Approved Plans 10-0662.pdf [As Published] · 132009.1689

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“
, a NOTE
1 DISCHARGE (01 1S CALCULATED USING THE RATIONAL FORMULA NOTES:
(vom $021 EON S021 DAILY MONITORING CHECK LIST 1 ALL TRAQE WASTE DRAMAGE TO 8¢ HOPE O@ OTHER MATERIAL
7 RUMOFF COEFFICIENTS WERE ADOPTED FROM QUOH TABLE $042 ‘0 oceOURE MATERIAL APPROVED BY THE LOCAL AUTHORITY
AS THESE TAKE NTO CONSOGRATION FRACTION PERVOUS AND owrToR HECK NAINTENANCE PROCEDURES
wa sos co sos i ere nse
3) RAINEALL INTENSITIES. WERE CALCULATED USING PROCEDURES SET ROOF AND FLASHING CHECKED FOR DEFECTS AND REPAIRS, OVERHANGING DETANS,
vt Pasant SURRY iia Bar coms BRANCHES RENO, 3) ALL WATER SUPPLY POE DIAMETERS MOHMATEO ON DRAWINGS
ev ww ; (TIME OF CONCENTRATIONS FOR OVERLAND FLOW HAVE BEEN ARE NOMINAL OIAMETERS (OH) REFER TO TABLE 11 OF AS35001
putin . oe ee cA ENA NE CT AEE 2 GUTTER & DoMNPRES veer 3 mons CLEAN GUTTERS, REMOVING LEAVES AND DEBRIS RMU PEE SES. sescut sid
wv ‘ : .
sann Wem : - INSTALLED. CCLING SPACE WITH VERTICAL DROPPERS
Pe OE INSPECT SURFACE ACCESS PONTS TO UNDERGROUND CULVERT, PITS ANO PIPES ‘CHASED INTO BLOCKWORK HORIZONTAL CHASING OF PIPEWORK
STORMWATER CALCULATIONS 1 ORANG PRESEN: AFTER RAINFALL EVENTS. | AS WELL AS SURFACE WTHE AREA OF THC ACCESS POMTS W BLOCKWORK SHOULO BE AVODED WHERE POSSIBLE
= INSPECT PITS. AMO TRENCHES TO DETERMINE ANT SCOUR OR DAMAGE REQUIRING $ ALLOW TO SUPPLY 1Smm® SUPPLY Om MAXIMUM LENGTH
AREA 4 a Fee TO A SINGLE FIXTURE AND 20mmé 10 TWO OR HORE
ram tw | | inarne |045t TO BE VISUALLY INSPECTED AFTER HEAVY RANFALL EVENTS 10 ENSURE THEY] FIXTURES UNLESS KOTED OTHERWISE .
i
3 month D 055 ARE FREE OF DEBRIS ANO LITTER 6 REFER ALSO MOTES ON SHEET HI of 3.
et 4 IMSPECTION AND MAINTENANCE MUST BE CARRICO OUT WITHIN G2 HOURS OF A
1 w fom | w | i Si OSS POLLUTANT TRA AFTER RAINFALL EVENTS — | RAWFALL EVENT PREFERABLY. WITHIN 26 HOURS
f REMOVE RUBBISH AND DEBRIS COLLECTED M DEVICE PERODKALLY TO PREVENT GULLY PIT 8 GRATE SCHEDULE
? w lee los | as, (ODOURS AMD FRMINSE THE CHANCE OF ANOSK CONDITIONS DEVELOPING AND
4 1TH REHOBRISATION OF POLLUTANTS
600me SOUARE GULLY PIT COMPLETE
s w [os | a | ae GPT) itn TRArFicABLe Frame & GRATE
» Ww 1 nN 130 TiOwa SQUARE GROSS POLLUTANT TRAP
CARPORT GP2 | itn casuy ReHOvED ANO TRAFFICABLE FRAME & GRATE
» Me tt see GROSS POLLUTANT TRAP SIZING CALCULATIONS
0 wm 1 6 302 10,) TREATED FLOW RATE Oy 055 Vs. ao 0mm WOE LONGITUONAL TRENCH GRATE
k (0) BY-PASS Flow aeouReD ere Ny (COMPLETE WITH LIGHT OUTY FRAME & GRATE
: i {GPT,) GROSS POLUTAMT TRAP LOAD AVERAGE — GPT,: 30 kg/ho/year
Loup GPT, = 9036 kg/m! /month
“ ry a (Vj) POLLUTANT STORAGE VOLUME Vos MASS/OENSITY
i i)
Wy: tg
| ia ig
4 \ Woe 1170 a!
LRT RA Bos meh ‘ACCORDING TO THIS FIGURE, THE GROSS POLLUTAKT TRAP ADOPTED 1S DEFINED
— su * FOLLOWING
SPLOECATION NO PERE ORIANCE RATING
HoOee mone eon 1
