07/2448 - MCU - Detached House [As Published] · 132007.2448

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oC
VISHNVE

JANTAV

ASW BSA No: J6654C QLD BSA No: 040992
ACN: 053189495

GRATED ORAIN REQUIRED
TO DRIVEWAY CONNECTED
TO S/WATER

APPROX: LOCATION OF
EXPOSED AGGREGATE
CONCRETE DRIVEWAY. oJ
PATH & PORCH. ie

Q

 

"a0

 

| / metricon CLIENT = McCRACKEN

BUILDERS JOB NO:

 

 

 

NOTE:
DUE
RETAIN

 

402960

TO HEIGHT & LOCATION OF
RELAXATION WILL BE REQUIRED.

NOTE:
ING WALL, BOUNDARY

 

 

RETAINING WALLS REQUIRED
HERE (BY OWNERS) APPROX.

APPROX. LOCATION OF

IBBOH X 1150W xX 2800L
SOOOLTR RAINWATER TANK.
TOTAL ROOF COLLECTION
AREA= 1O0050M

 
 

MAX HT.

        
        

APPRO

       

 

a 0 TH

 

REF NAIL

    

OWNER TO OBTAIN WRITTEN
APPROVAL FROM DEVELOPER PRIOR
TO REMOVAL OF TREES.

ISSUE DATE: 24-10-07
SITE COVER:

 

 

23.60%

 

 

 

 

NOTE:
800MM.

 

IMPORTATION OF FILL REQUIRED FOR
SITE TO ACHIEVE 1:5 DRIVEWAY GRADE.

 

COVENANT APPLICABLE:
N/A

 

 

PARTIALLY GRASSED

79 LOAM Cov AY
eA 19568 $0

xX. LOCATION OF

 

 

PAGE 1 OF 12
\

 

 

 

 

PAD FOR (o4
NAL AVC UNIT (YZ
S
¥

  

SIRI \

oe N-TO LEGAL POINT
92. OF DISCHARGE

OQ. -\

10.052

PEG

 

 

iN KERB
RL 27.52 AHD

 

 

 

 

 

 

 

 

 

  

   

  

 

 

 

 

 

 

 

 

 

 

 

 

~ FOUND

P E

 

 

 

 

 

  

 

 

 

 

   

   

 

    

 

 

 

 

 

BUILDER TO EXCAVATE APPROX. 1354mm ON 24.446 AHD &
SPREAD FILL OVER REMAINING BUILDING AREA TO LEVEL.

EXCAVATIONS TO START MIN 1200mm FROM EDCE OF
BUILDING & TO BE BATTERED BACK AT 45‘MIN, AND ARE NOT
TO EXTEND BEYONO TITLE BOUNDARY. (UNLESS NOTED
OTHERWISE)

iF REQUIRED BUILDER TO PROVIDE DRIVEWAY ACCESS CUT AT
MAX. GRADIENT OF 1:5

NOTE: iF CONCRETE DRIVEWAY IS NOT PROVIDED IT [S THE
OWNERS RESPONSIBILITY TO PROVIDE A GRATED DRAIN
ACROSS GARAGE OPENINGS WHERE REQUIRED TO AVOID
PONDING.

NOTE: EXCAVATION BATTERS ENCROACH WITHIN 600mm OF
ADJOINING PROPERTY BOUNDARY LINES

 

 

 

  

 

 

 

   

 

 

 

 

PROVIDE 90MM DIA U.P.V.C. STORMWATER DRAINS WITH MIN
1:100 FALL CONNECTEO TO LEGAL POINT OF DISCHARGE
PROVIDE 100MM DIA ‘SEWER’ QUALITY U.P.V.C, DRAINS TO

 

SOIL CLASS SITES. REFER TO ENGINEERS SPECIFICATIONS FOR
FURTHER INFORMATION.

 

 

UNDERSIDE OF GARAGE CONCRETE SLAB.

PROVIDE 300MM GROUND COVER TO ALL DRAINS.

GRADE SOiL AWAY FROM PERIMETER OF BUILDING TO AVOID
PONDING.

 

 

 

OVERLAND FLOW POTENTIAL: (PER
BSA SUBSIDENCE POLICY) We have
inspected the subject site during survey
and consider that it is UNLIKELY there
is any potential for concentrated
stormwater overland flow. The aim is to
identify features such as a drain, gully
or low point). Further investigations
would require suitable engineering

 

   

Levels & Contours
hereon are related

contacted for possi
flood information.

(@k> DENOTES PHOTO NO.
POSITION & DIRECTION
(SEE ATTACHED PHOTOS)

Prior to any construction the
relevant authority should be

floor fevel requirements and

NOTE: ALL OTHER TREES LOCATED ARE
SCATTERED SAPLINGS & SHRUBS
D=0.1-0.2, R=1-2, H=5-7

 

Services shown hereon have
been located where possible

by fietd

      

TREELEGEND +2} |

 

shown

to AHD. | Prior to

 
 

O=Trunk Diameter

  
  

ble minimum

 
 

location

   

   

If not able to be located,
| services have been plotted
from the records of relevant
authorities where available.

construction on the site, the

underground services.

