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Appendix A - Engineering Design Plans - 1 of 2 · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 8, section 1. The text section number identifies this passage in the reader.
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. 0.35m DEPTH OF
CONTAMINATED MATERIAL
123 TO BE REMOVED FROM SITE
122
0.35m
BACKFILL AT EDGE OF GROUND REMOVAL
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 SWALE PRIOR TO LOT 3 EW Design
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 PROPOSED SWALE DRAIN
RP BDY
RP BDY
115
114 ROAD RESERVE
113 EXISTING
STORMWATER
112
111
INTERIM TURF CUT-OFF
WATER
110 EXISTING WALL AND
SPOON DRAIN SWALE PRIOR TO LOT 2
STW
109 DEVELOPMENT
SECTION B Datum RL108
Scale 1:125 A3
116
115
RP BDY
114
113
INDICATIVE PHASE 1 EARTHWORKS
112
LEVEL FOLLOWING RE-SPREAD OF
111 75% OF SCREENED MATERIAL
0.25m
110 LOT 1
RP BDY
RP BDY
109
ROAD RESERVE PROPOSED SWALE DRAIN
108
EXISTING
107
STORMWATER
1m
106 INDICATIVE LOWER EXTENT
OF CONTAMINATED MATERIAL
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 Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C120
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK EARTHWORKS SECTIONS - SHEET 1 DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C120-C121 EARTHWORKS
SECTIONS Issue : D
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 29/11/23 PRELIMINARY SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C120-C121 EARTHWORKS SECTIONS.dwg Plot 25 March 2025 - 5:27 PM
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