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Appendix H Traffic Impact Assessment · RAL25/0004

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ITIS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION

 

 

 

 

 

 

 

STORMWATER CATCHMENT TO PROPOSED:
STORMWATER PIT

STORMWATER CATCHMENT TO EXISTING
STORMWATER PIT

PROPOSED STORMWATER DRAINAGE

EXISTING STORMWATER DRAINAGE

EXISTING SITE BOUNDARY

DESIGN SURFACE CONTOURS (1m INTERVALS)
EXISTING SURFACE CONTOURS (1m INTERVALS)

 

 

 

8

10m
1 20m

5
3

Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary by set out.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

we / | Yo t Not ing the information supplied on this drawing,
/ s 4124 Jn FS wy ‘SCALE 1:750 (At) - 1:1500 (A3) the locaton, depth and extent of underground or overhead
~ RC fi, - \ \ eq X Oe xe » yo, services are to be confirmed and protected on site by the
= - af ol © 123 y . - cond 7 ‘contractor prior to commencement of works.
Approved
Checked- CT Consulting Civil & Drawing title - Project- COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C300
. . mm N .
Design SK___Drawn~_SK Structural Engineers STORMWATER CATCHMENT PLAN HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, pigtarer: SENSING sue: A
Scales- AS SHOWN Cove: Project Management} 124 puPoRTH AVENUE Ph (07) 5443 7777 Cient- NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
Document St APPROVAL — | /ssoi@t [ssverorcuewrrevew | ASSOCIATES PTY ETD bianning FaROocHYDORE cLD ages nO MSTSTT without wrtten approval, nor shalt be used except
Jocument Stage it if
\ 9 sscue Date Desuinlon sy] 198 89 137 S08 ose UAROOCHYDORE QLD SSE forthe Developmentand te Site Spected,

 

vey OP WUT controTeCSOU STORMWATER CATCHMENT PLAN avg

 

lot 7 June 2024 - 11:05 AM

 

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