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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.
Appendix C – RPEQ Engineering Response to Information Request (MCU18/0102) MATERIAL CHANGE OF USE TO ESTABLISH RESIDENTIAL USES - VISITOR ACCOMMODATION TYPE 4 CONVENTIONAL 14-16 Mary Street, NOOSAVILLE described as Lots 3 & 4 on RP 122928 Applicant: Bounce Hostel Noosa Pty Ltd ATF The Bounce Hostel Unit Trust Unit 5, 100 Pickering Street, Enoggera 1
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Page 2
RESPONSE TO INFORMATION REQUEST
ENGINEERING ITEMS
Address: 14-16 Mary Street, Noosaville
Applicant/Client: Bounce Hostels
MCU 18/0102
Item 2 & 3.
Please find attached plan showing proposed kerb alignment and footpath. Kerb alignment has been
based on proposed lane width of 3.5 and a 4.0m wide shoulder, however it should be noted that the
existing lane width is only 3.2m. The drawing also shows an indicative cross section through the
basement driveway. Please note that additional detail will be provided with the detailed design as
part of the Operational Works application.
Item 4.
Although the kerb line has moved further away from the front property boundary it is not possible
to provide a graded driveway entry to the basement carpark that provides the 1%AEP flood
immunity, and hence removal of the proposed flood barrier, without major impact on the proposed
buildings. The attached sketch shows the longitudinal profile of the driveway required to provide the
1% AEP flood immunity which would result in the loss of the first two units (4 in total) of the western
building. Note it is not possible to push the building back due to the location of the existing sewer.
Item 6.
Please find attached preliminary drainage plans for the site. Detailed drainage plans will be provided
at detailed design stage by the hydraulic consultant.
Prepared by
Doug Reynolds (RPEQ 9072)
Tod Consulting Pty Ltd
17 August 2018
1
17699 - Bounce Hostel, 16 Mary Street Noosaville – Response to MCU Information Request – Rev A
Page 3
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
Page 4
DP DP
DP DP
FEMALE
MALE
clear of sewer line
UP
UP
PAVED PATHWAY
PAVED PATHWAY
3000
DP DP DP DP
SMH SMH
Sewer line
3000
DP DP DP
DP
TV
POOL
SUN DECK
DRYING
LOUNGE
ENS
COURT
TV
line of deck over
COMMUNAL KITCHEN
POOL PUMP AND
ENS
STORAGE UNDER
line of deck over
TV
DINING
ENS
BASEMENT CAR PARK
DN
TV
2500 LITRE UNDERGROUND
COLD ROOM PANTRY
STORAGE TANK WITH PUMP OUT
ENS
300mm WIDE GRATED DRAIN AT BASE OF RAMP.
DRYING
COURT
DRAINS TO UNDERGROUND STORAGE TANK.
UP
TV
UP
ENS
ESPRESSO BAR
motorbike
ENS
parking
LIFT
DRY STORE
TV
Travel Desk
UNISEX
AMBULANT
UNISEX
PWD
DP DP DP 1:14.5 DP
Wheelchair Ramp Access
Down to basement car park
LOCKERS / LUGGAGE
UP
RISING MAIN PIPE TO RISE TO RL 2.4m,
STORE
IN PLANTER BOX, BEFORE DROPPING VEHICULAR
RECEPTION TO KERB ADAPTER LEVEL. RAMP
DP DP
Bin Enclosure
Bunded
NON-RETURN VALVE , IN PLANTER BOX,
TO PREVENT FLOOD WATERS FLOWING
THROUGH PIPE TO BASEMENT.
J:\2017\17699SD1_Subdivision_14-16_Mary_Street_Noosaville\4.CADD\#ACAD\17699_SK101.dwg
CONNECT OUTLETS TO NEW KERB & CHANNEL WITH KERB ADAPTORS
SITE DRAINAGE PLAN BASEMENT DRAINAGE PLAN
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 PRELIMINARY DRAINAGE PLAN 1 : 125 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 Drawing Number
Approved RPEQ No
used for this specific project.
D. REYNOLDS 9072 RDP 17699-SK101
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