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Approved Plan - RAL21-0016
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EARTHWORKS QUANTITIES
CUT TO FILL 70m³
(ON LEADS)
EXPORTED MATERIAL 600m³
W
PROPOSED RETAINING WALL Emt 'A'
(MAX WALL HT - 1.00m) PROPOSED BATTER
SP298781 PROPOSED WATER METER
(MAX 1:3)
TO SERVICE LOT 1
EXISTING PROPERTY BOUNDARY
W
PROPOSED SEWER MAIN AND
CONNECTION TO LOT 1 LEGEND
9.20
0
E/OH
9.00
0
9.0
8.8
8.6
8.4
9. 2
T
0
0
0
EXISTING FEATURES
W
RL 9.20m OVERALL RP BOUNDARY
S S S
OVERHEAD ELECTRICAL
T
E/OH
W W W W T T TELSTRA
W
W W WATER RETICULATION
ROAD CENTRELINE
8.00
T
E/OH
ROAD KERB
W
8.20
S
PROPOSED BATTER LOT 1 PROPOSED ROOFWATER CONNECTION
CONCRETE DRIVEWAY
T
8.40
(MAX 1:3)
9.68
0 910m² (2 x KERB ADAPTERS)
W
TREE TO BE REMOVED
E/OH
8.60
APPROX. FFL 9.20m
8.80
9.00
9.20
9.40
9.60
9.80
LEGEND
T
PROPOSED FEATURES
W
S
RL 9.20m RL 9.20m
EXISTING DRIVEWAY CROSSOVER RP BOUNDARY
E/OH
TO BE REMOVED.
1 RETAINING WALL
T
PROPOSED SEWER MAIN AND FOOTPATH TO BE REINSTATED
RP128401 INDICATIVE BUILDING FOOTPRINT
W
RL 9.80m CONNECTION TO LOT 2
S EARTHWORKS CUT
RL 10.00m
E/OH
PROPERTY BOUNDARY
T
EARTHWORKS FILL
W
EARTHWORKS BATTERS
RL 9.50m S DN150 uPVC SN8 SEWER MAIN
T
E/OH
RL 9.50m
PROPOSED ROOFWATER CONNECTION SURFACE FLOW ARROWS
W
(2 x KERB ADAPTERS)
PROPOSED BATTER RL 9.20m INDICATIVE DESIGN SURFACE LEVELS
(MAX 1:3)
T
LOT 2
E/OH
W
910m²
GOODWIN STREET
EXISTING STRUCTURES:
APPROX. FFL 9.50m ALL EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED FROM SITE.
T
SUITABLE GEOTECHNICAL SUPERVISION REQUIRED WHEN FILLING
EXISTING SWIMMING POOL
W
E/OH
RL 9.50m
9.96.080
9.0
T
0 THE DESIGN IS CONCEPTUAL ONLY AND MAY CHAN
10.00
9.40
9.8
W
10.20
FOLLOWING THE PREPARATION OF DETAILED DESIG
9.8
0
9.2
0
IT IS ANTICIPATED THAT A DETAILED DESIGN WILL
E/OH
RL 9.50m 0 EXISTING STREET TREES
TO BE REMOVED PREPARED, GENERALLY IN ACCORDANCE WITH THE
T
EXISTING WATER METER STREET TREES TO APPROVED CONCEPT DESIGN, AS PART OF A FUTUR
W
TO SERVICE LOT 2 REMAIN. REFER TO APPLICATION FOR OPERATIONAL WORKS.
RL 10.00m
CONDITIONS.
EXISTING PROPERTY BOUNDARY H
PROPOSED RETAINING WALL NOTE:
ALL TREES WITHIN WORKS FOOTPRINT TO BE
W
(MAX WALL HT - 1.00m) MH
EXISTING SEWER PROPERTY
CONNECTION TO BE DECOMMISSIONED EXISTING FOOTPATH TO BE ASSESSED ON SITE DURING CONSTRUCTION BY
RETAINED PROJECT ARBORIST
-
APPROVED PLAN
RAL21/0016
NOOSA COUNCIL 0 10 20 30 40 50m
12 OCTOBER 2021
-
SCALE 1:1000 A3
CONTOUR
SUNSHINE COAST OFFICE NORTH LAKES OFFICE
A.B.N. 62 117 061 659
PLAN DETAILS:
Designed:
Drawn:
Checked:
MF
MF
SC
PLAN AMENDMENTS:
Rev Date Comment Altered Checked PROPOSED SUBDIVISION CONCEPT ENGINEERING SERVICES P
AT 108 GOODWIN STREET, TEWANTIN
PLAN TITLE:
FOR STEPHAN VAN DER WALT
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
Date: 2/08/2021
6 Innovation Parkway, 2 - 4 Flinders Parade, FOR APPROVAL - NOT FOR CONSTRUCTIO
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001 UKAS
MANAGEMENT
...................... This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
Ph. (07) 5493 9777
Document Set ID: 21602744
www.ContourCE.com.au
[email protected]
Trading name of SN Registrars (Holdings) Ltd
SYSTEMS
8327
Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD)
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
be used for construction without prior written approval.
PLAN No: 2756 - C01 REVISION: - SHEET: 1
FILE LOCATION: C:\12DS\DATA\CCE2K16DC01\02756 - 108 GOODWIN ST, TEWANTIN - LEGACY_117\DESIGN - CIVIL\AUTOCAD\WORKING\2756-C01(A).DWG
OF 1
Version: 1, Version Date: 02/09/2021
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