CARPORT DDESCRE TON SURFACE. M-GROSS POLLUTION UNIT
. cunveee 12 nm CUM OSI oLYETATLENS
» ‘youre 330 URES
i 5 ~ ‘OUTLET PPE SIZE
. Hoy TREATED FLOW RATE 5 LITRE/SEC
¥ MAXIMUM FLOWRATE 11M BY-PASS) 5 UTRE/SEC
SOLIDS CAPACITY ‘50 LITRES.
‘SILT CAPACITY. 90 LITRES ~ BASKET CAPACITY
a - Co UTRES  BusKET CaPActTY
* hut SEDIMENT REMOVAL >0 3am, 2%
” iT 1 HYDROCARBON CAPTURE 295%
hi RETENTION AT BY-PASS FLOWRATE wx
\ i
acted | nm
7 i | a
LOCKABLE (LASS “B” GRATE
EEE
i \ 150 00 wit PPE ale
{ OR GRATED ORAM ——— SE
| ak
i i 1 7 sage
* dl fm HOW BYPASS f wun at
| SPECNATIONS \ oe = pate
d MATERIAL Name HOPE “ il
cue mig Sunshine Co Counc
* heen GRATE CLASS “B'/GALVANSED iiecaae
é i TREATED FLOW RATE 5 UITRES/ SECOND (LASS B GRATE
{ a : 1 HAXIMUM FLOW RATE 20 LITRES /SECONO : ft Ato
‘ ‘SOUDS CAPACITY so UTRES rat £ VES
| , Le : street Unk tus : Developatent, Pacer, pe
. ; SEOMENT REHOVALDD jaa 999% tevpe atto WG LOW BY-PASS
” ® HYOROCAROON CAPIUR 15K ff
\ , RETENTION AT BYFLOW RATEYW0 ee RECOMMENDED 2 2
- PRE-CLEANED WATER q Tr ar
4 — EXIST VIA BAFFLED.
: 4. Nore outer /
: THIS IS A DIAGRAMMATIC REPRESENTATION ONLY neeaneeeeeel se eeeeeeeeweeeeeee der . eo tee
™ i Cc ¥
GRANT STREET Be nec cae Under no [circumstances may the Pad_& Spee#Cations be departed
ALL PLURBIG AND ELECTRA COANE TONS | from within the written apprdval of Counssl.
TO COMPLY WITH LOCAL REGULATIONS a
PLAN VIEW
\ sO sissies PLAN VIEW
PLANS APPROVED
PROCESS DETAILS
THE FOX MODEL BPT6DO 1S A BAFFLED POLLUTANT TRAP WITH A HIGH FLOW BY-PASS, IT 1S DESIGNED FOR USE I OPEN AREAS WHERE TRASH AND OTHER DERS CANNOT BEOMTROLUED
i ANA POTENTIAL FOR HADRQUATINES OF HYOROCARBONS CxST
THE UNITS HAS A CONTROLLED FLOW RATE THROUGH THE SILT BASKET WHERE TRASH AND SITLT ARE REMOVED RUNOFF THEN ENTERS THE MAIN CHAMBER AND EXITS THE BAFFLE, RETAINING
AMOR QUAITES OF AYOROCAREONS CXSTS Name:
WE TME RAIN INTENSITY EXCEEDS THE TREATABLE FLOW RATE THE HIGH FLOW BY-PASS ALLOWS EXCESS RUNOFF TO EXIT DIRECTLY VIA THE BAFFLE THE FOX BPTOO0 HAS A} ALR 0
GREATER THAN 9% FOR THC CAPTURE ANO RETENTION OF SLTS AND SOLIDS SMALLER THAN Jan
Signature:
GROSS POLLUTANT TRAP DETAIL Delegated sdithorising Officer
me DIAGRAMMATIC ONLY, NOT TO SCALE
. ° ° ° ° ° / .
SITE PLAN
SCALE 1100
ow “a “ an noe
SCALE 00 UNREDUCEDT
amend Dole [Description Dron] rite : are Dare Sear crest foe Wo.
MIKE O'REGAN &
PARISH OF WEYBA JUNE 2010 1100
ASSOCIATES pry tro Faas witta J~<> N, R & C TOKOVIC 10-1708
Designed Drone
HYDRAULIC SERVICES a cee ret Hate a m
CONSULTANTS 10 THE CONSTRUCTION INDUSTRY NOOSA SHIRE COUNCIL Project, Sheet. [Amenament.
STORMWATER DRAINAGE PLAN 298 Ferey Rood Tet (07) 9828 2633 <a” eos, PROPOSED DUPLEX UNITS AT Swi A
(DRIVEWAY DRAINAGE ONLY) Son Fox: (07) 9528 2646 LEVEL DATUM - AHO 13 GRANT STREET. NOOSA
7m SE ASO God Coost Mol Centre 9726 Emoil:[email protected] le occ sSocnies og, 824 Me Ws ;

