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The purpose of this report is to
gain Council support for the proposed line markings and regulatory sign shown
in Attachment 1 (E2024/112998).
Council has received a Roads Act
application associated with a development approval for the construction
of a mixed-use development comprising basement parking, ground floor
cafe/restaurant and retail, two levels of shop top housing (total of eight),
rooftop pool, decking and associated plant at 9 Marvell Street, Byron Bay.
Conditions 13) of development
consent 10.2023.73.1 state:
Consent
required for Works within Road Reserve
Consent
from Council must be obtained for works within the road reserve pursuant to
Section 138 of the Roads Act 1993. Three (3) copies of engineering
construction plans must accompany the application for consent for works
within the road reserve.
Such
plans are to be in accordance with Council’s current Design &
Construction Manuals and are to provide for the following works:
a) Roadworks
in Fletcher Lane
(i) A driveway
in accordance with Council’s standard “Northern Rivers Local
Government Development Design & Construction Manuals and Standard
Drawings” and approved plans.
(ii) Kerb
and gutter, road pavement and associated drainage construction including any
necessary relocation of services as follows:
· across
the full frontage of the site;
· pavement
widening from the face of kerb up to the existing edge of seal;
· pavement
widening generally in accordance with IPWEAQ-SEQ R-170;
· kerb
and gutter to match the existing kerb and gutter west of the development
site;
· associated
drainage and other services utilities upgrading requirement; and
· signage.
b) Roadworks
in Marvell St
(i) Full width
footpath for the full frontage of the site in Marvell St
(ii) Footpath
design to meet part D4.2.13 of Chapter D4 of BDCP 2014.
(iii) Redundant
driveway to be removed.
(iv) Walkway and ramps
gradient to meet the accessible requirement in AS1428 and must transition
with the existing footpath levels with neighbouring sites in Marvell St
(v) Crossfall of 1 %
or 1:100 (maximum 2.5% or 1 in 40).
(vi) Awnings and structures
on the road reserve must be setback 1.0m from the kerb and gutter (invert).
The underside of the awning must be 3.2m minimum above the footpath level.
(vii) Structural engineers
certification from a practising structural engineer must be submitted with
the section 138 Roads Act Application certifying that the structural design
of the awning comply with relevant clauses of BCA.
(viii) Demolish the existing
invert crossing driveway in Marvell St and replace with upright kerb and
gutter.
Subject to Local
Traffic Committee Recommendation, road works in Marvell St to accommodate the
following: -
(ix) Demolish the existing
landscaped island and reconstruct the landscaped island to accommodate a
45° SRV loading bay.
(x) Construct 1
× 45° SRV loading bay in accordance with AS2890.2.
(xi) Install marking to
guide traffic between Fletcher St to Middleton St in Marvell St to cater for
the 45° SRV loading bay. Minimum offset distance of 7.2m is required
between the existing kerb and gutter (invert) and the furtherest corner of
the loading bay.
(i) Install a
time limited SRV loading bay signage showing loading bay hours of operation
between 8am to 6pm only.
(ii) Install
intermittent centreline marking between Fletcher St to Middleton St in
Marvell St (minimum travel lane to be 3.5m).
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