Tod Eng Part1 · OPW16/0021

 

&
Ke,

    

    

ROOF RL 52.55

 

 

 

KY

 

 

 

Ee

 

  

ORR

 

 

 

POUR 450 DEEP LEVEL 1
BEAM FOR PILE
RESTRAINT AT RL 45.00
REFER STRUCTURAL DRAWING-
SET FOR INFORMATION.

  
 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

POUR LEVEL 1+ SLAB FOR
PILE RESTRAINT AT RL 45.00

REFER STRUCTURAL DRAWING
‘SET FOR INFORMATION.

)

ON THE PLAN, REFERRING TO THE
STRUCTURAL DRAWINGS FOR THE

‘6m SETBACK

 

LEVEL 2 RL 49.55

LEVEL 1 RL 4

 

POUR BEAM FOR PILE
RESTRAINT

REQUIRED DETAILS.

 

SCREW PILES FROM
CONSTRUCTION
PLATFORM TO REMAIN.

 

 

BASEMENT RL 40,80

POUR SLAB (BEYOND)
FOR PILE RESTRAINT

 

Z RL VARIES. REFER PLAN

 

 

 

 

 

POOL PLANT RL 37.25

 

 

B® STAGE 5 PROCEDURE :
z| * INSTALL SCREW PILES AS SHOWN ON THE
5 PLAN IN ACCORDANCE WITH THE
3| SPECIFICATION AND TO THE CONTRACTORS
18 DETAILS.

* POUR BEAM AND LEVEL 1 SLAB AS SHOWN

      
  

 

ROOF RL 52.55

 

 

 
 

 

 

 

 

 

 

  

 

LEVEL 2 RL 49.55

 

 

 

 

       

LANDSCAPE
ARCHITECTS DRAWINGS

 

—— 0%
< L EARTHWORKS - STAGE 5
- a ao 1:200 UNREDUCED AT A
L 1900 UNREDUGED AT At
a -
a a
x
5
g| | 1 gy
= a SCREW PILES :
3 & RV1 2198.2 GALV AND EPOXY PAINTED SCREW PILE
af ~~ ~~ — ~~ MINIMUM 8m DEEP 30T SWL. CONC. FILL
| | | RV2 219x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL
| RT RAKING AT 4 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
4 MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL
~ - aE RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
| EXISTING MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL
SURFACE BACKFILL AS PER THE
B ARCHITECT AND

LEVEL 1 RL 4

 

 

 

BASEMENT RL 40.80

 

 

ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
BELOW A 27° LINE 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.

 

POOL PLANT RL

 

|
RL 40.00 ~ 7 is

 

 

 

‘SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16

 

 

 

37.25

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

SECTION (D\ stacEs SECTION
weuangss 2 7 ORAS
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Ti Scale [Sheet Size]

copynght nacre UNIVERSAL PROPERTY A.VENESS S.PRYSTUPA _!PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
agreement between Tod esigner erifiec
Const ty Bae ance COMPANY H. GRAY s.prystupa _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 5 Drawing Number
client This crawing shall only
Used for this specific project. H i ‘Approved RPEQ No oi
eee ESTABLISHMENT engineers & project managers SPRYSTUPA 1137 ROP umoamy ween 14517-OP25
for ion u Sense 5 Box 5, Noosa, GLO S00 Signed Date MCU APPROVAL 14/0084 HORIZ DATUM MGADERIVED DCDB ee ee ee Sheet Revision
‘igsued for construction inthe |_A__|27.1.16| OPERATIONAL WORKS APPROVAL AY. reception @lodconsuting. com, ue todeonsuting com DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD —AHD-PM103003 ee ee er er ee 4of 12 A
revision description, Rev] Date [Revision Description Drawn ‘ABN 90 128 005 298 OPW APPROVAL RL 44.410 MEASUREMENT BAR - INCREMENTS IN mm