 

 

 

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cart {

   

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sy, STORAGE STOCRPLE
mtn

 

 

 

    
   
 

 

 

 

 

 

B.A. N

 

PROPOSED DUPLEX UNITS AT
13 GRANT STREET, NOOSA

FOR
N, R & C TOKOVIC

SEDIMENT & EROSION CONTROL

DRAWING INDEX

ESC
ESC2 NOTES & DETAILS

SITE PLAN, LOCALITY PLAN, LEGEND & MONITORING CHECK LIST

 

 

     
 
  

BANKASIA. AVENUE

BANKASIA. AVENUE

 

NATASHA AVENUE

gWUANO

ove

 

0. -
GENERAL NOTES

SSEOMENT ANO EROSION CONTROLS HAVE BEEN DESIGNED IN ACCORDANCE
WITH THE i€Aust “SOR EROSION AND SEOPENT CONTROL GUDELMES FOR
‘QUEENSLAND CONSTRUCTION SITES”

{CONSTRUCTION EXIT AMD SEDIMENT CONTROLS ARE TO BE CONSTRUCTED
PRIOR TO ANY EXCAVATIONS O CONSTRUCTION WORKS AKO AS NOTED
ALL LANDSCAPED AREAS ARC TO BE REVEGETATED MC ACCOROANCE WITH
LUNOSCAPE ARCHITECTS DETANS PREDIATLEY FOLLOWING CONSTOCTION
ALL EXPOSED EARTH SURFACES ARE TO BE TOPSOLED AMO SEEOCO OR
TURFED ONCE FISHED SURFACE LEVELS ARE ACEVED

EVIDENCE OF EXCESSIVE SEDMENT 15 REVEALLED LEAVING THE SHE,
THEN. REREOIAL ACTIONS ARE TO BE TAKEN TO CLEAN UP DEPOSITIONS
AN PREVENT FURTHER POLLUTION

WASTE RECEPTORS ARE TO BE ESTABLISHED FOR CONCRETE AND MORTAR
SLURRIS, PAINTS, ACIO WASHINGS, WASTE MATERIAL AND LITTER SO
THAT POLLUTANTS ARE APPROPRIATELY CONTAINED OK SITE

ROOFS ARE TO BE CONSTRUCTED AS SOON AS POSSIBLE ANO
TEMPORARY OR PERMANENT DOWNPIES ARE TO BE STALLED
AND CONNECTED TO STORMWATER ORAMAGE MMMEDIATLEY
CONSTRUCTION EXIT MAY BE SHAXEDOWN CATTLE GRID STYLE OR
GRAVEL PAD CONSTRUCTED IV ACCOROAMCE WITH SPECIFICATION
OW SHEET ESC.3

