09/0363 - Response to Information Request [As Published] · 132009.363

 

 

‘ Revision | Description Date

 

 

 

DRAWING SIZE — A2 A Oriveway long section and levels included. 16.10.09
~

 

 

 

 

 

SPRAYED RC FACING TO

Ko EXCAVATED FACE REFER 10
25.468, .

             
 

 

 

 

 

 

          

ORIVEWAY CROSS OVER DETALS
TO 8€ BY ACCORDANCE WITH
SUNSHINE COAST REGIONAL
COUNCH'S STD DRAWINGS.

 

 

 

SPRAYED 25MPa

: CONCRETE FACING
SL72 MESH MIDDLE

 

 

 

 

 

 

SATURATE GROUND ADJACENT
EXCAVATION] FOR A MINIMUM OF
24 HOURS PRIOR TO WORKS
COMMENCING,

 

 

 

 

 

29 OCT 2069

SCRC - Tewantin
Front Counter

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND
CONSTRUCTION NOTES:
_.-:77 INDICATES EXISTING SURFACE GENERAL:
48° CONTOUR AND ‘LEVEL TO AHD. |, Do not scale from this drawing,

2. All dimensions in millimetres
| 3 Setting out dmensions are to be obtained fram the architectural

crowings.
om srelrealw oa SPOTS cin en vind tn ep

 

 

SPRAYED RC FACING TO are to be referred to the engineer immediately.
EXCAVATED FACE REFER 10 KS 5. The builder is responsible for locating all existing services within and

SITE PLAN DETAIL ~ EXISTING sunset SPOT LEVELS. adjocent the afiotment and shail ensure thot ali new works ore in

 

 

accordance with Une attached critical depth ine diagram,
(Scale 1:100) FOOTPATHS AND DRIVEWAYS:
: = 450Sq GRATED FIELD INLETS, \ aes ee sant von prior ror femon
ngs ore not desi commercial vehicles
PRE-CAST CONCRETE. 3 Concrete drivenay to be 125mm thk. excuding any finkshed treatments,
9. stamping
{ 4. Concrete surtoce tolerance +5.0mm over 3.0m
5. Concrete N25 In occordance with AS 1379 ond AS 3600
4 8, Reinforcement fabric to AS 1304, placed central slob depth,
. 7, Expansion pints to be 10mm wide wet tooled with every 2nd mesh wire
ext glong joint.
8. One access point permitted for each alotment.
9, For curved drivewoys, maximum grades apply to inside edge of cure
‘ed 08

 

 

60.60
60.70
61.20
61.69
6218
62.2

6233
6225

DESO

 

10. All services to be locoted and protected os required priot to work
commencing

 

247
29
16.8
12.4
80
60
4.0
00
TNE

 

 

'ssue: ISSUE FOR CONST.

 

CLEROT

CONSULTING « ENGINEERS
SCG siveelural - civil - geotechnical

ABN 40 098 481 899

P
Kerb_ Line Nominal

 

 

eee Te . U1/11 PROJECT AVENUE, NOOSAVILLE QLD.4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

 

 

 

 

 

 

 

 

 

 

 

 

 

, Title: EARTHWORKS AND TURNING CIRCLES.

 

Project 21 Attunga Heights
Noosa Heads.

 

 

 

 

 

Date: August 2009. | Drg No. 19239-C2 | & A