1. Introduction 2. - Auckland Council...Issued for Resource Consent application Mr Donald Reid...
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Issued for Resource Consent application Mr Donald Reid Director PO Box 37-292 Parnell TDG Ref: 15003.000 Auckland 25 May 2018 Issued via email: [email protected] Dear Donald, Mairangi Bay Development – Transportation Assessment 423-427 Beach Road, Mairangi Bay We are pleased to provide the following assessment of the proposed Mairangi Bay mixed-use development at 423 - 427 Beach Road, Mairangi Bay. 1. Introduction A residential and retail mixed-use development is proposed at 423 – 427 Beach Road in Mairangi Bay, Auckland. This report provides an assessment of the transport and traffic aspects of the development together with an assessment of compliance with respect to the Auckland Unitary Plan Operative in Parts Updated 8 March 2018 (AUP). 2. Proposal The proposed development comprises of 18 apartments on three levels and a retail area on the ground level with a total Gross Floor Area (GFA) of 248 m 2 . The configuration of apartments is shown in Table 1 below and floor plan drawings are attached in the resource consent application document. Apartment Type NO. OF APARTMENTS 1-bedroom 2-bedroom 3-bedroom Total A 0 0 4 4 B 4 0 0 4 C 0 4 0 4 D 0 0 2 2 E 0 0 2 2 F 0 0 2 2 Total 4 4 10 18 Table 1: Configuration of Apartments
Transcript of 1. Introduction 2. - Auckland Council...Issued for Resource Consent application Mr Donald Reid...
Issued for Resource Consent application
Mr Donald Reid Director PO Box 37-292 Parnell TDG Ref: 15003.000 Auckland 25 May 2018 Issued via email: [email protected] Dear Donald,
Mairangi Bay Development – Transportation Assessment 423-427 Beach Road, Mairangi Bay
We are pleased to provide the following assessment of the proposed Mairangi Bay mixed-use development at 423 - 427 Beach Road, Mairangi Bay.
1. Introduction
A residential and retail mixed-use development is proposed at 423 – 427 Beach Road in Mairangi Bay, Auckland. This report provides an assessment of the transport and traffic aspects of the development together with an assessment of compliance with respect to the Auckland Unitary Plan Operative in Parts Updated 8 March 2018 (AUP).
2. Proposal
The proposed development comprises of 18 apartments on three levels and a retail area on the ground level with a total Gross Floor Area (GFA) of 248 m2. The configuration of apartments is shown in Table 1 below and floor plan drawings are attached in the resource consent application document.
Apartment Type
NO. OF APARTMENTS
1-bedroom 2-bedroom 3-bedroom Total
A 0 0 4 4
B 4 0 0 4
C 0 4 0 4
D 0 0 2 2
E 0 0 2 2
F 0 0 2 2
Total 4 4 10 18
Table 1: Configuration of Apartments
15003 TA 180525 FINAL v2.docx Page 2
Issued for Resource Consent application
The proposed development includes 20 on-site car parking spaces in Carparks A and B reserved for residents, with no specific allocations. The parking spaces are arranged within the development as follows:
◼ Fifteen car parking spaces in Carpark A, connected via a 3.2 m-wide single lane, two-way ramp and access to a service lane that forms the eastern boundary of the site;
◼ Two double garages in Carpark B, with door widths of 6.8 m; and
◼ One single garage in Carpark B, with a door width of 3.3 m.
The three existing on-street parking spaces along the Beach Road frontage are to be retained and it is proposed to convert the southern most of these three kerbside spaces into an accessible parking space.
3. Access
The Ground Level Floor Plan as attached in the Resource Consent application depicts the following access elements of the proposed development.
3.1 Retail
The two retail units face Beach Road along the western frontage of the site with no direct rear access. Patrons may also access the retail areas from the public carpark via the laneway along the southern boundary of the site as shown in Figure 1.
Figure 1: Pedestrian Route from Public Carpark at Rear
3.2 Residents Carpark A and Incoming Vehicle Indicators
A 3.1m-wide ramp connects between the service lane and Carpark A for both entering and exiting vehicles. The single lane, two-way nature of the ramp generates a technical non-compliance with respect to the AUP required minimum two-way width of 5.5m.
