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Appendix C RPEQ Engineering - Response to Information Request - 14-16 Mary Street, Noosaville - Bounce Hostels
Attached to the e-mail Information Response (Engineering response & Waste Plan) - MCU18/0102.
MAX HEIGHT
RL 11.200 m
° 20.0
20.0 °
2500
LEVEL 1 CEILING
RL 8.700 m
2700
LEVEL 2 - MASTER PLAN
RL 6.000 m
5200 NOM
3300
RL 1.80 nominal
Site Boundary
New Kerb Level
RL 2.400 m
2300
Q100 FLOOD LEVEL
GROUND LEVEL
2.5% RL 2.700 m
600
3200
1:5.2 1:5.2
2300
BASEMENT LEVEL
RL -0.500 m
APPROXIMATE DRIVEWAY PROFILE WITH FLOOD BARRIER APPROXIMATE DRIVEWAY PROFILE REQUIRED TO REMOVE FLOOD BARRIER
PROPOSED BASEMENT CAR PARK PROFILE
PROPOSED 2.0m WIDE CONCRETE PATH
JOIN NEATLY TO EXISTING AT EXTENTS
PROPOSED KERB AND CHANNEL
FALL FALL
APPROXIMATE CREST OF ROAD
EXISTING
4300
PROPOSED KERB & CHANNEL
EXISTING
3200
J:\2017\17699SD1_Subdivision_14-16_Mary_Street_Noosaville\4.CADD\#ACAD\17699_SK100.dwg
PROPOSED FRONTAGE WORKS
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to JF DR
copyright in accordance with the FUQIANG Designed Verified
BOUNCE HOSTEL FRONTAGE WORKS AND 1 : 100 A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
INVESTMENTS PTY LTD DR DR 14-16 MARY STREET, NOOSAVILLE BASEMENT CAR PARK PROFILE Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 17699-SK100
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
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 17.08.18 PRELIMINARY ISSUE JF 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
OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
1OF 1 A
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