Minor Change Existing Approval - 132002.220212.3 (As Published).pdf

               27.    Given the western internal driveway (leading to Basement 3) is enclosed within a tunnel, it
                      shall be designed to ensure that a minimum head clearance of 2.2 metres is maintained at
                      all times. This distance shall take into account slab and beam depths, plus the provision of
                      services (pipes, ducting, sprinkler systems) to ensure that a minimum distance between the
                      floor and the ceiling complies with AS2890.1993.
               28.    The turning bay near the end of the western internal driveway shall be line-marked and sign
                      posted as a “Turning Bay” where “No Parking” is permitted”
               29.    Deleted.
               30.    A speed hump shall be provided on the exit ramp of the Basement 2 car park, in line with the
                      southern end of the proposed median that separates the entry and exit lanes to the basement
                      carpark.
               31.    The entire southern driveway access arrangements (which includes access to basements 1
                      & 2 and the Loading Area) shall be designed to avoid driver confusion. To this extent the
                      various components of the driveway shall be delineated by using appropriate line-markings,
                      signage, and contrasting colours (such as coloured pavements and the use of brick/paver
                      inlays) generally in accordance with the sketch plan by Ken Hicks & Associates, referred to
                      as SK-1, dated Jan 04.
                      In terms of driveway grades, the southern driveway shall be designed to conform to both AS
                      2890.1-1993 and AS2890.2-1989 and as generally depicted on the sketch plan by Ken Hicks
                      & Associates, referred to as SK-2, dated Jan 04.
               32.    A turn lane shall be line-marked for traffic entering the site destined for the Basement 1 car
                      park.
               33.    Plans submitted for Operational Works approval shall be accurately drawn to scale showing
                      ramp grades, levels, stormwater drainage pits and all line-marking and signage proposed.
               Carparking
               34.    Carparking shall be provided within the site as shown on the plans prepared by Marchese &
                      Partners Architects Pty Ltd numbered OW/06 B and OW/07 B – Basement 1, OW/04 B and
                      OW/05 B – Basement 2, DA 1.01 D – Basement 3 and as modified by this permit.
               35.    A minimum of 140 covered carpark spaces shall be provided on site, including 6 clearly
                      defined disabled carpark spaces.
               36.    The carparking area shall be designed to comply with the provisions of AS 2890.1-1993 and
                      the minimum head clearance (headroom) at any point shall be 2.2 metres (although head
                      clearance over a disable space shall be at least 2.5 metres).
               37.    The Basement 1 carpark (hotel parking) shall:-
                      37.1. Have at least 3 speed humps evenly distributed along the length of the carparking aisle.
                      37.2. Have the turning bay provided towards the northern end line-marked and sign posted
                            as a “Turning Bay” where “No Parking is permitted.
                      37.3. Maintain unrestricted access between the hours of 7.00am to 1.00am Monday to
                            Thursday and Sunday and 7.00am to 4.00am Friday and Saturday.
               38.    The carparking area shall be provided with a sealed or concrete pavement and drained by
                      gravity means. Plans and specifications for these works shall be submitted in conjunction
                      with an application for a Development Permit for Operational Works.
               39.    All carparking shall be kept maintained and line-marked in a condition fit for use.




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Document Set ID: 25012091
Version: 5, Version Date: 29/07/2026


[OCR of page images]
27.

28.

29.
30.

31.

32.

33.

Given the western internal driveway (leading to Basement 3) is enclosed within a tunnel, it
shall be designed to ensure that a minimum head clearance of 2.2 metres is maintained at
all times. This distance shall take into account slab and beam depths, plus the provision of
services (pipes, ducting, sprinkler systems) to ensure that a minimum distance between the
floor and the ceiling complies with AS2890.1993.

The turning bay near the end of the western internal driveway shall be line-marked and sign
posted as a “Turning Bay” where “No Parking” is permitted”

Deleted.

A speed hump shall be provided on the exit ramp of the Basement 2 car park, in line with the
southern end of the proposed median that separates the entry and exit lanes to the basement
carpark.

The entire southern driveway access arrangements (which includes access to basements 1
& 2 and the Loading Area) shall be designed to avoid driver confusion. To this extent the
various components of the driveway shall be delineated by using appropriate line-markings,
signage, and contrasting colours (such as coloured pavements and the use of brick/paver
inlays) generally in accordance with the sketch plan by Ken Hicks & Associates, referred to
as SK-1, dated Jan 04.

In terms of driveway grades, the southern driveway shall be designed to conform to both AS
2890.1-1993 and AS2890.2-1989 and as generally depicted on the sketch plan by Ken Hicks
& Associates, referred to as SK-2, dated Jan 04.

A turn lane shall be line-marked for traffic entering the site destined for the Basement 1 car
park.

Plans submitted for Operational Works approval shall be accurately drawn to scale showing
ramp grades, levels, stormwater drainage pits and all line-marking and signage proposed.

Carparking

34.

35.

36.

37.

38.

39.

Carparking shall be provided within the site as shown on the plans prepared by Marchese &
Partners Architects Pty Ltd numbered OW/06 B and OW/07 B — Basement 1, OW/04 B and
OW/05 B — Basement 2, DA 1.01 D — Basement 3 and as modified by this permit.

A minimum of 140 covered carpark spaces shall be provided on site, including 6 clearly
defined disabled carpark spaces.

The carparking area shall be designed to comply with the provisions of AS 2890.1-1993 and
the minimum head clearance (headroom) at any point shall be 2.2 metres (although head
clearance over a disable space shall be at least 2.5 metres).

The Basement 1 carpark (hotel parking) shall:-
37.1. Have at least 3 speed humps evenly distributed along the length of the carparking aisle.

37.2. Have the turning bay provided towards the northern end line-marked and sign posted
as a “Turning Bay” where “No Parking is permitted.

37.3. Maintain unrestricted access between the hours of 7.00am to 1.00am Monday to
Thursday and Sunday and 7.00am to 4.00am Friday and Saturday.

The carparking area shall be provided with a sealed or concrete pavement and drained by
gravity means. Plans and specifications for these works shall be submitted in conjunction
with an application for a Development Permit for Operational Works.

All carparking shall be kept maintained and line-marked in a condition fit for use.

Page 5 of 14

Document Set ID: 25012091
Version: 5, Version Date: 29/07/2026