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Plans

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Plans and drawings

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surveyed




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10.
                                                                                                                                                                                                                                                                                                                                                                                              9.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                73
                                                                                                                                                                                                                                                                                                                    9.2
                                                                                                                                                                                                                                                                                                                                                                                         61      No Peg Fd
                                                                                                                                                  59.956
                                                                                                                                                                                                                                                                                                                  5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         242
                                                                                                                                                                                                                                                                                                                                         9.50
                                                                                                                                                                                                                                                                                                                                                                          9.7

                                                                                                                                                                                                                                         Overhead Power Line
                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PP
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                                                                                                                                                                                                                                                                                                                                                                                    10.046
                       10.042




                                                                                                                                                                                                                                                                                                                                                                                                                                                .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EMT B




                                                                                                                                                                                                                                                                                                                                                                                    32°30'
                       32°45'




                                                                                                                                                                                                                                                                                                                                                                                                                                           10
                                                                                                                              PP




                                                          PANGOLA EMT B                                                                                                                                                                                                      LANE                                                                                                                                                                                                                                25.000
         EMT B                                                                                                                                                                                                                                                                                                                                                                                                          TBM                                                                                                                           Corner not
                                                                                                                                                                                                                                                                                                                                                                                                                     Nail in Kerb                                                                                                                      surveyed
                                                                                                                                                                                                                                                                                                                                                                                                                  RL 10.25m AHDD

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0'
                                                                                                                                                       60.000                                                                                                                                                                                                                                                                                                                                                     297°0
                              Corner not
                               surveyed                                                                                                                308°00'                                                                                                                                                                                                                    Corner not
                                                                                                                                                                                                                                                                                                                                                                                   surveyed

                                                                                                                                                                              4
                                                                                                                                                                   RP903873


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SITE NOTES:
LOT NUMBER: 6
<—™ is REGISTERED PLAN NUMBER: RP 903873
a NOTE: TO OTE HeUSS atae / LGA: NOOSA SHIRE COUNCIL
10 Be 390m ABOVE / LOCALITY: COOTHARABA DOWNS
AREA 4.652 ha
FINISHED GROUND LEVEL SITE COVERAGE 0.50% (Proposed Dwelling Only)
STORM WATER SYSTEM TO yrrers
COUNCIL REQUIREMENTS
NOTES:
11 DOWN PIPES -
TO OWNER SUPPLIED TANK.
ENGINEERS DESIGN o
PU ae OVERFLOW TO SPOON DRAIN. . Gar ouensons | ne 10 HAVE PRIORITY
NOMINAL ,
s /
EARTH WORKS APPROX HSTP 3, ALL SeouN LEVELS ARE APPROXIMATE
F.P.L. 6.70 \ IRRIGATION AREA. REFER 2 ,
: s
F.F.L. 7.09 \ HYDRAULICS! REPORT _\ 4. ALL PLUMBING AND DRAINING IS T0 COMPLY
\ 4 £ WITH STANDARD SEWERAGE BY-LAWS AND
FINAL PAD LEVEL 10 BE | REQUIREMENTS OF THE LOCAL AUTHORITY.
CONFIRMED ON SITE.
: ° A 5. ALL STAIRS ARE TO HAVE 190mm MAX
L _ a Na RISER AND 250mm MIN GOINGS.
_ ~~ APPROX of ,—\ a 7
LEGEND HTN AEN wen 6, ALL WORKS ARE TO BE CONSTRUCTED IN
Te J ge Ken oO” ACCORDANCE 10 THE CURRENT NATIONAL
LIGHT POLE PROPOSED CONSTRUCTION CODE AND ALL CURRENT
PPO PONER POLE NOTE: ~ - ; LLING J RELEVANT TRADE AND TECHNICAL MANUALS.
All landscaping, fencing and ; ae
a PONER BOX compliance with landscaping eo 7. DISCLAIMER
—\-— POWER LINE covenant is the responsibility x DRIVEWAY, PATHS, CLOTHES LINES,
%— UNDERGROUND ELEC of the owner, U.N.O. L STORM WATER LINES, LANDSCAPING, LETTER BOX,
<> __ TELSTRA PIT "e HOT WATER SYSTEM & GROUND PITS ARE
TELSTRA LINE é DIAGRAMMATIC ONLY. FOR SHAPE OR POSITION
ey 22,500LT WATER REFER 10 THE BUILDERS SPECIFICATIONS
GAS MARKER NOTE:— TANKS BY OWNER FOR DETAILS
°—— GAS LINE MINIMUM F.F.L. 3.80m AHD
© _ SNR MANHOLE AS PER FLOOD SEARCH 8. ALL DOWNPIPES TO BE INSTALLED IN ACCORDANCE
> — SEWER LINE WITH THE CURRENT NATIONAL CONSTRUCTION CODE
SGN 3.5.3.5 DOWNPIPES MUST NOT SERVE MORE THAN
AA TEMPORARY BENCH MARK 12m OF GUTTER LENGTH FOR EACH DOWN PIPE
© PERMANENT SURVEY MARK ,
OPo ORIGINAL PEG NOTE: — 9, OWNER TO PROVIDE/INSTALL SITE DRAINAGE
RETAINING WALLS (IF REQUIRED) AND AFTER HAND OVER’ AS REQUIRED
® LOCATOR POTHOLE EMBANKMENT STABILISATION BY OWNER
[FIRE HYDRANT 10. DRIVEWAY BY OWNER.
oO OWNER TO APPLY AND SEEK
Oso vive ALL APPROVALS FOR THE DRIVEWAY, PAY
NOTE: ___\e8# ALL BONDS AND HAVE FINAL INSPECTION.
mi WATER METER HSTP TO BE SUPPLIED AND INSTALLED
*"—— WATER LINE BY MORCRAFT HOMES. REFER 3
STORMWATER MANHOLE HYDRAULICS REPORT FOR LOCATION c
FJ culty crate AND DETAILS OF HSTP AND | —
El ROOFWATER PIT IRRIGATION AREA ews AIS EMT B a\o A 90 =e
= ae 2500 om
——_*—— STORMWATER LINE \ PANGOLA 60.000 LANE | 79700
SB ROCK RETAINING WALL — -
TIMBER RET WALL 308°00
——1—— TOP OF BANK —
——e—— TOF OF BANK
———— FENCE
© COPYRIGHT OWNED BY SCALE CLIENT
D.G.GUEST. 1:500 MR D. HARPER __ SITE PLAN
JOB NO .L.
LICENCED 10 USE GRANTED SOLELY TO COASTBUILD PTY LID 00869 POT) OT B PANGOLA LANE
BSA LIC 1057734 COPY IN WHOLE OR PART SIGNED
IS STRICTLY PROHIBITED WITHOUT WRITTEN PERMISSION MORCRAFT oF 90:05:91
HOME Ss waa COOTHARABA DRAWING No
HOUSE TYPE a _
Ye FLORIDA 140 MODIFIED BUILT RIGHT. FROM THE START | of i 20056 | J)

 
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