Earthworks Retaining Plan

 

 

DRAWING SIZE - A3 9 Sannnp—t__#—2_imt:

INDICATES SPRAYED RC
FACING TO EXPOSED CUT
BATTER FACE

ae

eae

J

a.

bd

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 @ A3
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STEEL\WALER BEAM AND
PROPPING. AS REQUIRED

  

 

 

 

 

 

7 I
ber retg wa Cone Blk Retg
wall Top RL 36.06

 

    
 

 

 

mani

Conc Blk Retg

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POOL

 

 

 

 

 

 

 

 

 
   

wall Top RL 30.0

 

INDICATES CANTILEVERED CONCRETE PILING, DESIG!
AND INSTALLATION BY OTHERS. MINIMUM VIBRATION

 

Cone driveway RL 30.07
access to Level A garages

Conc Blk Ret.
wall Top RL 28.03
Exist Pool

>

 

Checked:
RPEQ 5835
S Richardson

 

 

 

 

EXISTING STAIRS CANTILEVER

TECHNIQUES TO BE USED FOR INSTALLATION,
FROM EXISTING BUILDING

VIBRATION CONTROL AND MANAGEMENT BY PILING
CONTRACTOR. REFER DETAILS ON DRG. S2.

 

EXISTING BUILDING
FOUNDATIONS WILL BE AT
LEVEL A GARAGE LEVEL, REFER
TO CRITICAL DEPTH LINE
DIAGRAM FOR PROTECTION OF
EXISTING STRUCTURE

S/S

PROPOSED EARTHWORKS
RETAINING PLAN

PRIOR TO WORKS COMMENCING A

 

CONDITION SURVEY OF ADJACENT
PROPERTIES MUST BE COMPLETED

 

Rev. - 30.01.05

{sc consulting ENG
Av) STRUCTURAL eCIVILeGEOTECHNICAL

DEBUILD T/A

INEERS

ABN 40 098 481 899

 

1/11 PROJECT AVE NOOSAVILLE QLD 4566

Ph (07) 5455 5604

Fax (07) 5455 5696

 

Title:

Retaining Wall Plan.

 

Project 6 Crank Sreet
Sunshine Beach

 

 

Date: Sept 2015

 

Drg No. 25317 -S1

Rev.