attachment cover pages 12 march - city of onkaparinga...form be masked in the event it is reproduced...

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SEPARATE ATTACHMENT

145/2779/2014 Mr M Beesley

Item 3.1 Attachment 1.1 Plans and supporting documents

Please note that attachments on our website are separate to each report. If these documents are reproduced in any way, including saving and printing, it is an infringement of copyright under the Copyright Act 1968(Cth) (the Act). By downloading this information, you acknowledge and agree that you will be bound by the provisions of the Act and will not reproduce these documents without the express written permission of the copyright owner.

16

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cravGF Development Application Form(Office use) Application Number: 145,

^S^^BB!^ff^8Kftt:^K-SS3;ili^iS!!S:^?^B^^^8^S^^ffi^BRi11'^®'%S?t!':^^^^^^Full name: Mark Beesley

Address:

Postal address:

First name

L 1/9 King William StreetStreet name

As above

Middle name Last name

Kent Town SA 5067Suburb Postcode

Phone no: Jh)_

Email:

(w) (08) 8132 3999 (m)

Address:

Postal address:

Phone no: (h)Email:

Full name: ..AnthonyRrst name Middle name

RinaldiLast name

Address: 100 Greenhill Road Unley 5061Street name

As Above

Suburb Postcode

Postal address:

Email: [email protected]

|^rrtact;for^rthe^ihforT^ ~^\. ^fe^;;^^'ry%;isi?a;£ ':'S^SSVES&S

Full name: JularjkFirst name

Beesley

Phone no: (h)

Email: [email protected]

Middle name

(w) (08) 8132 3999Last name

JmL

DESCRIPTION OF PROPOSED DEVELOPMENT (e.g. dwelling addition, shed, change of land use, regulated tree removal etc.):New single storey medical centre building & associated car park & site works

I wish to apply for(tick only one)

Development Plan Consent Q Building Rules Consent C] Development Approval(planning only) (building only) (both planning & building)

Existing Use: Vacant Allotment Estimated development cost $37Q,PQQW(GST Inclusive)

BUILDING RULES CLASSIFICATION: Classification Sought: 5 Present Classification:

LOCATION OF PROPOSED DEVELOPMENT

House no: Street Old Coach Road

Lot no: 2

Suburb Aldinga

Deposited Plan no: __8Q530__ File Plan no:

SEWER AVAILABLE: YES ^ NO DStrata Plan no:

CONSTRUCTION INDUSTRY TRAINING BOARD LEVY is payable on any proposed development needing Building Rulesassessment with an estimated cost exceeding $15,000 Required? (Tick relevant box) ^ Yes Q No

PUBLIC DISPLAY AND COPYING OF APPLICATION DOCUMENTS & INFORMATION

I acknowledge that copies of this application and supporting documentation maybe provided to interested persons in accordance with theDevelopment Regulations 2008.1 will contact council's Development Services section if I wish to request that any personal details on thisform be masked in the event it is reproduced on the council's website, either for public notification purposes or as an attachment to aDevelopment Assessment Panel report.

I declare the information that I have provided on this application form is correct to the best of my knowledge and that I have the authority ofany copyright holder for the public display and copying of any material I lodge.

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Consultant Traffic EngineersABN 67 093 665 680

204 Young StreetUnleySA5061

P: 08 8271 5999F: 08 8271 5668E: [email protected]

File: 120-14

29 September 2014

Mr John GalluccioManaging DirectorStudio Nine ArchitectsLevel 1 / 9 King William StreetKENT TOWN SA 5067

Dear Mr Galluccio,

PROPOSED MEDICAL CENTRE - LOT 2 OLD COACH ROAD, ALDINGA - TRAFFIC ANDPARKING ASSESSMENT

I refer to our recent discussions relating to the proposed construction of a medical centre andassociated parking on the above site.

As requested I have undertaken the following review of the traffic and parking related aspects of thesubject development.

EXISTING SITUATION

The subject site is located on the eastern side of Old Coach Road, Aldinga, to the north of theintersection of Old Coach Road with Old Main South Road.

The subject site is currently undeveloped and has a frontage of approximately 25m to Old CoachRoad. The site is currently accessible to vehicular traffic by means of a gravel driveway located onthe northern boundary of the site.

Old Coach Road has a pavement width of approximately 6.5m and provides a single lane of traffic ineach direction. The boundary to boundary width of Old Coach Road adjacent to the site appears tobe approximately 20m. The section of Old Coach Road adjacent to the subject site has raisedverges on each side of the road, with the site located on the northern side of a slight crest verticalcurve.

The speed limit along the subject section of Old Coach Road reduces from 60 km/h to 50 km/h (fortraffic travelling in a southbound direction) with the change in speed zone occurring essentially in linewith the southern boundary of the site.

