181109-360CC to PP MCU180165 IR Response · MCU18/0165

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Table 1 – Waste Management Plan for 25 Kauri St, Cooroy (MCU18/0165)

 Item                            Details
 Waste Generation Calculation    120L / wk / unit

 Recycled Waste General          120L / wk / unit
 Calculation

 Est. General Waste Generation   120L x 17units = 2,040L

 Est. Recycled Waste             120L x 17units = 2,040L
 Generation

 Proposed Bin Size and Qty for   1.1m3 plastic bin with rubber wheels
 General Waste                   2 x 1.1m3 plastic bins required for development

 Proposed Bin Size and Qty for   1.1m3 plastic bin with rubber wheels
 Recycled Waste                  2 x 1.1m3 plastic bins required for development

 Proposed Service Truck          Waste Collection Vehicle (single unit truck 12.5m turning
                                 template)

 Loading Arrangement             Rear loading truck required to service the 1.1m 3 bin

 Proposed Access Arrangement     Entry via either Kauri St or Olivine St and exit via either Kauri St
                                 or Olivine St. Straight drive in, drive out movement. No on-site
                                 reversing proposed or required due to internal road layout. The
                                 location of the bin storage area will enable the WCV to be fully
                                 contained within the site during the collection process.

 Bin Storage Area                All Design and Drafting Site Plan DA/02 details the location of the
                                 proposed bin storage area. It is located near the northern Kauri
                                 St access to the development site.

 Proposed Frequency of Waste     General Waste – Weekly
 Collection                      Recycled Waste - Fortnightly


NC Item 2
The proposed road widening for Kauri Street and Olivine Street.

NC Information Required for Item 2
The road widening works associated with the proposed development shall be as follow:
   a) The width for road widening along Kauri Street frontage to the site must provide a
       width of 11 m kerb to kerb, consistent with the existing road width south of Olivine
       Street.
   b) The road widening along Olivine Street must aim at achieving an overall carriage
       width of 8m kerb to kerb.
   c) Amend the relevant plans in accordance to the above.

Engineering Response to Item 2
360 Civil Consulting understand that both Kauri St and Olivine St, in front of the development
site, are designated as “Local” roads under Council’s Road Hierarchy. This road hierarchy
was confirmed with Council’s Engineering Development Engineer (Mr M. Lewis) during the
preliminary design stage to ensure that the design submitted was in accordance with Council’s
requirements.

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The preliminary design for the Kauri St and Olivine St road widths which was submitted to
Council for MCU18/0165 is also in accordance with the expired Development Approval for
the site which required “the Kauri Street frontage the new kerb and channel shall be aligned
so that it is located 8 metres offset from the existing kerb and channel on the western side of
Kauri Street measured from the nominal face of the kerb” and “the Olivine Street frontage
the new kerb and channel shall be aligned 12m offset from and parallel to the property
boundary and shall extend for the full frontage of the subject site. The works shall include
suitable tapers extending beyond the frontage of the subject site to smoothly join to the
existing pavement”.

Kauri St, north of the development site is also constructed to an 8m kerb to kerb width.

Based on this it is proposed that the development frontage to Kauri St be widened to achieved
a width of 8m kerb to kerb not an 11m kerb to kerb width.

Olivine St is currently constructed at approximately a 4.3m sealed width with v-drains either
side (no existing kerb and channel on either side). The Olivine St road widening that is
proposed as part of the 25 Kauri St development will achieve a 4m pavement width from the
existing Olivine St centreline to a new kerb invert along the development frontage.

As a result of the above comments and information, 360 Civil Consulting have not amended
the civil plans to reflect to items captured in Item 2 of Council’s Information Request.


End of 360 Civil Consulting Information Request Responses to Items 1 and 2.

Please do not hesitate to contact the undersigned if you have any queries regarding the
above responses to this information request.

Yours sincerely,



Beatrice Gibberd
Director / Principal Engineer
RPEQ No. 14557
360 Civil Consulting Pty Ltd