Attachment B Engineering plans

 

CONTIGUOUS GROUT REPLACEMENT PILES :

TYPE A @450 FROM EXISTING GROUND TO RL 41.0
TYPE B 450 FROM EXISTING GROUND TO RL 38.0
TYPE C @450 FROM EXISTING GROUND TO RL 34.0

CONTIGUOUS PILES SHALL FOUND AT LEAST 7.0m BELOW ORIGINAL GROUND
LEVEL, UNLESS DENOTED BY RL AS PER ABOVE TYPES.

© WD VERTICAL WICK DRAIN - PERFORATED 219 DIA. x 7.1TK. CHS
SCREW PILE - AT 6.0m CRS. TO FOUND 2.0m BELOW ADJACENT
FLOOR LEVEL, OR AS INDICATED ON PLANS / SECTIONS.

 

 

 

 

 

SITE BOUNDARY

  

OVERLAND FLOW
COLLECTION

Nes
DRIVEWAY

 

 

 

 

 

EXISTING
POOL,
~

™.

 

 

 

 
 
    
  
    

VISITOR PARKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
    

 

 

 

 

LANDSCAPED ROOF

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LINE OF ZONE BOUNDARY

   

__ LEVEL3 48700

__ LEVEL 2 45000

__ LEVEL 1 40800

 

 

 

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LANDSCAPED ROOF
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“Psy GAMES
RL410
CONTIGUOUS
Ni A
PILING TYPE 70nDEPTA
LINE (BELOW
I SURFACE)
L389
CONTIGUOUS
PILING TYPE B
SECTION (A) nate

(200 UNREDUCED AT AS
{L190 UNREDUCED ATA

LINE OF ZONE BOUNDARY

 

  

NTIGUOUS
ILING TYPE A

 

DRY ZONE

 

 

 

 

 

 

 

 

      

Lost ra AS
FORMWORK

BEDROOM

 

 

 

R380 | J

CONTIGUOUS
PILING TYPE B

 

   
   
  

 

290 BLOCK WALL UNDER
LEVEL 2 BLAS WITH
STRIP FOOTING AND

SCREW PILES.

 

 

 

‘CONTIGUOUS
PILING TYPE C

 

RV2

 

__LEVEL3 — 48700

_LEVEL2 — 45000

LEVEL 1 40800

 

 

7.0m DEPTH
LINE (BELOW
SURFACE)

SCREW PILES :

RV1  219x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m DEEP 50T SWL. CONC. FILL

RV2 219x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL

RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL

RC RAKEAT 1 IN 1-219x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL

 

ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
BELOW A 27’ LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND.
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.

THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
LAYERS,

SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SECTION (B) CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING

vawueeovceoxts — \QPO3) oa ™ LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO

{too UNREDUCED AT At come Rv SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
pa eer e Associated Consu'tants Client Drawn Verified Project Drawing Tite Scale [Sheet Size|

sitject to T

Copyright scoriace nn w UNIVERSAL OD ALNENESS B: GEORGE PROPOSED RESIDENCE AT LOT1,No71 | BUILDING SECTIONS AS SHOWN| A‘
agresrent betneen Tod sign era
Roce tie Ee Be) ae n ra PROPERTY COMPANY B. GEORGE s.prystupa | SEAVIEW TERRACE, SUNSHINE BEACH Drawing Number
sod for this specie project, ESTABLISHMENT. consulting engineers Approved RPEQ No oe Rese 14517-OP07
This crawing shall rot be used —_ Noosa: a7 52199600 S.PRYSTUPA = 1137 LOCAL AUTHORITY NOOSA =
fee tndl rartad as |_B__|9.10.14] ISSUED FOR D.A. APPROVAL AN. sMeanakse cc, MARKUS HASLER. Siratne east O7 5328390, Mason. 07 45:0 2807 Date MCU APPROVAL HORIZ DATUM o 0 a 2 ‘Sheet Revision|
Tesuadtercensrucir nite |_A_ [AUG 14] ISSUED FOR OP WORKS APPROVAL. |_AV. exqitesguccoradigcom ww doscerallingcon AUGUST 2014 | ROLAPPROVAL VERT DATUM AKD askin 7 of 10 B
pean ee Rev| Date [Revision Description Drawn ASN 32 186053 OPW APPROVAL RL NEASUREMENT B4R - NOFEVENTS Noma