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RFI - engineering response.pdf
8 December 2021
SCG Ref: 31131(L1)
By email: [email protected]
Davrus Pty Ltd
C/- Pivotal Perspective Pty Ltd
4/59 Mary Street
Noosaville Q 4566
Dear Sir
Re: MCU21/0156 ~ 89, 91 & 93 Eumundi Noosa Road, Noosaville
We have reviewed Noosa Council’s request for information dated 29 October 2021 and provide our response to
the Engineering related items.
Issue 7 - Earthworks
We have produced a Bulk Earthworks Plan together with a plan showing sections cut through the length of
the site showing the extent of the proposed works. These drawings are numbered 31131-C3.1 & C3.2.
Issue 9 - Sewer Network
Hydraulics Consultants MRP have provided a plan indicating sewer pumping facilities for the site. This
includes the bin wash down area. A copy of the MRP plan (No. 210892 H-102) is attached for Council’s
assessment.
Issue 10 – Traffic Engineering
We have expanded the information supplied on our previously issued drawings which includes the
following:
• We have shown a proposed extension of the existing central medium in Noosa–Eumundi Road to a
point past the southern edge of the proposed driveway providing access to the site ensuring left in,
left out to the site.
• We have made contact with Cleanaway to confirm the actual truck dimensions that would be used
to service the site, (Dennis Eagle Elite 2, 6 x 4 chassis). We have updated our model to match this
vehicle. As a result, a minor reconfiguration of the driveway turning head was required. As was the
upper floor overhang of unit 8. Our turning template drawing has been revised to show these
changes. The architectural plans have also been revised to provide head clearance for the WCV.
• We have expanded our previously issued driveway and access plan to include additional information
such as driveway widths. We produced an additional plan which provides driveway levels and grades
including a long section along the driveway.
[OCR of page images]
8 December 2021
SCG Ref: 31131(L1)
By email: [email protected]
Davrus Pty Ltd
C/- Pivotal Perspective Pty Ltd
4/59 Mary Street
Noosaville Q 4566
Dear Sir
Re: MCU21/0156 ~ 89, 91 & 93 Eumundi Noosa Road, Noosaville
We have reviewed Noosa Council’s request for information dated 29 October 2021 and provide our response to
the Engineering related items.
Issue 7 - Earthworks
We have produced a Bulk Earthworks Plan together with a plan showing sections cut through the length of
the site showing the extent of the proposed works. These drawings are numbered 31131-C3.1 & C3.2.
Issue 9 - Sewer Network
Hydraulics Consultants MRP have provided a plan indicating sewer pumping facilities for the site. This
includes the bin wash down area. A copy of the MRP plan (No. 210892 H-102) is attached for Council’s
assessment.
Issue 10 — Traffic Engineering
We have expanded the information supplied on our previously issued drawings which includes the
following:
° We have shown a proposed extension of the existing central medium in Noosa—Eumundi Road to a
point past the southern edge of the proposed driveway providing access to the site ensuring left in,
left out to the site.
. We have made contact with Cleanaway to confirm the actual truck dimensions that would be used
to service the site, (Dennis Eagle Elite 2, 6 x 4 chassis). We have updated our model to match this
vehicle. As a result, a minor reconfiguration of the driveway turning head was required. As was the
upper floor overhang of unit 8. Our turning template drawing has been revised to show these
changes. The architectural plans have also been revised to provide head clearance for the WCV.
° We have expanded our previously issued driveway and access plan to include additional information
such as driveway widths. We produced an additional plan which provides driveway levels and grades
including a long section along the driveway.
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• We have previously supplied a drawing indicating vehicle swept paths entering and existing the
proposed garages. We have reviewed this drawing and have included some additional paths. We
are satisfied the paths supplied demonstrate code compliant movements within the site.
• Pedestrian access paths have been shown by the Architect and reflected on our revised plans.
The above information is presented in our drawings 31131 - C6.1, C6.2 and C7.1 are attached.
