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Amended driveway plans (attached) OPW22/0241 - 117 Woodhaven Way, Cooroibah
Plans and drawings
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APPROX. POOL SHELL' LOCATION TO BE CONSTRUCTED I ■ i
t 1
AFTER HANDOVER BY OWNER. KEEP THS AREA CLEAR OF I /I VfcU POOL BY OWNEI —JI
DRAINAGE. PLANTATION HOMES TAKES NO RESPONSIBILFTY i T ,POOL! ’OUT
FOR THIS APPROX. FUTURE POOL POSITION COMPLYING WITH lAi
COUNCIL REQUIREMENTS. ALL POOLSETOUT DIMENSIONS 8088
ARE MEASURED TO OUTSIDE OF POOL COPING. (POOL IS 'MM
NOT PART OF THIS APPROVAL & SEPERATE APPROVAL IS
YARD GULLIES AND
_____________ REQUIRED BY OWNER)._____________
3
APPROX. CUT :200mm I OVERFLOW TANK TO
§
APPROX. HI L:2(X)mm |____________ 5000 x 2000 x I-
SERVICES LEGEND 1000mm RUBBLE ffl ------- .------
O/H POWER 3®---
S
8
TO REAR(10m3) 1
4° > D-
U/O POWER
WATER : i
1
TELSTRA
OAS
SEWK
RO OF WATS?
---- GAS ----- GAS
----- S -Q 9 -
---- RW Q- RW
HOUSE
■Jk 1
1 •I
I /
T - --A-
WELL CLEAR wO
STORMWATER ---- 5W 9W 6 ft
2x31,SOOL CONCRETE
I
INGROUND R/WATER TANK
4055H x 3450dla. WITH FIRST I
’ SHEET 1 OF 2
I A
I
FLUSH DIVERTER (lx TO EACH 3
REFER TO SHEET 2 FOP OVERALL SITE TANK). OVER FLOW TO RUBBLE “ 'O
PIT 6000 \ I r- X
r- O
TO TANKS
\ «I Pm
HNISHED LEVELS TABLE
\ % II
i
MO 8 OMP
Waffle Slab Freeboard 310__________ MM 5,000L CONCRETE WALL
Building Platform 9.M0_________ Approx. R.L INGROUND R/WATER TANK
FOR BUSHFIRE FIREFIGHTING I
Ground Floor FFL 9,910_________ Approx. R.L
11080 OMP I
________Garage FFL 9B24_________ Approx. R.L 11450 WALL ’-O-S %
_________ Porch FFL 9324_________ Approx. R.L
Afresco FFL 9.910 Approx. R.L
I PORCH 2 I J
PROVIDE EARTHWORKS REQUIRED TO ACHIEVE -----
BUILDING PLATFORM LEVELS NOMINATED
LEGEND
PVC DOWNPIPE with MAX. GUTtR
up e IENGTH OF 12Cm PER DOWNPIPE
(UNLESS NOTED OTFERWIiE)
__ __ 100mm DIAUPVC SW.D. LAID AT 1:100
INCLUDING UNDER SLAB/PAVED AREA’S
li
HO'
A/Z/A 8OVSDBY
treesto be relocaied or removed by
TRENCH GRATE TO DRIVEWAY
I
OWNE R PRIOR TO THE C OMMENCEMENT
ICEMENT
XXZ<y OF AWY CONSTRUCTION R^F NAIL IN
/^\ LT CONCRETE INOROUND R/WATER TANK: r&, DdMPY PEG
( -O) 3450mm«. ®5Smm HOH WITH HRS FLUSH 7 RU 9.77 AHO
X^Z DIVE RTE R (I X TO EAC H TANK) EXPOSED AGGREGATE CONCRETE
_ __ _ STORMWATER UNESDREC1ED TO
RAINWATER TANK.
TO DRIVEWAY 4 PATH %
__ __ __ STORMWATERUKESCONNECTECiDD^CV
TO STORMWATER OVERFLOW
nTT]
III II
yard gully grate
IIMAIWCMOM MltlMIMID OMlltJ
..................... DRIVEWAY GRATE BY OWWR UHESS
I I I I I DRIVEWAY IS CONTRACTED TO BE
CONSTRUCTED BY PLANTATION HOMES r I
O APPROX SEPTIC TAI* POSTION
REF NAIL IN
PERMANENT POWER POLE DUMPY PEG
BY OWNER
I > I
TREE LEGEND il
I
- § H S 5
1 ■ ■fsI
'±
D => Trunk Diameter
R = Radus (Spread] FINAL DRAWINGS
H ■ Tree Height CHECKED BY MARK VER VERS EXT No 8827
CHECKED TO PTVO 1,2
DATE 7/10/22 /
BY: EC | ISSUED: T 3/0T/2023 | REV: E
© HENLEY ARCH P/L SITE PLAN ’ All PLATFORMS (OR SINGLE STOREY MUST BE A MINIMUM Of 1500 WIDE.
it," 1A LH COLORADO 37 Byron
1^00. 1^00, l7
MAY It UIIO. 11 PI 0 DUC10 01 CO 1110 IY ANY MIAMI Ol IM AMY FOIM
• SOIL EROSION AND SEDIMENT CONTROL MEASURE SHALL BE INSTALLED IN ACCORDANCE WITH
WITH OUT IIIOI III MS1ION OF H tNLIY AICH F/l
AAR. ROBERT RICHARDSON & AARS LINDA AAAREE RICHARDSON
MAY IUU0 A XQUIt WHICH 11IIO OUCII IHHt DIAWIMOI.
SITE COVERAGE ANALYSIS
DATEDRN 01,09/2022
DRAWN BY EC-ITS_______
701868_______
LOT 26 (NO. 117) WOODHAVEN WAY
COOROIBAH
COUNCIL SOIL EROSION ANDSEDIMENT CONTROL POUCY.
• FINAL POSITION OF METER-BOX SHALL BE DETERMINED ON SITE BY LOCATION OF POWER
CONNECTION POINT.
■ THE SURVEY MAPS THE SITE FEATURES AND LEVELS. IT DOES NOT GUARANTEE THE POSITION OF
PLANTATION
YH! tIGHtO PIHKl 0IAWIMGS WILL TAKE
BUILDING
SITEAREA
356.3 sqm 7.7 % HSE^CDNO 9339-BY N
4618.0 sqm 100.0 % MP KB <RET>
PEGS. ALLOTMENT BOUNDARIES OR FENCE.
CO°nOlTtanDARE^^ CROSSOVERS ARE IP6TALLED TO COMPLY WITH RELEVANT
• PROVIDE5TERim MOTECtSniN ACCORDANCE WITH AS.3660.1.
HOMES
A DIVISION OF HENLEY PROPERTIES (OLD) PTY LTD
OWNER / / SURVEY PLAN: RP891766 3354 PACIFIC HIGHWAY, SPRINGWOOD
LOCAL AUTH: NOOSA SHIRE COUNCIL Ph: (07) 3290 8688 Faw (07) 3270 EB99
BUILDER
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