Tod Eng Part1 · OPW16/0021

 

      

 

 

 

 

 

 

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CONSTRUCT
PILE RESTRAINT SLAB ——

REFER STRUCTURAL DRAWING
SET FOR INFORMATION.

A300 THICK

 

CONSTRUCT AN EARTH RAMP.

 

 

~DOWN BETWEEN PILE ROWS

 

 

 

 

 

 

 

 

CONSTRUCT A “4
300 THICK PILE
RESTRAINT SLAB 5
‘is
e

ROOF RL

BOUNDARY

 

 

LEVEL 2 RL 40.55

 

 

 

 

LEVEL 1 RL45.00

 

SCREW PILES FROM

 

CONSTRUCTION
PLATFORM TO REMAIN.

 

BASEMENT RL 40.80

 

 

 

 

WZ RL VARIES. REFER PLAN

 

 

 

RL 38.00 WZ

POOL PLANT RL 37.25

 

 

 

EARTHWORKS - STAGE 3

1:200 UNREDUCED AT AS
4400 UNREDUCED AT At

CREE AOA

    

 

 

 

DENOTES FINISHED CONCRETE SURFACE LEVEL.

 

 

 

CONSTRUCT AN EARTH-RAMP —
FE DOWN BETWEEN PILE ROWS.

 

 

 

 

SIS STE SER ES SN:

 

 

 

 

REFER ABOVE FOR CONTINUATION

 

              
                

URNAROUND PLATFORM

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DETAIL_ON OP30.

 

 

 

 

 

TEMPORARY RETAINING _ :
STRUCTURE. VARIES BETWEEN
~t.0m AND 2.0m HIGH. REFER

 

REFER BELOW FOR CONTINUATION

STAGE 3 PROCEDURE :

PROGRESSIVELY REMOVE TEMPORARY
CONSTRUCTION PLATFORM AND.
CONSTRUCT REINFORCED CONCRETE WALL.
HEAD BEAM PILE CAP.

INSTALL NEW PILE RESTRAINT SLAB
REINSTATE SURFACE PROTECTION AND.
SURFACE DRAINAGE TO SOILS BETWEEN
BOUNDARY AND NEW WALL, TO AVOID
EROSION AND LOCAL SURFACE SAND SLIP.
MONITOR ADJACENT STRUCTURES, WALLS,
GROUND LEVELS AND SITE MONITORING
SURVEY POINTS.

EXCAVATE BEYOND THE PILE RESTRAINT
SLAB TO FORM THE RAMP DOWN TO THE
LOWER TURNAROUND PLATFORM.

CUTIFILL PLATFORM AREA AND USE
TEMPORARY SANDBAG RETAINING
STRUCTURES TO RETAIN FILL.

 

  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

SECTION STAGE 3
"1200 UNREDUGED ATAS =a EARTHWORKS - STAGE 3 - CONTINUED
4:00 UNREDUGED AT At
1100 UNREDUGED AT At
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size]
nra UNIVERSAL PROPERTY A VENESS S. PRYSTUPA PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
agreement between Tod esignet erties
Consuting = COMPANY H. GRAY s.prysturpA _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 3 Drawing Number
cient. This draw hitects , ,
used for his planners ESTABLISHMENT engineers & project managers SORYSTUPA 37 No RDP RPI97117 14517-OP23
iis drawing st Noosa: O7 5449 9600 LOCAL AUTHORITY NOOSA
for construc pore ech 07 4840 2897 Signed Date MCU APPROVAL 14/0084 HORIZDATUM ——_GADERIVEDDCDB a Sheet Revision
‘sued for constr 27.1.16| OPERATIONAL WORKS APPROVAL AY. ‘tearing com DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD —AHD-PM103003 ee ee eee ee 2o0f 12 A
revision description, Revision Description Drawn ABN 39 128 805 336 OPW APPROVAL RL 44.410 MEASUREMENT BAR - INCREMENTS IN mm