23

Old Coach Road, in the vicinity of the subject site, is subject to potential road widening (to 26m)given the requirements of the Development Constraints Overlay Map Onka/92 and the associatedTable within Council's Development plan (Table Onka/2). However the opportunity for such wideningto occur on the eastern side of Old Coach Road (if required), would appear to be severely limited,given the location of the heritage listed building to the immediate south of the subject site. Thisbuilding is understood to be located on the eastern boundary of the road reserve.

Details of traffic volumes on Old Coach Road have been obtained from the City of Onkaparinga. I amadvised that the 7 day average traffic volume on this section of roadway is approximately 5500 vpd.This is based on a count undertaken by Council in May 2011 on Old Coach Road at a locationbetween Old Main South Road and Port Road.

PROPOSED DEVELOPMENT

The proposed development is identified on the Proposed Site Plan prepared by your office (DrawingNo. 0905-038-SK01). I note that the development includes:-

• Construction of a single storey building with a gross floor area of 250m2 to accommodate amedical centre, comprising:-

> Four consulting rooms for use by general practitioners,

> A Pathology room,

> A Treatment room,

> A Chronic Diseases room,

> A Practice Manager's Office,

> An office / administration room,

> A Secure File store,

> A Medicinal store,

> A kitchen,

> A reception, and

> A waiting area,

• Provision of 19 on-site car parking spaces including one space for use by the disabled and anadjacent shared area, and

• A new 6.1m wide access point onto Old Coach Road. This access point will be locatedapproximately 6m to the south of the northern boundary of the site.

The specialist consulting rooms will be in use only during weekday periods and will not be in use inevening periods or on weekends.

The operating hours of the above facility will be 8.00am to 8.00pm seven days a week.

24

The number of GP's on site at any one time to be accommodated within the centre is likely to be lessthan the total number of consulting rooms available to GP's, given that doctors will work in shifts witha number of GP's working limited hours on some days.

Minor procedures and examinations only are to be carried out within the centre. The proposedMedical Centre will not provide emergency services.

The design of the at-grade car parking area provides:-

• car parking spaces of 2.6m in width for patients and 2.4m in width for staff,

• car parking spaces of 5.4m in length or 4.8m where provision has been made for cars tooverhang the landscaping area on the northern side of the site. Such an overhang will belimited to 600mm and is contemplated by the relevant off-street car parking standard, and

• an aisle width of 6.1m.

A total of 6 staff spaces are to be provided in the form of 3 pairs of 'stacked' or tandem spaces.These spaces are to be located at the rear of the site, behind the proposed development. Theremaining spaces will be used mostly by patients of the subject facility and will each be individuallyaccessible.

The design of the subject car park will provide a setback of approximately 6m between the nearestcar parking spaces on both sides of the car park aisleway and the western boundary of the site,thereby minimising any potential conflicts with a car entering the site and a vehicle being reversedfrom the nearest spaces. Notwithstanding this there is sufficient depth between the edge of theroadway and the boundary of the site (approximately 6m) to store a car even in the unlikely eventthat a driver is reversing from those spaces closest to the western boundary of the subject site.

The space for use by the disabled is 2.4m wide with an adjacent shared area of the same width.

As such, I consider that the design of the on-site car parking area would conform to the requirementsof the relevant off-street car parking standards (AS/NZS 2890.1:2004 and AS/NZS 2890.6:2009).

PARKING ASSESSMENT

Table Onka/3 Off Street Vehicle Parking Requirements within the Onkaparinga DevelopmentPlan identifies car parking provisions as follows:-

• Consulting Room - 10 spaces per 100m2 gla

On this basis there would be a requirement to provide a total of 25 spaces associated with thesubject development.

However, as previously identified, the proposed development will operate over extended periods andit is unlikely that all general practitioners will be on site at any one time. This operational practicereflects the extended hours of the centre and that each general practitioner will generally beallocated a specific room.

Based on my previous experience of similar developments I consider that the peak use of theserooms will be 60% to 70% capacity, with potentially only three rooms in use at any one time.

25

A general practice medical centre such as that proposed would typically generate a peak parkingdemand of 5 car parking spaces per consulting room. Based on three of the general practiceconsulting rooms being in use at any one time, this would equate to a demand for 15 spaces with theoverall parking demand potentially increasing to 20 spaces in the event that four of the consultingrooms are in use.

As previously identified, the proposed development will provide a total of 19 on-site car parkingspaces. Hence, I consider that the overall parking demand associated with the subject developmentwould mostly be met on site with infrequent occasions when this demand is exceeded. However, Inote that there is an opportunity for parking to occur on both sides of Old Coach Road to the south ofthe subject site without adverse traffic impacts on this roadway.

TRAFFIC ASSESSMENT

A general practice medical facility (Doctors surgery) would typically generate of the order of:-

• 70 trips per doctor per day,or

• 7 trips per doctor in peak hour periods.