The proposed ramp has adequate width for one vehicle at a time with an incoming vehicle indicator system to forewarn the exiting vehicle and give-way to incoming vehicles.
15003 TA 180525 FINAL v2.docx Page 3
Issued for Resource Consent application
Exiting vehicles will be given sufficient notice of the incoming vehicle from the indicator system and will be expected to wait at the marked location until the incoming vehicle has accessed the parking garage level. A convex mirror is provided to enhance drivers’ visibility through the corner.
Figure 2 shows an excerpt of Carpark A with the proposed give-way limit line and the operation of the incoming vehicle indicator together with the swept path of the AUP’s 85th percentile design vehicle.
The installation of the indicators is detailed in the “423 Beach Road Mairangi Bay Building Services Preliminary Design Features Report” by 22 degrees, dated February 2018 (“the 22 Degrees report”) as part of the Resource Consent application.
The Carpark A access will also be fitted with a roller shutter, as detailed in the Ground Floor Reference Plan in the Resource Consent application.
3.3 Laneway
The existing service lane along the southern boundary of the site is to be converted to a pedestrian laneway, serving the retail patrons as well as residents walking out towards Beach Road.
The laneway is a total of 2.4m to 4.1m wide with 1 in 20 gradient in its eastern section, and will provide a clear width of a minimum of 1.5m-wide of street furniture including structural columns of the development and vegetation. This complies with the Auckland Transport Code of Practice (ATCOP) standard for footpaths in town centre locations.
Gates on both ends of the laneway will be closed to public outside operational hours; however the laneway will be accessible to residents outside of these hours.
3.4 Public Service Lane
Residents may access Carpark A and Carpark B from both Montrose Terrace and Sidmouth Street off Beach Road, via the existing public service lane. The service lane is 6m in width, currently un-marked generally flat in longitudinal gradient, and operating in a two-lane, two-way fashion. This existing configuration complies with the ATCOP requirements for a local road and is not proposed to be amended as part of this application.
3.5 Firefighting Access
The details of the firefighting access are included in the Holmes Fire Design Advice (20 February 2018) (“the Holmes Fire report”).
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X:\brAKL\15000\15003\DWGs\15003A1C.dwg
Tuesday, 20 M
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DATE DESCRIPTIONREV
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1715_A201_GROUND FLOOR REFERENCE PLAN_REVD.dwg (recieived 24.04.18)--------
Updated plan sourced from Herbst Maxcey Metropolitan Architects Ltd - 03.05.18C
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Sourced from - 1715_SK_SK02_Ground Floor_rev C.dwg (recevied 24.01.18)25.01.18A
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423 BEACH ROAD, MAIRANGI BAY, AUCKLAND
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AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
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(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
15003 TA 180525 FINAL v2.docx Page 5
Issued for Resource Consent application
4. Parking
4.1 Provision for Residents
The AUP has no minimum and maximum parking requirements on residential activity in this zone. For convenience of its residents, the development will provide a total of 20 car parking spaces on-site in Carpark A and Carpark B. Figure 2 shows the layout of car parks.
4.1.1 Accessible Parking Space
One accessible parking space is required by the Zealand Standard 4121 Design for Access and Mobility – Buildings and Associated Facilities (NZS: 4121-2001). However, no accessible parking spaces are proposed, as the parking spaces are reserved for residents only.
4.1.2 Carpark A
Residents may access Carpark A from the public service lane, connected to Montrose Terrace and Sidmouth Street both of which connects to Beach Road.
Figure 3 and Figure 4 show the swept path analysis of Car Park A with the AUP’s 85th percentile design vehicle, all parking spaces can be accessed in both forward and reverse directions with the following exceptions:
◼ Parking Space No. 09 can only be accessed in reverse direction, and
◼ Parking Spaces No. 08 and 15 can only be accessed in a forward direction.
