
Used in these records
Approved Plans MCU17-0009 & OPW17-0037.pdfRelated documentApplication case desk ↗
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