08/1041 - Op Works - Landscaping, Drainage, Stormwater & Earthworks [As Published] · 142008.1041

 

 

DRAWING SIZE - A2

 

 

 

 

 

    

49.007

SLT

SPRAYED RC FACNG >
TO EXCAVATED FALE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TO DETAL,
Sede 1: 200
‘S le a a
F ee a S is 2
Fy t
oF s ; 3 iy e 's é
if a
20.00 & 8 GARAGE / a |
Te 1280 Lin 2 Sow cut ond i
\ Refer Ori 4 breakout
Ahn. \ back of herb
DRIVEWAY ALONG SECTION DRIVEWAY B LONG SECTION. Smooth tronstion to
(scale 1:200) (scale 1:200) castng Cone, heway

CRITICAL DEPTH UNE WOULD BE NEEDED TO
SUPPORT AXY FOOTING THAT 15 FOUNDED

ABOVE THE CRITICAL DEPTH UNE.

        

EXSTING STRUCTURE /DRELING WOLUDING
NEGHBOURIG ALLOTMENTS

 

THE BULDER/CONTRACTOR SHALL
CONFIRM. ALL RELEVANT LEVELS
PRIOR TO COMMENCING WORKS.

 

 

 

900(W) GEO-FABRIC SLT
FENCE, FIXED 10 SPRKES ————-

   
   

SATURATE GROUND ADJACENT y
EXCAVATION FOR A UIRIUM OF
24 HOURS PRIOR TO WORKS

 

DOSING FOOTINGS WLL BE FOUNDED ABOVE
ANY BXCAVATION CRITICAL OEPTH UNE

BARRIER, SEH-HOUNTABLE, MOUNTABLE send bed
KERB & CHANNEL OR INVERT CROSSING.

 

LEGEND

 

INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.

SILT RETENTION FENCE TO DETAIL

INDICATES PROPOSED FINISHED SPOT
SURFACE LEVELS TO AHD,

EXISTING SURFACE SPOT LEVELS.

PROPOSED EXCAVATION DEPTH.

INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.

EXISTING STORMWATER PIT,

EXISTING SEWER MAN HOLE

 

 

Revision | Description Date

 

 

 

 

 

 

 

 

 

GENERAL:

Do not scale from this drowing.

AS dimensions in mnilielres

Selling cut émensions are to be cblohved from the architectural

He

4. Any Giscrepancies between these drawing ond the architectural drawings
ora to be referred to the engineer immediately.

5, The builder is responsble for locating of existing sarvices within ond
odjocent the ofotment and shal ensure that ll new works are in
oocordonce wilh the altoched critic depth Tine diogram.
FOOTPATHS AND DRIVEWAYS:

4, Existing footpaths to be saw cut prior to removal

2 Crossings are not designed for commercial whicles

3. Concrete drivesay fo be 125mm thk. excluding any finished treatments,
eg. stomping

4, Concsete surfoce tolerance 4.0mm over 30m

5 Concrete N25 in accordance with AS 1379 ond AS 3600

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

7, Exponsion pints to be 10mm vide wet locked with every 2nd mesh whe
cut atong joint.

9, For curved driveways, maximum grades apply to Inside edge of curve
10. AN services to be located ond protected os required prlor to work

commencing

FILLING NOTES:

~The aite is to be scraped clear of all orgonic material ond debris,

= The subgrade i to be proof roted with o vivating steel dum roller to
‘achieve 0 minimum relative field denslly of 95% The compaction is to be
sufficient to achieve 0 bow count of 7 bows per 300mm with on approved
Perth Sond Penetrometes for 0 depth of 1.0m below excovoted level. Copies
‘of compaction test results shal be presented to SCG Consutling Engineers
for approval.

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

‘the aBotment 1s to be (ied to the specified levels,

= The fal moterid clean grantor materidl (i. sand to 0 clayey sond in
cccordance with ASI7Z8) be free of any organk: materia and have a clay
content of bess than 12% (Plosliity index less than 25%, Liner shrinkage of
15x). The proposed materi is to be Inspected by SOG Consulting Engineers
prior to its removal to ensure Hts compotability.

= The fil Is to be placed ond compacted in oocordance with AS3798~1998
to a level sufficlent {0 ochleve o Level 1 cértification with @ minimum
relollve Geld density of 95%. Copies of compoction test results sho be
presented to SCG Consulting Engineers for approval.

= Filing ond compacting odjpcent exiting structures is to be in strict
occordonce with the associated detals ond specitcations.

= Areas where existing structures or trees ote removed shall be back ited
with the opproved fil! material compacted in accordance with AS2B70-1996
to ochleve o einimum relative field density of 95%,

= Any loose or soft materi uncovered in the site preparation shall be
removed ond replaced with the approved fil materld compocted In
occordonce with ASZB70-1996 to ochleve a minimum relative field density

2 Pavement materials shal comply with the folloxing main roads
department specification MRSII.OS:

= Base course to consist of aggregate type 23, Grading B or C
3. Pavement teri shal be extended o minimum of 150mm beyond the

 

‘ssue: IgE FOR APPROVAL

CONSULTING ENGINEERS
SCG sirecheral ~ onl - geolacheice!

ABN 40 098 481 699

U1/11 PROJECT AVENUE, NOOSAVILLE QLD.4566
Ph (07) 5455 5604 Fax (07) 5455 S696

 

Title: OPERATIONAL WORKS & DRAINAGE.

 

Project LOT 4/5 GRANT STREET
NOOSA HEADS, QLD 4567

 

 

Date; May 2006.

 

Org No. 18154-OW1 Rev