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PARKING SPACE#09 - OUTBOUND PARKING SPACE#08 - OUTBOUND
PARKING SPACE#08 - INBOUNDPARKING SPACE#09 - INBOUND
Lock to Lock Time
Width
Track
:
:
:
meters
Unitary Car85 2013
4.0
1.77
1.87
2.800.92
4.91
Steering Angle 34.1:
X:\brAKL\15000\15003\DWGs\15003A1C.dwg
Tuesday, 20 M
arch 2018 11:53:05 a.m
.
DATE DESCRIPTIONREV
DRAWN:
DATE:
SCALE:
DWG NO:
DRNCHK
STATUS:
---
15003A1C
03.05.18
------------
------------
------------
1715_A201_GROUND FLOOR REFERENCE PLAN_REVD.dwg (recieived 24.04.18)--------
Updated plan sourced from Herbst Maxcey Metropolitan Architects Ltd - 03.05.18C
Updated Base : 1715-A201-Ground Floor-Rev B (18.02.28)08.03.18B
Sourced from - 1715_SK_SK02_Ground Floor_rev C.dwg (recevied 24.01.18)25.01.18A
31:200@A3
SP
VEHICLE TRACKING
423 BEACH ROAD, MAIRANGI BAY, AUCKLAND
----
----
----
----
SP
CTM
SP
----
----
----
----
HK
HK
HK
---
---
CAR PARK A
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
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PARKING SPACE#01 - OUTBOUND PARKING SPACE#09 - OUTBOUND
PARKING SPACE#09 - INBOUNDPARKING SPACE#01 - INBOUND
Lock to Lock Time
Width
Track
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meters
Unitary Car85 2013
4.0
1.77
1.87
2.800.92
4.91
Steering Angle 34.1:
X:\brAKL\15000\15003\DWGs\15003A1C.dwg
Tuesday, 20 M
arch 2018 11:53:05 a.m
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DATE DESCRIPTIONREV
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15003A1C
03.05.18
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1715_A201_GROUND FLOOR REFERENCE PLAN_REVD.dwg (recieived 24.04.18)--------
Updated plan sourced from Herbst Maxcey Metropolitan Architects Ltd - 03.05.18C
Updated Base : 1715-A201-Ground Floor-Rev B (18.02.28)08.03.18B
Sourced from - 1715_SK_SK02_Ground Floor_rev C.dwg (recevied 24.01.18)25.01.18A
41:200@A3
SP
VEHICLE TRACKING
423 BEACH ROAD, MAIRANGI BAY, AUCKLAND
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CAR PARK A
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
Unitary Car85 2013
AutoCAD SHX Text
auckland city
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
15003 TA 180525 FINAL v2.docx Page 8
Issued for Resource Consent application
4.1.3 Carpark B
Carpark B is reserved for residents only, and comprises two double garages and one single garage. As the site is situated within an area-wide flood plain, the mesh in garage gates allows water to recede in an adverse event. During such events when the pedestrian link and service lane is not traversable on foot, residents in Carpark B may evacuate to Level 1 Courtyard for safety reasons via the stairs adjacent to Parking Space No. 20. The location of this stair is shown in Figure 2.
4.2 Parking Provision for Retail
The AUP requires one parking space per 30m2 GFA of retail activity in a Business – Local Centre land use, which translates to a total requirement of eight parking spaces for the 248m2 GFA of proposed retail development. The bank, drycleaner and opportunity shop currently occupying the subject site have a combined 350m2GFA for which the AUP requires twelve parking spaces, more than the eight required from the proposed retail development. Currently both the private car park adjacent to the shops and the public car park serve the parking demand in the vicinity.
The required retail parking spaces will be provided from the public car park at the rear of site, within less than 100m walking distance of the site. The current public parking area accessed via the service lane is fully expected to cater for the surrounding retail activity within the Mairangi Bay Town Centre. . There are also three existing kerbside parking spaces along the Beach Road frontage, one of which is proposed to be converted into an accessible parking space.
4.3 Electric Vehicles
Charging points for electric vehicles are provided within the proposed development and are detailed in 22 Degrees report as part of Resource Consent application.