Issue 11 – Stormwater
We have compiled a site based Stormwater Management Report for the site (No. 31131(SWMP)). We
have also compiled associated drawings which reflect the results of our assessment and associated design
for the proposed site.
In brief the following factors and outcomes have resulted from our assessment:
• The proposed site has been assessed via hydraulic modelling using PC-DRAINS and ARR2019
ensembles.
• The assessment considered the impacts the proposed development will have on the surrounding
area and existing infrastructure. This was done with due consideration to existing catchment areas
and Council infrastructure.
• Our assessment and design proposals confirmed not net impact on the existing infrastructure or
surrounding properties will prevail as a result of the development.
Our revised stormwater drainage plan and additional detail and calculation sheets 31131 – SW1.1, SW1.2, SW1.3,
SW1.4 and SW1.5 are attached
Issue 12 – Driveway Aisle Widths
The minimum aisle widths are shown as 6.1m.
The proposed garage door widths are in the order of 2.9m. This results in a minimum aisle width
requirement of 5.8m when considering Clause 5.4 of AS2890.01-2004 Off Street Parking.
We have attached our previously issued drawings with amendments discussed herein together with the additional
drawings and Stormwater Management Report.
Please do not hesitate to contact our office should any further information be required.
Yours faithfully
SEAN RICHARDSON – RPEQ 5835
For and on behalf of
SCG CONSULTING ENGINEERS
Enc SCG Drawings Numbers: 31131-C3.1/3.2, C6.1/6.2, C7.1, SW1.1/1.2/1.3/1.4/1.5
SCG Stormwater Management Report Number: 31131(SWMP)
MRP Drawing Number: - 210892 H-102
SCG Consulting Engineers Page 2 of 2 SCG Ref: 31131(L1)
[OCR of page images]
° We have previously supplied a drawing indicating vehicle swept paths entering and existing the
proposed garages. We have reviewed this drawing and have included some additional paths. We
are satisfied the paths supplied demonstrate code compliant movements within the site.
. Pedestrian access paths have been shown by the Architect and reflected on our revised plans.
The above information is presented in our drawings 31131 - C6.1, C6.2 and C7.1 are attached.
Issue 11 — Stormwater
We have compiled a site based Stormwater Management Report for the site (No. 31131(SWMP)). We
have also compiled associated drawings which reflect the results of our assessment and associated design
for the proposed site.
In brief the following factors and outcomes have resulted from our assessment:
. The proposed site has been assessed via hydraulic modelling using PC-DRAINS and ARR2019
ensembles.
. The assessment considered the impacts the proposed development will have on the surrounding
area and existing infrastructure. This was done with due consideration to existing catchment areas
and Council infrastructure.
. Our assessment and design proposals confirmed not net impact on the existing infrastructure or
surrounding properties will prevail as a result of the development.
Our revised stormwater drainage plan and additional detail and calculation sheets 31131 —SW1.1, SW1.2, SW1.3,
SW1.4 and SW1.5 are attached
Issue 12 — Driveway Aisle Widths
The minimum aisle widths are shown as 6.1m.
The proposed garage door widths are in the order of 2.9m. This results in a minimum aisle width
requirement of 5.8m when considering Clause 5.4 of AS2890.01-2004 Off Street Parking.
We have attached our previously issued drawings with amendments discussed herein together with the additional
drawings and Stormwater Management Report.
Please do not hesitate to contact our office should any further information be required.
Yours faithfully
f
NJ
/
SEAN RICHARDSON — RPEQ 5835
For and on behalf of
SCG CONSULTING ENGINEERS
Enc SCG Drawings Numbers: 31131-C3.1/3.2, C6.1/6.2, C7.1, SW1.1/1.2/1.3/1.4/1.5
SCG Stormwater Management Report Number: 31131(SWMP)
MRP Drawing Number: - 210892 H-102
SCG Consulting Engineers Page 2 of 2 SCG Ref: 31131(L1)