ALL FIELD INLETS AMD GULLIES TO HAVE SEDIMENT BARRICRS INSTALLED
REMOVAL OF BARRIERS TO OCCUR OMLY WHEN RISK OF SEORMENT
TRANSPORT FROM ADJACENT AREAS 1S GOWE tre TURF 1S LAID)
REFER TO SHEET (5-8 FOR SPECIFCATIONS ANO DETAILS OF
SSEOWMENT AND EROSION CONTROLS,

 

 

 

 

 

 

 

 

LEGEND

fre DIRECTION OF OVERLAND FLOW:

ae ‘DURING BULK EARTHWORKS
E8580)
SeEXE S| construction ext
925052

STORAGE /STOCKPILE
sf

meme SEDIMENT FENCE

COT (MND SHONING RECTION OF
COC CCC tenner fo

DIVERSION CHANNEL/CATCH ORAM
CHK AM

‘SEDIMENT BARRIER

SEDIMENT BARRIER - OW GRADE

 

 

 S

 

 

 

LOCALITY. PLAN

NOT TO SCALE

ECOMMENDED |

 

 

Under no cir unistance $s may the Plan & Spec tications be departed

 

 

 

 

 

 

ne¢oast Reg

, shin
4
Development Rermit Opqr ational Works No

  
 
  

 

ay
gionai Council

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ DAILY MONITORING CHECK LIST \ D
from-withiting written approval of Council.
Ny MONITOR cHeeK MAINTENANCE PROCEDURES ten approval of Cou
1 SEORENT LEAVING STE AFTER RAWAL TAFTER RANEALL EVENT | CLEAN AND SNEEP AFFECTED AREA AO D5 Jo
<, GRANT STREET ins a0 m6 Dm on msm Dv AAA VAHL MAL BECAME Oe ne haa KPPROVED
‘AND OTHER CONTROLS AND REFER TO MAINTE bat ‘WOTES,
2 SEOMENT ARO ORT BENG TRACKED ona (LEAN AND SWEEP AFFECTED AREA AO P| nT SITE 10
~ ONTO ROAD (AM AREA WHERE IT WILL BE RETAINED ON SIT AST RUC TOO EXIT
‘AMO REFER TO MAINTENACNE NOTES. WHEELS DF VEHICLES MAY ALSO NEED
TO BE LEANED PROR TO LEAYNG STC nara
3 SEDIMENT AND EROSION CONTROLS AAS THEY OCCUR REPAIR CONTROLS IN DISREPAIR REFER TO MAINTENANCE NOTES.
1 O1SRCPAR
Signature:
(6 MORTAR SLURRIES, PAINTS, ACIOS, WASHINGS | DARLY (LEAN AND DISPOSE OF POLLUTANTS ITO aNjaPPROPRATE WASTE "|
peti ot WASTE MATERIALS ANO LITTER LEAVING RECEPTOR NO POLLUTANTS ARE ALLOWED 10 BE WASHED INTO wteD¢
SITE M AN UNCORTROLLED MANNER (ROAD FROM EITHER RAWAL. EVENTS OR ROSA OON
° . ° ° * 2 %
SITE PLAN SANT VALIDATED COMPLAINTS ABOUT AS THEY OCCUR CHECK THAT PROBLEM IS CAUSED BY ACTIVITIES FROM SITE IF SO RECTIFY
DETERIORATION OF DOWNSTREAM ENVIRONMENT IMMEDIATLEY BY REPARING EXISTING CONTROLS OR IMPLEMENTING.
SCALE 1100 ADDITIONAL CONTROLS.
6 EXCESSIVE DUST LEAVING SITE OR ANY AAS THEY OCCUR AREA OM SITE CAUSING PROBLEM 10 BE DAMPED WITH WATER WINDBREAK
ORPLAMTS ABOUT OUST LEAVING Sie USTALLATINS MAY ALSD BE REQURED ANO/OR RCPARGO ote ‘o 60 a) te
SEALE 1100 UNREDUCED
famend [Dole [Deserption Drown ie = S Date Scale erent oe No
MIKE O'REGAN & REF PaaS OF WEA. JY JuNe 00 1100 4 REE TROVE 10-1708
PTYuo Sas > -
SEDIMENT & EROSION CONTROL eA eo Oe CEO aE Designed Drown :
CIVIL & HYDRAULIC ENGINEERS ‘
SITE PLAN, LOCALITY PLAN, LEGEND | cassis 10 constucion sousiey - eo Gee COR > Mio eM Frock Sheet rarenarnant
AND MONITORING CHECK LIST Eimer, Ge bee ie ee iEVEL DATURA <u” [ores PROPOSED DUPLEX UNITS AT ESC A
och fe high Git Goost Mol Centre 9726, Emell:[email protected] lnc cree msc rm vo. asec ns was] 13 GRANT STREET, NOOSA

