07/1993 - Response to Information Request [As Published] · 142007.1992

DRAWING SIZE — A3

FINISHED

ACCORDANCE WITH CONSTRUCTION

HYDRAULICS CONSULTANTS
DOCUMENTATION.

 
  

  
   
    
 

~ NOV

‘
s

GROUND.

1200{L) 50 Sq. HDHD SPIKES,
1800 ctrs DRIVE 600 INTO

GROUND.

7411/2007 10:10:42 AM, 1:0.960279

 

RECEIVED

TOGSA SHIRE CCUNCIE
eo FRONT COUNTER

9 “e->

- \
900(H)-GE6—FABRIC SILT--
FENCE, FIXED 10 SPIKES AND
BURIED 300 INTO STABLE

  
 
 
 
  
 
 
 
 
 
 
 
  
 
 
 
 
 
 
   
   
  
  
 
  
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
  
     

SITE DRAINAGE IN

 

RP BOUNDARY _

2007

   
    
 
 

 

THE USE OF
FENCE MST
LANDSCAPING

 

 

 

 

 

 

 

 

 

RUNOFF FROM MTHN THE ALLLOTMENT MUST ORAN TOWARDS THE SITE PLAN
a FENee AD SLL NOT EER BOURNG AROTUNTS THROUGH cole 1.

 

 

 

 

 

 

 

SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE
REMAIN IN PLACE UNTIL SUCH TIME THAT FINISHED
AND DRAINAGE MEASURES ARE INSTALLED

_o
=

LEGEND

~ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.

~—=+- SILT RETENTION FENCE TO DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRIVEWAY CROSS OVER DETAILS
TO BE IN ACCORDANCE WITH

NOOSA SHIRE COUNCIL'S STD
DRAWINGS 9005 & 9019.

 

GRANT STREET

CREATE BUNDING IN
TEMPORARY HARDSTAND

a FOR DIVERISION INTO
SILT FENCE.

20-40mm AGGREGATE
HARD STAND OVERLAY
FOR DRIVE WAYS DURING
CONSTRUCTION.

 

 

GENERAL:

4. Do not scale from this drawing.
2. All dimensions in millimetres

3. Setting out dimensions are to be obtained from the architectural drawings.

4, Any discrepancies between these drawing and the architectural drawings are to
be referred to the engineer immediately.

5, The builder is responsible for locating all existing services within and adjacent
the allotment and shall ensure that all new works are in accordance with the
attached critical depth line diagram.

FOOTPATHS AND DRIVEWAYS:

1. Existing footpaths to be sow cut prior to removal

2. Crossings are not designed for commercial vehicles

3. Concrete driveway to be 125mm thk. excluding any finished treatments, eg.
stamping

4. Concrete surface tolerance +5.0mm over 3.0m

5. Concrete N25 in accordance with AS 1379 ond AS 3600

6. Reinforcement fabric to AS 1304, placed central slab depth.

7. Expansion joints to be 10mm wide wet tooled with every 2nd mesh wire cut
along joint.

8. For curved driveways, maximum grades opply to inside edge of curve

9. All services to be located ond protected as required prior to work commencing
FILLING NOTES:

—The site is to be scraped clear of all organic materiol and debris.

= The subgrade is to be proof rolled with o vibrating steel drum roller to achieve
© minimum relotive field density of 95% The compaction is to be sufficient to
achieve o blow count of 7 blows per 300mm with on approved Perth Sand
Penetrometer for a depth of 1.0m below excavated level. Copies of compaction
test results shall be presented to SCG Consulting Engineers for opproval.

= Upon the written approval of the subgrade preperations by SCG Consulting
Engineers

the allotment is to be filled to the specified levels,

= The fill material clean granular material (i.e. sond to @ clayey sond in
accordance with ASI726) be free of any organic material and hove a clay
content of less then 12% (Plosticity index less than 25% Linear shrinkage of
15%). The proposed material is to be inspected by SCG Consulting Engineers prior
to its removal to ensure its compatability.

- The fill is to be placed ond compacted in accordance with AS3798-1996 to a
level sufficient to achieve o Level 1 certification with o minimum relative field
density of 95% Copies of compaction test results shall be presented to SCG
Consulting Engineers for approval.
— Filling and compacting adjacent exisiting structures is to be in strict
accordance with the associated details and specifcations.
= Areas where existing structures or trees are removed shall be backfilled with
the approved fill material compacted in accordance with AS2870-1996 to achieve
© minimum relative field density of 95%
~ Any loose or soft material uncovered in the site preparation shall be removed
and replaced with the approved fill material compacted in accordance with
AS2B70--1996 to achieve o minimum relative field density of 95%
= Site drainage and sit protection measures must be istalled prior to
construction commencing.

(CONSULTING ENGINEERS {
SCG structural - civil - geotechnical ES
ABN 40 098 481 899

18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) 5447 5544 Fax (07) 5447 2634

 

Title: Operational Works Plan

 

Project Lot 9 & 10 Grant Street
Noosaville QLD 4566

‘| Date: Sept 2007 Drg No.17320-OWP-2