5. Traffic Effects
5.1 Trip Generation
The NZTA Research Report 453 Trips and Parking Related to Land Use (November 2011) (NZTA RR453) provides and industry-accepted basis for the prediction of trip generation rates for land-use activity. The surveyed Christchurch inner-city apartment vehicle trip generation provided within adopted for the proposed Mairangi Bay NZTA RR453 has been development as shown in Table 2 below.
Standard 85th %ile Trip
Generation (vpd) Units Trip Generation (vpd)
One bed room units 6.0 4 24
Two or more bedroom units 8.0 14 112
TOTAL 136
Table 2: Expected Trip Generation
As shown, it is assessed that there will be a total of up to 136 vehicle trips per day (vpd) inclusive of inbound and outbound movements generated from the proposed apartments.
15003 TA 180525 FINAL v2.docx Page 9
Issued for Resource Consent application
The trip generation rates of the proposed retail development have been adopted from the New South Wales Roads and Traffic Authority (now Roads and Marine Services) Guide to Traffic Generating Developments (RMS Guide). The “secondary retail activity of shopping centres” activity in the RMS Guide is considered most applicable, a 5.6 vehicle trips per hour per 100 m2.
The proposed retail development has a floor area 248 m2 GFA with an expected peak hour traffic of approximately 14 trips per hour.
5.2 Effects on the Road Network
The traffic effect of the proposed development on the nearby Beach Road has been assessed using the Auckland Transport (AT) surveyed traffic volume on Beach Road between Ramsgate Terrace and Hastings Road. The surveyed data from June2017 are as follows in Table 3 below:
Surveyed Data
Direction Both
Count Start Date 16 June 2017
5-Day ADT 13,171 vpd
7-Day ADT 12,127 vpd
AM Peak Hour 1,478 vph
Inter Peak Hour 1,020 vph
PM Peak Hour 1,368 vph
Table 3: Surveyed Traffic Volume on Beach Road
The effects of trips generated from the proposed development on Beach Road will be assessed separately, as the characteristics of apartment trips and retail trips, including peak periods, are different. Table 4 below assesses the effect of estimated trips generating from the proposed development on Beach Road.
Existing Volume Trips Generated Increase in Volume
5-Day ADT 13,171 vpd 136 vpd
1.0%
7-Day ADT 12,127 vpd 1.1%
Inter Peak Hour 1,020 vph 13.9 vph 1.4%
Table 4: Proposed Trip Generation and Effects on Beach Road
Trips generating from the proposed development are anticipated to increase existing traffic volume on Beach Road by 1.0% to 1.4%, as such the impact is considered minimal such volumes are well within the ordinary day to day variation of current volumes already being carried by Beach Road.
6. Auckland Unitary Plan Requirement Assessment
An assessment of the proposed access and parking arrangements against the relevant, transport-related rules and assessment criterion existing within the AUP is provided in the sections below.
15003 TA 180525 FINAL v2.docx Page 10
Issued for Resource Consent application
Standard Description Comment
E27.6.1 Where a proposal exceeds 100 dwellings then resource consent for a restricted discretionary activity is required.
Not required. The subdivision enables 18 dwellings.
E27.6.2(1)(c) The number of parking spaces must meet the minimum rates and not exceed the maximum rates which apply to the Business – Local Centre Zone specified in Table E27.6.2.3.
Business – Local Centre zone has no minimum or maximum parking requirements for residential activity.
Parking requirements for retail (food and beverage) activity is a minimum of 1 per 30m2 GFA and outdoor seating area, a minimum of 8 spaces.
Does not comply in part. 20 spaces are provided for residents in development (fully compliant), none provided for retail activity – access to public parking within a 100m of the subject site.
See Section 4 for details.
E27.6.2(4)(c) Business – Local Centre zone has no minimum or maximum parking requirements for residential activity.
Parking requirements for retail (food and beverage) activity is a minimum of 1 per 30m2 GFA and outdoor seating area, a minimum of 8 spaces.
Does not comply in part. 20 spaces are provided for residents in development (fully compliant), none provided for retail activity (access to public parking within 100m of the subject site).
See Section 4 for details.