 

 

 

 

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‘Vio hed x 6 (groundcover)

‘Wire fonce to boundary

{up to the Timber Pool fence

COR rub x:
ERI aus x3

NO hed x 6 (groundcover) ‘ence boundary
Freeform looas Pebble Patway ERI aus x3
(Mix of40 300mm Mary River Riverstone Pebbles & mbx3
COR petx3 COR petx3
V10 hed x 6 (roundcover)
DiAcasx 11 gsc
RIC perx

RIC parx 2

   
  

 

DiAca0 x8.

 

 

 

 

 

 

180 high Timber Fence

 

 

 

 

 

 

 

ue )00 ONAL WON OG

 

 

 

 

 

 

 

 

 

‘ACM ami x7 @ 1000 cir

   

Pee Unit2

 

   

 

    

 

LOM fon x 6

Raat

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
  
 
  
 
 
   
 

 
 

LOM conx33_|
(As a cooper, trindd ofenca} —

WES fru x 14 @ 500 cre
(As a dense planted

 

¥¥e

180mm high Timber Pool Fence.

‘S55 20" 33.711
0081

 

 

 

 

GRE moo x | s-)s, 00x11
Bod 2

meas fy i

 

 

 

 

 

 

 

 

 

 

 

iiliaxd Sa pats :
x8 Poe
MEL nx 2s ———GRE sup x 1
WS, Per wna Tea c a4
DIA ceo x3 al [AS] a $e anes
ea Sat [—Tee
1 1 LOM lon x 3.
MeL ox 2_| s
= = | —___DIA cao x2
Rainwater Tank over FH

 

 

 

 

stormwater stip dah,

 

 

 

Fert Sapa

 

a ated an now pound ves)

| _LOM con x §

 

 

 

 

SYZ aus x9 @ 1000 crs

 

 

Ltt
7 a8
i
ra

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DIE grax5__by

 

 

 

 
 
   

 

   
 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a ! ls
wren fob | genre teers

"S00 LAL PHOS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GRAN

DIE grax 19
(in stopped retained panto baxea) a LOM Ion x 8
PAN panx2
(Trained to cascade over atone wal)
8 cao x4
2 Garden Edging
S
OUP anax
i =| ANS dale 8
Z LOM |
im Slatted Fonce £0%
{Refer Burgh Boeign Pa fo wearing dota)
|=! Sold Masonry Rendered Fence
2 ER aun x2
fe Me LOM oon x 11 (along font boundary)
HIB abt x 1 [cond ze
Te 1800mm wide footpath,
RL 2023 Did cae x8! DiAcae x8) “AUS dul x2 1931 WG ‘orto to oir oo
|Scraw in Kerb bene weit :
TEM ___|° MEL fx Lom enxe—!
. a ‘edge of bitumen OR petx3 [sow jun x3
Bik
white lane marking bitumen formation

‘TRAFFIC ONE WAY

TSTREET

 

white lane marking ‘bottom of stone wall

top of stone wail
‘edge of bitumen

TRAFFIC ONE WAY

    
   
 

‘Nylon webbing then hessian tes, SOnm wide
tid in gure of 8 patio,

Hosslan tes tobe fixed atone th of over
ght of tr aboveground level,

/

Enauro tree Is planted at ground level

DO NOT OVER EXCAVATE BELOW ROOTBALL.
Rootball must rest on basa of hole,

Tree Staking Detail
Not to Scale

 

 

 

 

Ot geoough pant necro wh tl
ope fr de dope ban cata
Loowen 2o! at base of hol 8 further 160rnm, 6 alow to drain,

Legend

 

= FIELD GULLY

|| 40MM PAVER STEPPERS.
IN 40MM MARY RIVER PEBBLE
1 TING PAVING |

 

sb

GLASS POOL SAFETY FENCE & GATE
‘Min, 1200 high

‘TIMBER POOL FENCE. Min 1600 high

(o)
(CO) wneeve eins

 LeTTERBOxes

 

