Approved Plans

 

TOPSOIL AND LEVELLING
SURROUNDING BUILDING (BY

TOPSOIL AND LEVELLING
SURROUNDING BUILDING (BY

  

SUNSHINE COAST

Maroochydore, Queen:

  

Cnr Emest and Merivale Stroots,

 

BUILDING “y

ee PLATFORM LEVEL
{CIVIL CONTRACTOR)

BUILDING anny

PAD LEVEL DETAIL

Consulting Engineers
development consultants, planners and surveyors
Grae CONSULTING ENGINEERS PTY LTD. ABN? 080 #14055

237-239 Bradman Avenue,
jelephone (07) 5443 2500
| BRISBANE - JF&P House

‘South Brisbane, Queenstand. 4101
telephone (07) 3844 7161

  

  

   

100mm SLAB ON

 

 

PAD LEVEL DETAIL

CONVENTIONAL SLAB

 

 

WAFFLE SLAB

GLADSTONE
59 Goondoon Steet,
Gladstone, Queensland. 4680
telophione (07) 4972 2160

sland, 4558

150mm LEVELLING LAYER

100mm SLAB ON
285mm WAFFLES ON
50mm LEVELLING LAYER

NOMINAL PLATFORM LEVEL

(CIVIL CONTRACTOR]

 
  
   
   
   
       
  
   
   
   
 

CONTRACTOR TO DESILT EXISTING
DRAIN TO DESIGN LEVELS IN
ACCORDANCE WITH CARDNO MBK
DRG'S 7099/5-3,

-6, -74 -8

BOWLING
GREEN

 

COMVUN | TY
CENTRE

APARTMENTS:

  
 
   
  
  
 

   
  
    
 
 
 
 
   
 
  
   

LEGEND

NATURAL SURFACE CONTOURS

DESIGN SURFACE CONTOURS Bs

PROPOSED CONCRETE SLEEPER
RETAINING WALL

EARTHWORKS NOTES

1. ALL EARTHWORKS ACTIVITIES TO BE CARRIED OUT IN
ACCORDANCE WITH NOOSA COUNCIL'S GUIDELINES READ IN
CONJUNCTION WITH THE GEOTECHNICAL INVESTIGATION REPORT
PREPARED BY GOLDER ASSOCIATES DATED AUGUST 2005.

2. THE CONTRACTOR IS TO ENSURE THAT NO PONDING IS TO
OCCUR ON THE SITE BETWEEN THE CONSTRUCTION STAGES.

3. FILL SHALL BE COMPACTED TO THE REQUIREMENTS OF
AS3798-1996 ‘GUIDELINES ON EARTHWORKS FOR COMMERCIAL

AND RESIDENTIAL DEVELOPMENTS’.

ROCK RETAINING WALL
{1.0m HIGH max.}

NOMINAL PAD LEVELS

4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL
EXISTING SERVICES WITH ALL RELEVANT AUTHORITIES BEFORE
COMMENCING CONSTRUCTION. ANY COSTS ASSOCIATED WITH
REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID

\

TURFED SWALE

CONSTRUCTED STAGES IA @1B

CONCRETE SLEEPER
RETAINING WALL NOTES

1. WALL TO BE FOUNDED INTO FIRM GROUND
HAVING SAFE BEARING CAPACITY OF NOT LESS
THAN 100kPa. FOUNDATION NOT MEETING THIS
REQUIREMENT IS REQUIRED TO HAVE
STRUCTURAL DESIGNED FOOTING.

2. IF OTHER RETAINING WALLS OR
STRUCTURES ARE LOCATED WITHIN 3m OF THIS
WALL THE DESIGN MAY VARY. THE ENGINEER
MUST BE NOTIFIED. THIS WALL IS NOT
APPROPRIATE FOR LOCATIONS WHERE SLIP
CIRCLE PROBLEMS OCCUR. A SLIP CIRCLE
ANALYSIS HAS NOT BEEN CONDUCTED ON THS
WALL.

3. ALL DIS REINFORCEMENT TO BE “NEUMANN
STEEL” PRODUCT OR EQUIVALENT.

4. CONCRETE SLEEPERS AND POSTS - 32MPa,
60 SLUMP FOOTINGS - 20MPa, 60 SLUMP.

 

FOR BY THE CONTRACTOR.

