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Attachment 3 -B_Engineering Plans by Arcos
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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1. FOR GENERAL NOTES REFER DRG C-00011. EXISTING LEGEND
PROPERTY BOUNDARY
STORMWATER MANAGEMENT MAJOR CONTOUR 1m
QUALITY: MINOR CONTOUR 0.25m
- IN ACCORDANCE WITH THE QLD STATE PLANNING POLICY APPENDIX 2, SEWER MAIN DN300 AC
TABLE B, SITES UNDER 2500M2 DO NOT REQUIRE STORMWATER QUALITY WATER MAIN DN100 AC
TREATMENT. THEREFORE NO WATER QUALITY TREATMENT IS REQUIRED
U/G TELECOMMS
FOR THIS SITE.
U/G ELECTRICITY
QUANTITY: FENCE
- IN ACCORDANCE WITH QUEENSLAND URBAN DRAINAGE MANUAL (QUDM), RETAINING WALL
THE DEVELOPMENT IS NOT TO EXCEED PRE-DEVELOPMENT PEAK
DISCHARGE RATES FOR A RANGE OF STORM FREQUENCIES (SECTION 5.5).
- THE INCREASE IN IMPERVIOUS AREA OF THE DEVELOPED SITE HAS BEEN
CONSIDERED NEGLIGIBLE AND THE RESULTING PEAK DISCHARGE RATES PROPOSED LEGEND
HAVE BEEN DEEMED NOT CAUSE ACTIONABLE NUISANCE. THEREFORE NO
DETENTION TANKS ARE REQUIRED FOR THIS DEVELOPMENT SITE. CONCRETE DRIVEWAY (ROAD RESERVE)
FLOODING: CONCRETE DRIVEWAY
- FLOOD SEARCH CERTIFICATE DATED 13.09.2021
- HABITABLE AREAS FLOOR LEVEL IS ABOVE DFE (1% AEP) 2.4m + FREEBOARD FOOTPATH
(0.3m)
- IN ACCORDANCE WITH NOOSA PLANING SCHEME APPLICABLE MINIMUM COMMUNAL LANDSCAPE
FLOOR LEVEL FOR HABITABLE AREA = 2.7m
- PROPOSED FILL FOR THIS SITE IS GENERALLY LIMITED TO HABITABLE RETAINING WALL
AREAS ONLY SUBJECT TO FLOOD OVERLAY. MINOR INCREASE TO SITE ACO K200 GRATED DRAIN BOLT DOWN (OR
LEVELS TO THE REAR DOES NOT AFFECT THE FLOOD STORAGE AREA. APPROVED EQUIVALENT)
DESIGN SURFACE IS FREE DRAINING TO THE SITES FRONTAGE WITH FLOWS MAJOR CONTOUR 1.0m INTERVAL
CONTAINED WITHIN THE SITE
MINOR CONTOUR 0.1m INTERVAL
CP
BUP5923
12
SP156865
IO
GAZEBO
FFL 2.700 POOL
UNIT 1
FFL 2.700
HILTON TERRACE
WM
11
SP156865 GARAGE
FFL 1.550
106
RP41223
1.80
922m²
1.80
1.70
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
2.60
2.50
2.40
2.30
2.10
2.20
2.00
1.90
1.80
1.60
1.70
1.50
1.40
GAZEBO
1.30
1.20
1.10
FFL 2.700
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-SMP-C-00001.DWG
POOL GARAGE
UNIT 2 FFL 1.550
FFL 2.700
SWP 50X350
SWP 350X350
SL1.35
IL -2
10
IO
IO
SL1.38
SP156865
.13
IL 1.258
1.
SWP SL:1.19
Ø150 1.2%
53
150PVC
IL 0.630
IL:0.65
IL 1.022 IL 0.916 IL 0.610
LL1.66
Ø150 1.0% KERB ADAPTORS AS PER
IPWEA STD DRG RS-081
S
450x450 GRATED INLET
SL 1.860
IL/100PVC 1.16
450x450 GRATED INLET
450x450 GRATED INLET SL 1.410
WM
SL 1.560 LAWFUL POINT OF DISCHARGE, STORMWATER
DOWN PIPES TO CONNECT INTO STORMWATER PITS TYP. TO CONNECT TO EXISTING DISCHARGE POINT
ROOFWATER STUBS TO PITS TO BE PROVIDED
(Culvert)
Last Plotted: 2022-01-20
SL:1.05
IL:0.19
SPW
CP
Last saved by: ARCOS CIVIL(2022-01-20)
BUP6816
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL STORMWATER MANAGEMENT
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT PLAN
0m
A1 1:100
2.5 5
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 SMP-C-00001 A
A FOR APPROVAL 20.01.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
P1 PRELIMINARY
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
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