 

52180 -300MM MARY RIVER PEBBLE
BUSH (BUDERIM) ROCKS.
(8-5 required for BRM 2 Courtyard, UNIT 1)

 

 

 

 

  

 

Planting Schedule

CODE BOTANICAL NAME COMMON NAME ar POTSIZE STAKING
TREES & PALMS

AARC ale Aietampnonnivatennnaren ‘exanderPaim 3 asi ves
BAC cit, Backhousia citriodora Lemon Myrtle 1 300mm No
CUP ana Cupamopsis anacardioides: Tuckeroo: 1 asitr Yes
etaret Etaeocarun retiviates eer Last e
SHRUBS

ACM smy Acmena smithii ‘Dusky’ Lilly Pilly 7 200mm No
AUSdul Austromyrtus dulcis Midyim Serry wv 1somm, No
CALend Cailistemon ‘Endeavour’ Bottiebrush 1 200mm No
CAL Mit Callistemon ‘Little John’ Bottleorush 2 140mm No.
CAL tar Callistemon Taree Pink’ Bottieorush 2 200mm No
enlaus Eriestemon austalsius UD Wax Flower 11 450mm No
GRE coa Grevillea ‘Coastal Glow’ Grevillea 1 200min No
GRE got Greviliea ‘Golden Lyre’ Grevillea 1 200mm No
GRE moo Grevillea ‘Moonlight’ Grevillea 1 200mm No
GRE sud Grevillea ‘Superb* Grevillea 2 200mm No.
LEP hiv. Leptospermum | versidge. Lemon Scented Leptosoermum 1 150mm No
MEL aff Melastoma affine Blue Tongue. 2B 1s0mm No
wet in Melsicuea\nariolia ‘Mini Me! Fox ioaved Poperbark = 218mm No
PET shi Petrophila shirleyae Conesticss: 8 150mm No
RIC oar, Rcinocarous oinfolius: Wedding 8us. 3 150mm No
SOW jun _-Sowerbaea juncea Vania Ly 6 150mm No
S¥2 ous Syzigium australe ‘Compact’ Aussie Compact Lily Pily 9 200mm No
WEStiu —— Westinga frutiosa Native Rosemary 14. 200mm No
GRASSES & GROUNDCOVERS

AEC spp. Aechmea species Brometiad 7 140mm No
ASP aus Asolenium austraasieum Crows Nest Fera 1 200mm No
COR pet Cordyine petiolaris Broad teaved Palm Lily a2 150mm No
COR mud Cordyline rubra Red ~fruited Palm Liy 9 150mm No
DIA cae Dianella caerulea ‘Littie Jess’ Blue Frax Lily ag omm No.
DIE gra Dietes grandiflora Wild Iris 37 150mm No
GUZ spp. Guzana Bromeliad 7 140mm No
HIBobt Hilbertia ol ston h # (Guityea Figerer 140mm No"
ace tateraefum PUNSHIEE Coast Regional Council
LOM con Lomandia cBnfertifolia Mat Rush 67 Monn No
LOM lon Lomandra I «evelopment Permit rash orks

PAN pan Pandorea pgndorana Wonga vine 2

SA ca Scoevolocafend 9a Faw 5 140mm No
yond veenefa EH COMME RT ORS APBROVAL
VA so iiesea soqhes Bromeliad 7 140mm No

Under no circumstances may the
N.B.This plan to be reac Bont With KATIM DESIGNS

PLANS APPROVED
Date! ares AQ,,, ANGOST 201

MACK. Leta

Name: .......

     

Signature:

 

 

 

 

 

Z See

CLIENT: N.R.& C. Tokovic

 

SITE ADDRESS: Lot 13 Grant Street
Noosa Heads QLD.
SP No. 17987

 

TITLE: Detailed Landscape Plan

 

SCALE: 1:100 DATE: 03 August 2010 DWG: 02

 

NB. This plan fo be read in conjunction with Burleigh Design Plans

KATIM DESIGNS
Creating Gardens for Greater Outdoor Living
®

7 Tambourah Dve Benowa 4217
[email protected] {ij

Mobile: 0412 454 155

abn 67 044 538 640

& J