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Attachment 3 - Stormwater Detention Basin
Attached to the e-mail Change to DA - MCU16/0130.01.msg.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
PROPERTY BOUNDARY
5.400 6.200 5.400
PARKING BAY PARKING ISTLE PARKING BAY
0.5% FALL 0.5% FALL
300mm
NOM
ASPHALT TYPE DG10, 30mm MIN
COMPACTED DEPTH ON ON BITUMEN PRIME
PRE-SEAL INSPECTION
KERB TYPE B2 - REFER KERB AND CHANNEL LANDSCAPED BUND TO PROVIDE
BASE COURSE: UNBOUND PAVEMENT TYPE 2.3 (CBR 45)
125
DESIGN DEPTH
IPWEAQ STD DRG RS-080 TYPE B1 - REFER STORMWATER PROTECTION TO
MINIMUM COMPACTION: 100% MDD
IPWEAQ STD DRG RS-080 DOWNSTREAM PROPERTIES.
SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.3 (CBR 45)
125
MINIMUM COMPACTION: 100% MDD
SUBGRADE INSPECTION
NATURAL SUBGRADE 100% MDD SECTION D
* TYPE 2.5 (CBR 15) SUBGRADE REPLACEMENT 95% MMDD
IF DIRECTED BY SUPERINTENDENT
1:50 @ A1
1:100 @ A3
S104
MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER
AFTER TESTING OF THE INSITU SUBGRADE
MDD : STANDARD MAXIMUM DRY DENSITY
REFER PAVEMENT NOTES
33.800
PAVEMENT DESIGN PARKING BAY
0.5% FALL
PROVIDE ROCK PROTECTION AT KERB AND CHANNEL
TRANSITION BETWEEN ASPHALT TYPE B1 - REFER
AND GRASSED SWALE DRAIN IPWEAQ STD DRG RS-080
SECTION E
1:50 @ A1 S104
1:100 @ A3
1200 (190 'H' BLOCKS)
PROPERTY BOUNDARY
N12-400 HORIZONTAL
N16-400 VERTICAL
1000 (290 'H' BLOCKS)
N16-400 HORIZONTAL
4600 1800 3800
N16-200 VERTICAL
N12-300 TOP AND BOTTOM 2000
500
1 1
2.5%
300
4 4
12.5%
N16-200
400
600
PROPOSED SHIFTED CONCRETE
FOOTPATH - REFER IPWEAQ STD
DRG RS-065
300
1500
GRASS LINED SWALE DRAIN
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
RETAINING WALL DETAIL SECTION C SECTION F
1:25 @ A1 S104 1:25 @ A1 S104
0 0.2 0.4 0.6 0.8 1.0m
1:50 @ A3 1:50 @ A3
1:20 (A1) 1:40 (A3)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the NC OLIVER Designed Verified
101-105 EUMUNDI ROAD DETAILS AND SECTIONS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
PROPERTIES P/L NV SP NOOSAVILLE Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 16789-C107
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
B 03.08.18 GRASS SWALE AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 13.07.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
03.08.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
7 of 7 B
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