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Appendix H Traffic Impact Assessment · RAL25/0004
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IT IS THE RESPONSIBILITY OF THE
CUTLINE
CONTRACTOR TO CONTACT THE RELEVANT
EX EOB
AUTHORITIES TO CONFIRM THE LOCATION OF
PATH
ALL EXISTING SERVICES PRIOR TO THE
KERB LINE
NEW BDY
COMMENCEMENT OF EXCAVATION
CUTLINE
-3.0%
EX EOB
-1.0%
1 in 4
2.5%
0.7%
IL101.810
STORM DN600 EASTING 491622.136
OFFSET 5.9m NORTHING 7079169.836
EASTING 491541.468
DATUM 98.000
NORTHING 7079111.052
104.122
103.889
103.880
103.860
103.855
DATUM 98.000 DESIGN
SURFACE
103.355
103.407
103.557
103.557
103.639
103.664
104.664
DESIGN
104.122
103.962
103.947
103.917
103.855
SURFACE NATURAL
103.355 SURFACE
103.730
103.794
103.820
104.590
104.748
105.282
NATURAL
10.666
11.165
0.000
7.772
8.666
SURFACE
OFFSET
10.700
11.700
15.700
0.000
7.200
7.360
7.425
OFFSET
CH 240.000
CH 140.000
CUTLINE
NEW BDY
KERB LINE
PATH
EX EOB
CUTLINE
KERB LINE
-0.6% 2.5%
0.8%
EX EOB
1.6% 0.4% 2.5%
IL100.908
STORM DN600
OFFSET 6.5m
IL102.450 EASTING 491575.175
STORM DN600
NORTHING 7079132.497
OFFSET 7.2m
EASTING 491523.695 DATUM 97.000
NORTHING 7079101.886
102.886
102.912
102.935
102.923
103.073
103.073
103.105
103.155
103.180
DATUM 99.000 DESIGN
SURFACE
103.981
104.028
104.038
104.188
104.188
104.201
DESIGN
102.886
102.911
102.905
103.058
103.062
103.064
103.100
103.548
103.592
SURFACE NATURAL
SURFACE
103.981
104.029
103.601
103.569
103.556
103.612
NATURAL
0.000
3.122
6.039
8.039
8.199
8.264
9.539
11.539
12.539
SURFACE
OFFSET
0.000
2.966
5.600
5.760
5.825
6.325
OFFSET
CH 180.000
CH 120.000
NEW BDY
KERB LINE
CUTLINE
PATH
EX EOB
1 in 6.3
CUTLINE
EX EOB
0.5% 2.5%
1.6%
2.5% 1.4%
IL101.291
STORM DN600
EASTING 491505.593 EASTING 491558.779 OFFSET 5.3m
NORTHING 7079093.386 NORTHING 7079121.064
DATUM 101.000 DATUM 98.000
104.738
104.802
104.818
103.000
103.091
103.100
103.250
103.250
103.282
103.332
103.357
DESIGN DESIGN
SURFACE SURFACE
104.738
104.802
104.737
103.000
103.225
103.271
103.275
103.277
103.703
104.282
104.353
NATURAL NATURAL
SURFACE SURFACE
0.000
2.588
3.718
0.000
5.784
7.784
7.944
8.009
9.284
11.284
12.284
OFFSET OFFSET Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
CH 100.000 CH 160.000 Notwithstanding the information supplied on this drawing,
SCALE 1:100 (A1) - 1:200 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C222
Design - SK Drawn - SK Structural Engineers LAKE MACDONALD DR CROSS HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C222-C223 LAKE MACDONALD
DR CROSS SECTIONS Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 SECTIONS - SHEET 1 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C222-C223 LAKE MACDONALD DR CROSS SECTIONS.dwg Plot 7 June 2024 - 11:05 AM
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