E27.6.2(6)(a) Provide a minimum of 1 secure space per 300m2 GFA for food and beverage retail activity, a minimum of 1 space for proposed development.
Complies.
E27.6.2.8 No loading space required for retail activity up to 300m2, and up to 5000m2 for all other activities.
Not required. Total GFA for retail is 248m2, total GFA for apartments is less than 2400m2.
E27.6.2.10 Provide not less than 1 accessible parking space for the proposed 20 parking spaces.
Does not comply. No accessible parking spaces are proposed (accessible public parking space available on Beach Road frontage).
E27.6.3.1(1)(a) Every parking space must comply with the dimensions given in Table E27.6.3.1.1 and Figure E27.6.3.1.1. For 90-degree parking spaces of 2.6m by 5.0m, 6.3m manoeuvring space is required for regular users.
Complies. Carpark A has more than 6.3m manoeuvring space whilst Carpark B has more than 8m manoeuvring space while utilising the service lane.
E27.6.3.1(1)(b) Every parking space must be located on the same site as the activity to which it relates.
Complies.
E27.6.3.1(1)(c) Every parking space must not be used for any other purpose.
Complies.
E27.6.3.1(1)(d) Every parking space must be kept clear and available at all times the activity is in operation, except where stacked parking is permitted by Standard E27.6.3.3(3).
Complies.
E27.6.3.1(1)(e) Every parking space must be located outside any area designated for road widening.
Complies.
E27.6.3.1.1(g) Every parking space must not be sold or leased separately from the activity for which it provides parking required under resource consent.
Complies.
15003 TA 180525 FINAL v2.docx Page 11
Issued for Resource Consent application
Standard Description Comment
E27.6.3.3(1) Every parking space must have driveways and aisles for entry and exit of vehicles to and from the road, and for vehicle manoeuvring within the site. Access and manoeuvring areas must accommodate the 85th percentile car tracking curves in Figure E27.6.3.3.1.
Complies. See Figures 3 and 4 for tracking curve assessment.
E27.6.3.4(1)(a) Sufficient space must be provided on the site so vehicles do not need to reverse off the site or onto or off the road from any site where:
◼ Four or more required parking spaces are served by a single access; and
◼ Access would be from an arterial road or otherwise within a Vehicle Access Restriction covered in Standard E27.6.4.1.
Complies. Cars from Carpark A are able to exit the ramp in forward direction. Cars from Carpark B would be reversing out to service lane.
E27.6.3.5.1(a) To ensure vehicles can pass safely under overhead structures to access any parking and loading spaces, the minimum clearance between the formed surface and the structure must be 2.5m where access and / or accessible parking for people with disabilities is provided.
Complies.
E27.6.3.6(1) The whole area of parking and loading spaces, and manoeuvring areas and aisles must be formed, drained, provided with an all-weather surface to prevent dust and nuisance, and be marked out or delineated. This must be done before the activity to which those parking and loading spaces relate commences, and maintained for as long as that activity is continued.
Complies.
E27.6.3.6(3)(a) The gradient for the surface of any parking space must not exceed 1 in 25 in any direction for accessible spaces for people with disabilities.
Complies.
E27.6.3.6(3)(b) The gradient for the surface of any parking space must not exceed 1 in 20 (five per cent) in any direction.
Complies.
E27.6.3.6(4) The gradient for the manoeuvring area for parking spaces must not exceed 1 in 8.
Complies.
E27.6.3.7(1) Lighting is required where parking spaces are likely to be used during the hours of darkness. The parking and manoeuvring areas and associated pedestrian routes must be adequately lit during use in a manner that complies with the rule in Section E24 Lighting.
As assessed in 22 Degrees report.
E27.6.4.1(3)(a) Vehicle Access Restrictions apply and vehicle crossings must not be constructed or used to provide vehicle access across that part of a site boundary which is located within 10m of any intersection as measured from the property boundary.
Vehicle Access Restrictions do not apply. Vehicle crossings are located on existing service lane and greater than 10m from intersections as measured from the property boundary.