On this basis it is anticipated that there would be at most approximately 30 trips (15 in / 15 out) inany one hour period. These forecast volumes are summarised by direction of movement withinFigure 1 below.

"0(0Q(£"0(D00-D

0

400

/T\

N

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200

Figure 1: Forecast peak hour traffic volumes associated with the proposed medical centre

Entry and exit traffic will occur from the proposed access point on Old Coach Road with unrestrictedaccess into and out of the site.

26

A review of the car park design using Autotrack turning path software has identified that it would bepossible for the driver of a B85 car to turn within the car parking area at the rear of the site (adjacentto the staff parking spaces) without the need for multiple forward and reversing movements (Figure2).

I have also reviewed the ability of a large refuse vehicle to turn on site in after hour periods (Figure3) in the event that waste / recycling is to be collected by a Waste Contractor.

Given the relatively low volume of traffic on Old Coach Road and assuming that two-thirds of theentry movements would be right turn in, I have identified (using SIDRA Intersection AnalysisSoftware) that there would be:-

• A peak queue (at the 98 percentile probability level) of only one car waiting to turn into thesubject site, and

• The average delay to drivers waiting to turn right into the site during the pm peak hour periodwould be equivalent to 10.3 seconds.

The proposed development will include a dedicated refuse area at the rear of the site. This facilitywill need to be serviced by a waste contractor in after hour periods. A review of the design indicatesthat it would be possible to access the rear of the car park with an Medium Rigid Vehicle (MRV).Such a design vehicle is typical of the size of vehicle likely to be used by a waste contractor. On thisbasis it is considered that servicing of refuse can be readily accommodated on site.

In respect to deliveries of materials and equipment, it is understood that deliveries to similar MedicalCentres are normally conducted at the start of the day (from 7.00am). Such service deliveries are notof a bulky nature and goods are typically transported by commercial vans, which could beaccommodated within the car parking area of the subject development. Accordingly, it is notproposed to provide a dedicated delivery bay.

SUMMARY AND CONCLUSIONS

In conclusion, it is considered that the proposed Medical Centre will generally provide sufficient carparking on the subject site to accommodate typical levels of parking demand associated with such ause. It is also identified that on-street parking opportunities are available on both sides of Old CoachRoad to the south of the subject site. Such parking would address any potential shortfall of carparking during peak periods at the subject facility.

A review of potential traffic movements associated with the subject development has shown thatpeak hour traffic movements will not result in capacity issues on the adjacent road network.

On this basis, it is therefore concluded that the proposed development will not result adverse trafficor parking related issues.

Yours sincerely

MOVEMENT SUMMARY Site: Giveway 3-way 2-Lane MajorL

Old Coach RoadAldinga - proposed medical centre accessGiveway / Yield (Two-Way)

Movement Performance - Vehicles

Mov ID TurnDemand

Flow HVveh/h %

Deg. Average Level of 95% Back of Queue Prop. Effective AverageSatn Delay Service Vehicles Distance Queued Stop Rate Speedv/c sec veh

South: Old Coach Road - southern approach

11 T 211 3.0 0.119 1.8 LOSA 0.9 6.1 0.50 0.00 51.2

12 R 11 0.0 0.119 10.3 LOSB 0.9 6.1 0.50 0.97 49.2

Approach 221 2.9 0.119 2.2 NA 0.9 6.1 0.50 0.05 51.1

East: access point

1 L 5 0.0 0.020 10.8 LOS B 0.1 0.5 0.49 0.65 46.1

3 R 11 0.0 0.020 11.1 LOSB 0.1 0.5 0.49 0.76 45.9

Approach 16 0.0 0.020

North: Old Coach Road - northern pproach

4 L 5 0.0 0.223

5 T 421 3.0 0.223

11.0

8.2

0.0

LOS B

LOS ALOS A

0.1

0.0

0.0

0.5

0.0

0.0

0.49

0.00

0.00

0.72

1.08

0.00

46.0

49.0

60.0

Approach

All Vehicles

426

663

3.0

2.9

0.223

0.223

0.1

1.0

NA

NA

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0.9

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0.18

0.01

0.04

59.8

56.2

Level of Service (LOS) Method: Delay (HCM 2000).Vehicle movement LOS values are based on average delay per movement

Minor Road Approach LOS values are based on average delay for all vehicle movements.

NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not agood LOS measure due to zero delays associated with major road movements.SIDRA Standard Delay Model used.

Processed: Monday, 22 September 2014 4:44:35 PM Copyright © 2000-2011 Akcelik and Associates My LtdSIDRA INTERSECTION 5.1.13.2093 www.sidrasolutions.comProject: C:\Users\Phil\Desktop\01d Coach Road, AIdinga - medical centre access.sip8001138, PHIL WEAVER AND ASSOCITES PTY LTD, SINGLE

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