: RICON HOMES TO PROVIDA CONNECTION POINT IN REAR [| LOCAL AUTH: NOOSAS.C.
NO ATER LINE FROM SURAACE ORAINS FOR COUNTY: MARCH
EQTION OF SEEPAGE DRIIN FROM OWNERS RETAINING PARISH WEYBA
“A AKL te en tha nian PARIS fang
i . hese are ihe Cians qitpEReciicaticns 4qg4m2
A \_koksleu EELOCATION OF GULLY TRATteferred to in the Buildraparerment — sc9 G16
Ui ;
% pated. 161) ox) oo
\\\ ue, 7 __ ff R AND DETAIL SURVEY
BR ° es Signed - Buller fe Tn Moc ceeccesve
2 WER o ' At THE SITE FEATURES AND
e \ aye 10 f Bd ignedadiyan..A4 TEE THE POSITION
8 aS oe " _< fp WT BOUNDARIES OR FENCES.
& BAe\e Cov AX \6S “ VoReck WRLEfORANY EASEMENTS.
2 2 NOK: i _————
i ALL\TREES ON PI SERVICES
‘A © BUILDING PAD TO BE SSS
$ . REMOVED BY OWNERS, O/H POWER ® NO
F ENGINEER DESIG & CERTIFIED ‘eo
A ee TERRACED RETAINING WALLS REQuirecy U/G POWER O yes
Apo HERE (BY OWNERQ APPROX. HT. COOMM.I WATER 4 YES
ws PFROX:\LOCATION OF FUTURE POQl, BY TELECOM — YES
of> Oe OWNER: MAX DEPTH 160% a GAS -—os—oes— NOT FOUND
SETOUT UNE_ ‘ = )-
im 7 a * Seweine | 6 2 & SEWER —_ YES
= —" — CONDUIT > ne
REF NAR |! Ricotta - fo2 By ne \ re fos ROOFWATER ~—C)- REAR/PIT
KER a! 8 ‘gy 2 7h h Laon =o 10.1967" ~ >. . STORMWATER —s%—s-()— REAR/PIT
gig a + y , . oO NN 8 oO. un NPEG (
8 & / “ N N un & 2 ") sae FOUND.
° | suRTAce " | | / - / Nv Wy q le ssa. | LEGEND
ENGINEER DESIGNED & / Ao fo / / | R UNABLE TOLIFT fF =——=—————
CERTIFIED RETAINING WAL. * E750; 5. @___APPROX: LOCATION OF e | | A4G72 Gb vi t
' AS BOTTLES BY OWNER VACANT O/H LIGHT
REQUIRED HERE (BY OWNERS) ~ | Pr ACAN dy: TIONG tf hl 1
APPROX. MAX HT, 12OOMM APPROX: LOCATIONS f Cov AU S/WATER PIT AUTH
: : " = S.W.D. NOTES: PLAIN CONCRETE (2050M) Si FIRE HYDRANT 0
- STORMWATER DRAIN AND DOWN PIPE LAYOUT SHOWN IS STANDARD NOTES: :
EXCAVATION NOTES: INDICATIVE ONLY SUP COUPLINGS ARE REQUIRED FOR ALL "H", "P” AND “E” NOTE: SEWER AS-CONSTRUCTED PLANS WATER VALVE 8

 

WERE UNAVAILABLE AT THE TIME OF SURVEY.
FOR THE EXACT POSITION OF SEWER LINES
CONTACT THE LOCAL AUTHORITY.

 

survey.

CUT (354M

STEVE GOOPER \

& ASSOCIATES PTY LTD
ABN 67 010 839 022
LICENSED LAND SURVEYORS,

LAND PLANNING CONSULTANTS,
PH:- 3846 6477 FAX:- 3846 6488

27 NORFOLK ROAD, SOUTH BRISBANE 4101
EMAIL:- [email protected]

 

 

SITE:

 

BANKSIA AVENUE
NOOSA HEADS
Lot 9 on SP188268

 

 

         

  

 

 

MOUNTABLE KERB
NON-MOUNT KERB

 

 

any excavation or

relevant authority should be
contacted for possible

of further

F

 

 

 

analysis.

 

 

 

 

 

REF RL. 26,93 &
DATUM AHD (Via PSM 18414)
G,L 24446 aro DATE: 18/6/07 DRAWN BY: MAH
FB; 539 SURVEYOR: MAH
CHECKED:
SCALE: 4:200 - Orig A3
FILLZ%em
2.0.2 4.6 8 40
24756 AHD JOB NO:
L 07/1970 Dy