E27.6.4.1(3)(b) Vehicle Access Restrictions apply and vehicle crossings must not be constructed or used to provide vehicle access across that part of a site boundary which is subjected to the Vehicle Access Restrictions General Control as identified on the planning maps in the zones listed in Table E27.6.4.1.1.
Vehicle Access Restrictions do not apply. No vehicle crossings are proposed at the Beach Road façade.
15003 TA 180525 FINAL v2.docx Page 12
Issued for Resource Consent application
Standard Description Comment
E27.6.4.2(1) The maximum number of vehicle crossings permitted for sites is 1 per 25m of frontage or part thereof and the minimum separation distance between crossings serving adjacent sites is 2m provided that two crossings on adjacent sites can be combined where they do not exceed a total width of 6m at the property boundary.
Does not comply.
Car Park B or three garages (two 6.85m-wide double garage and one 3.3m-wide single garage) would utilise the entire width of service lane for manoeuvring. It is also noted that this activity is very similar to the existing public car park across the service lane, hence vehicles on service lane would expect such manoeuvres from Car Park B.
The service lane will not be adversely impacted by the proposed car park B, given the reasons above and the low traffic volume on both service lane and Car Park B.
E27.6.4.2(2) The width of two-way vehicle crossings serving 10 or more parking spaces must be between 5.5m and 6m-wide at the property boundary as specified in Table E27.6.4.3.2 for Centres:
Does not comply.
Access to Carpark A is 3.2m wide, not complying with the standard. Vehicle Warning Indicators will be installed at the vehicle crossing entrance, warning exiting vehicles in Carpark to give way to entering vehicles.
See Section 3.2 for details on Vehicle Warning Indicators.
E27.6.4.2(3) With the exception of vehicle crossings on unsealed roads, all vehicle crossings must be designed and constructed to maintain the level, colour, and materials of the footpath to clearly identify to vehicles that pedestrians have priority.
Complies.
E27.6.4.3(1)(b) Every on-site parking and loading space must have vehicle access from a road, with the two-way vehicle access between 5.5m and 6m-wide when serving 10 or more parking spaces, specified in Table E27.6.4.3.2
Does not comply.
Access to Carpark A is 3.2m wide, not complying with the standard. Vehicle Warning Indicators will be installed at the vehicle crossing entrance, warning exiting vehicles in Carpark to give way to entering vehicles.
See Section 3.2 for details on Vehicle Warning Indicators.
E27.6.4.4(1) The gradient of the access must not be steeper than 1 in 5 (20%).
Complies.
E27.6.4.4(3) All vehicle access must be designed so that where the access adjoins the road there is sufficient space on-site for a platform so that vehicles can stop safely and check for pedestrians and other vehicles prior to exiting. The platform must have a maximum gradient no steeper than 1 in 20 (5 per cent) and a minimum length of 4m for residential activities.
Complies.
Table 5 above shows that the proposed development does not comply with the transport standards E27.6.2(1)(c), E27.6.2(4)(c), E27.6.4.2(2), and E27.6.4.3(1)(b) of the AUP, with
15003 TA 180525 FINAL v2.docx Page 13
Issued for Resource Consent application
respect to the non-compliant number of parking spaces provided for the retail development and under-width vehicle access for Carpark A. However, there are no adverse effects expected due to the non-compliance, as a public car park is in close proximity to the proposed development, and an incoming vehicle warning system will be in place for the under-width ramp.
15003 TA 180525 FINAL v2.docx Page 14
Issued for Resource Consent application
7. Conclusion
The descriptions, analyses and assessments provided in this report have shown that:
◼ The design of the parking spaces and access are suitable for the apartments they are serving;
◼ The traffic effects on the wider road network will be negligible; and
◼ The proposed development satisfies the majority of the relevant, transport-related standards of the AUP-OIP, and where non-compliant, no adverse effects are expected.
Accordingly, it is concluded that there is no transportation engineering or planning reasons to preclude acceptance of this proposal. Yours sincerely, TDG now Stantec
Heidi Kwan-Tsang Don McKenzie Senior Transportation Engineer Group Manager, Northern Region – Transportation -
