07/0616 - Response to Information Request [As Published] · 132007.616

DRAWING SIZE - A3
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LEGEND

INDICATES APPROXIMATE
EXCAVATION DEPTHS

300Sq PIPE JUNCTION BOX,
PRE-CAST CONCRETE.

SPRAYED RC FACING TO

SOIL RETENTION VIA
CONTIGUOUS CONCRETE PILED
RETAINING WALL BY

EXCAVATED FACE TO DETAIL SPECIALIST CONTRACTOR

 

CUTOFF DRAIN

RP BOUNDARY

INDICATES APPROXIMATE
EXCAVATION DEPTHS

*3.20m _|

PROPOSED BUILDING FOOTPRINT

RP BOUNDARY

SOIL RETENTION VIA
CONTIGUOUS CONCRETE PILED
RETAINING WALL BY
SPECIALIST CONTRACTOR

SITE _PLAN

SCALE 1:200

TYPICAL SECTION ~ CUT OFF DRAIN

RP BOUNDARY

EDGE OF ROAD

ATTUNGA HEIGHTS

SPRAYED 25MPo CONCRETE
FACING SL72 MESH MIDDLE

Ercavated| Level

Description

 

 

 

 

CONSTRU NOTES

GENERAL:

1. Do not scale from this drawing.

2. All dimensions in millimetres

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

4. Any idiscreponcies between these drowing ond the architectural drawings are to be
referred to the engineer immediately.

5. The buider i is responsible for locating all existing services within and adjacent the
allotment and sholl 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 ony finished treatments, eg.
stomping

4. Concrete surface tolerance +5,0mm over 3.0m

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

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

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

8. One laccess point permitted for each allotment.

9. For curved driveways, maximum grades apply to inside edge of curve

10. All Korvces to be located and protected as required prior to work commencing
FILLING NOTES:

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

— The subgrade i is to be proof rolled with o vibrating steel drum roller to achieve a
minimum relative field density of 95% The compaction is to be sufficient to achieve
a blow'count of 7 blows per 300mm with an approved Perth Sand Penetrometer for
0 depth of 1.0m below excavated level. Copies of compaction test results shall be
presented to SCG Consulting Engineers for approval,

- 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 (ie. sand to a clayey sand in accordance
with ASI726) be free of any organic material and have o clay content of less than
12% (Plasticity Index less than 25%, Linear shrinkage of 15%). The proposed moterial
is to be inspected by SCG Consulting Engineers prior to its removal to ensure its
compatability.

~ The fill is to be placed and compacted in accordance with AS3798-1996 to a _
level sufficient to achieve o Level 1 certification with a minimum relative field density
of 95% Copies of compaction test results shall be presented to SCG Consulting
Engineers for approval.

- Filing and compacting adjacent exisiting structures is to be in strict accordance
with the associoted details and specifcations.

- Areds where existing structures or trees ore removed shall be backfilled with the
approved fill material compacted in accordance with AS2870-1996 to achieve a
minimum relotive field density of 95%

- Anylloose or soft material uncovered in the site preparation shall be removed ond
replaced with the approved fill material compacted in accordance with AS2870-1996
to achieve a minimum relative field density of 95%

- Site| drainage and silt protection measures must be istalled prior to construction
commencing.

SOG sien Sa “paieteaa

ABN 40 098 481 899

 

{3 DUKE STREET SUNSHINE BEACH QLD.4567
ic (07) 5447 5544 Fax (07) 5447 2634

 

(Title: SITE PLAN.

 

Project 8 Attunga Heights
Noosa Heads

 

[bate: June 2007 Drg No. 17177-ST1