5. EXISTING PRELOAD (PEAT) MATERIAL TO BE FIRSTLY USED
AS PRELOAD MATERIAL FOR FUTURE STAGES. ONCE PRELOADING

HAS BEEN COMPLETED THE MATERIAL CAN THEN BE PUT

THROUGH A GRINDER/MIXER AND USED FOR FILL MATERIAL IN

BUNDS AND SURFACE PROFILING AROUND BUILDINGS AND
GENERAL LANDSCAPE PURPOSES.

ROCK WALL NOTES

1. MINIMUM BEARING CAPACITY OF WALL.
FOUNDATION MATERIAL SHALL BE 100 Kpa.

2, STONES TO BE OBTAINED FROM A
QUARRY ACCEPTABLE TO THE
SUPERINTENDENT, AND AS RECOMENDED BY
THE QUARRY PERSONNEL, AND INSPECTED ON
SITE BY THE SUPERINTENDENT PRIOR TO
INSTALLATION.

3. ROCKS TO BE PLACED ON THEIR
BROADEST BASE, STABLE AND INTERLOCKING,
WITH NO INDIVIDUAL STONES FREE TO MOVE.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

     
 

  

 

 

 

 

 

 

 

 

100
HORIZONTAL SURFACE
l* ‘SURCHARGE
AU
POSTS AT 150x80 CONCRETE SLEEPERS
2000 crs. r 2x011.3 BARS, FILTER FABRIC
a “TERRAFIX T 300 6’
OR SIMILAR
4 | AA SEOFABRIC APPROVED PRODUCT. rere wine
j 150mm WIDE z| S| wave
4 FILTER WITH 2
Lt 10mm AGGREGATE . |
9100 AGG! PIPE FOR 3
14 L}- WALLS. 1200 HIGH ai
FALL TO OUTLET.
er 100 DIA. AGG. DRAIN |
E 200 WIDE FREE
DRAINING MATERIAL. = eliaeer epee B
SHINOHING AGAG SAVARTAT r
| Pl SUNSHINE COAST REGIONAL CONG ay ECTION
D — pay em % Sic ere
2 2 » >,
tT AP ROVE SBLIT FACE ROCK WALL
es , SCALE | :20
mPW 120095 23 JL [alle 1.
450 DIA. 0-05 0.20 0.40 0.30
0.5-1.0 0.30 0.50 0.30

 

 

 

 

 

 

 

 

CONCRETE SLEEPER
RETAINING WALL DETAIL

SCALE 1:100

CONCRETE SLEEPER RETAINING WALL SCHEDULE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RETAINING WALL] VERTICAL POST ] REINFORCING | FOOTING PIER
HEIGHT ‘H" LENGTH BARS DEPTH 'D' | EMBEDMENT
{mm} (nm) (mm) ‘E" (ml
600 900 2vi2 600 300
750 900 2yi2 750 150
900 1200 2vi2 900 300
1050 1200 2vi2 1050 150
1200 1500 2vi2 1200 300
1350 1500 2v12 1350 150
1500 1900 2vI6 1500 300
5 was ae ~~ \VT sean en ENE Tae es,
eo 3 =_ | potevasremsevrosuTmmnesues am {1 NOOSA DOMAIN RETIREMENT VILLAGE }———
10 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUST PLEASE ENQUIRE] Jatum: — AHD derived origin (BM) F _[ PADLEVELS $7, 58, 72 & T3 AMENDED 2zrorar | GA rewHing MUSE
designed | «a | COPYRIGHT © 2006.4 CONSULTING ENGINEERS PTY. LTD. | amart [won cto cate_[ |] © | RoAo 72 REALIGNED PAD LEVELS REGED comm | «| COUNTRY CLUB VILLAGES PTY. LTD. M1717-L02 H
drawn | 3M | THis OOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY A _[ onion issue 22208 | a |__| ConstRUCTED STAGES SHOWN teoute | soP Teter
FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE
checked | AF | WRITTEN gONSENT OF JF'& P CONSULTING ENGINEERS PTY. LTD, 8 _ | ENTRANCE ROAD REVISED 6705 | a EARTHWORKS LAYOUT PLAN - SHEET 1 M1717-L02-L03.0WG
$s Kapproved] a Fraser... ff. Smee ..RPEQ 5691 _A_C__| ROAD 12 REALIGNED, PAD LEVEL DETAILS ADDED ai005 | a) ) J sate 28.2.06