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Appendix H Traffic Impact Assessment · RAL25/0004
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0.5m IT IS THE RESPONSIBILITY OF THE
0.5m
0.5m 0.5m 0.5m 0.9m 0.9m CONTRACTOR TO CONTACT THE RELEVANT
0.75m 0.75m
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
1:3 COMMENCEMENT OF EXCAVATION
1:3 1:3 1:3 1:3 1:3
MIN 6% LONGITUDINAL GRADE MIN 2% LONGITUDINAL GRADE MIN 3% LONGITUDINAL GRADE
INTERIM LOT 1 TURF SWALE PROFILE INTERIM LOT 2 TURF SWALE PROFILE INTERIM LOT 3 TURF SWALE PROFILE
RP BDY
128
127
126
125
124 APPROX. 0.6m DEPTH OF
ORGANIC MATERIAL TO
123 BE REMOVED FROM SITE
BACKFILL AT EDGE OF GROUND REMOVAL
122 TO FORM CONSISTENT FINISHED SURFACE
BACKFILL AT EDGE OF GROUND REMOVAL
0.6m
121 TO FORM CONSISTENT FINISHED SURFACE
RP BDY
120
119 LEGEND
118 NS
PHASE 1 EARTHWORKS - CONTAMINATED AND
117 NS Strip ORGANIC SOIL STRIP
116 NS Strip
INTERIM TURF CUT-OFF PHASE 2 EARTHWORKS - CUT
115 EW Design
SWALE PRIOR TO LOT 3
114 DEVELOPMENT EW Design
PHASE 2 EARTHWORKS - FILL
113 NS Strip
SECTION C Datum RL112 EW Design
Scale 1:125 A3 PHASE 2 EARTHWORKS - BACKFILL STRIPPED
NS Strip SURFACE
EXISTING SURFACE LEVEL
EXISTING SURFACE STRIPPED OF TOPSOIL,
CONTAMINATED SOIL AND ORGANIC MATERIAL
123
FINISHED SURFACE LEVEL
RP BDY
122
EARTHWORKS SURFACE
121
120
119
118
117
116
RP BDY
RP BDY
115
114 ROAD RESERVE
113 EXISTING
STORMWATER
112
111
110 EXISTING WALL AND INTERIM TURF CUT-OFF
WATER
SPOON DRAIN SWALE PRIOR TO LOT 2
109 DEVELOPMENT
STW
SECTION B Datum RL108
Scale 1:125 A3
116
115
RP BDY
114
113
112 APPROX. 1m CONTAMINATED
FILL DEPTH TO BE
111 EXPORTED FROM SITE
110 LOT 1
RP BDY
RP BDY
109
1m
ROAD RESERVE PROPOSED SWALE DRAIN
108
EXISTING
107
STORMWATER
106
105
INTERIM TURF CUT-OFF
WATER
EXISTING SPOON DRAIN
104 SWALE PRIOR TO LOT 1
STW
DEVELOPMENT
SECTION A Datum RL103
Scale 1:125 A3
SEWER
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:125 (A1) - 1:250 (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. C120
Design - SK Drawn - SK Structural Engineers EARTHWORKS SECTIONS - SHEET 1 HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C120-C121 EARTHWORKS
SECTIONS Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 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 29/11/23 PRELIMINARY 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\C120-C121 EARTHWORKS SECTIONS.dwg Plot 7 June 2024 - 11:05 AM
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