Tod Eng Part2 · OPW16/0021

 

 

6m SETBACK

sb

 

GUEST SUITE

ENTRY

 

      

BOUNDARY

 

 

 

BEDROOM

 

 

 

 

 

 

 

 

LAUNDRY

 

 

  

ALEVELO1 _48000

 

 

 

 

EXISTING
POOL

 

 

 

 

RL VARIES. REFER PLAN

 

 

ZONE BOUNDARY

 

 

 

 

 

 

WET RECREATION

 

 

 

   

CONTIGUQUS PILES

 

BASEMENT _40800

 

 

 

 

 

 

 

 

 

 

V RL 40.00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CONTIGUOUS PILES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

  

 

 

 

 

 

 

 

 

 

 

| L
POOL ’ _ — 4b POOL PLANT
| ro Z q
_ _ oe fe Bb _ _ [| _ _ _ _ i _ _ fire _]iRw _ _ POOL PLANT_37250
| : : ZZ RL 36.50
NATURAL | a
SURFACE i]
LEVEL |
er SECTION (X\
>
‘zoounreouceoatas ~— \ P28,
11100 UNREDUCED AT At
Rv2 RV2 RV2
RT
RC
RV2 x z
RV2 i 8
'§ ® EXISTING
__ POOL
52550____ROOF _ _ _ _ _ = — - _ _ _ _
TY
49550___LEVEL 02 _ _ _ _ _ _ _ _ _ _ _ _
F \
SCREW PILES : = = z L
RV1 219x8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m DEEP 30T SWL. CONC. FILL — ~
= o
RV2_ 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE LIVING a a
MINIMUM 6m DEEP 60T SWL. CONC. FILL - , o
- 4 Q
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE a a 8
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL 49000 _LEVEL OF — — = = = a= — — — 5 _ 4 _ _ a RL VARIES. REFER PLAN
i : = x = HS =
RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE z Tf. ra
MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL a 2 Tih] °
- x
_— LOUNGE ne !
_BASEMENT — _ | g_ _ _ _
ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m a
BELOW A 27° LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND I 2
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL. NATURAL fn sg —¥™ RL 40.00
SURFACE v t e
THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING LEVEL é
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE 8
LAYERS. 37250 _POOL PLANT _ _ _ _ _ _
SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING PROVIDE 6 x RV2 SCREW PILES
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO UNDER STORMWATER TANK
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16 PROVIDE 4 x RV2 SCREW PILES
UNDER RAINWATER TANK
Sees — \OP28
RV2
Associated Consultants Client Drawn Verified Project Drawing Title Scale |Sheet Size]
This drawing is subject to
copytightin accordance withthe nra UNIVERSAL PROPERTY A.VENESS S.PRYSTUPA _!PROPOSED NEW RESIDENCE AT BUILDING CROSS SECTIONS |~s SHOWN! A1
agreement between Tod esignes ‘erifiec
Seamer ances g COMPANY H.GRAY Ss prystupa_|71 SEAVIEW TCE, SUNSHINE BEACH Orang Number
lent. This drawing shall only architects | .
Used for this specific project. lanners ESTABLISHMENT engineers & project managers © ORYSTUPA 137 No RDP RPA97117 14517-OP29
This drawing shall not be used Sunshine Coast: 076528 S180. Mackay 07 4840 2387 eC apeROWt Meooue °| 0 0 0 4 80 60 Sheet Revision|
for until marked as. ‘Noosaville, QLD 4868 Signed Date MCU APPROVAL 14/0084 HORIZ DATUM. MGA-DERIVED DCDB
‘issued for cons A_|27.1.16| OPERATIONAL WORKS APPROVAL AN. ‘[email protected] —_www.todconsulting.com DECEMBER 2015 ROL APPROVAL VERT DATUM AHD = AHD-PM103003, Dbl) 8 of 1 2 A
revision description Rev| Date [Revision Descripti Drawn ABN 39 128 805 396 OPW APPROVAL RL 41.410 MEASUREMENT BAR -INOREMENTS IN mm