Old Town Dock Newport
Transport Statement
October 2020
Applicant: Newport City Homes
Project no: T20.150
Document ref no: T20.150.TS.D1
Document issue date: October 2020
Project name: Old Town Dock
Offices at: Unit 9, Oak Tree Court Suite D, 1st Floor, Mulberry Drive, 220 High Street, Cardiff Gate Business Park, Swansea, Cardiff, CF23 8RS SA1 1NW Tel: 029 2073 2652 Tel: 01792 480535
KW/DC/POC
CONTENTS
1.0 Introduction ...... 1 2.0 Existing Situation ...... 3 3.0 Development Proposals ...... 12 4.0 Transport Characteristics ...... 14 5.0 Conclusion ...... 20
Figures
Figure 2.1 Site location & local highway network Figure 2.2 Bus stop locations Figure 2.3 Local cycle network Figure 2.4 Personal injury collision map
Appendices
Appendix A Crash Map collision report Appendix B Indicative site layout Appendix C Car parking sustainability assessment
1.0 INTRODUCTION
1.1 Background
1.1.1 Asbri Transport Ltd have been instructed by Newport City Homes to produce a Transport Statement in support of a planning application for a mixed use development consisting of up to 148 residential dwellings and 202m2 commercial space on brownfield land to the south of Newport City Centre.
1.1.2 The site is allocated for residential development in accordance with Policy H1 (Housing Sites) of the adopted LDP.
1.1.3 The site also benefits from outline planning consent (Ref: 18/0170) for up to 199 dwellings, office space (B1), community or cafe use (A3) and retail (A1). This planning application was supported by a Transport Assessment (TA) undertaken by Waterman Transport and Development Limited in May 2014. This TA is referenced in the proceeding sections of this Transport Statement.
1.1.4 Planning consent (Ref: 19/0773) for the erection of a drive thru unit and associated works was also granted on the site on 18th December 2019. The recently consented drive thru is situated immediately south of the site within the wider Old Town Dock area.
1.1.5 The purpose of this assessment is to detail the likely transport characteristics of the proposed development, and its potential impact on the surrounding transport and highway network. It also examines the proposed level of car parking to be provided at the development.
1.2 Structure of the report
1.2.1 Following this introductory chapter, the report is structured as follows:
• Section 2 describes the existing transport conditions surrounding the development site,
• Section 3 outlines the proposed development, its parking provision and access strategy;
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• Section 4 details the transport characteristics of the proposed development, together with an estimate of vehicular trip generation and the likely impact on the surrounding highway network; and,
• Section 5 summarises and concludes the findings of the report.
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2.0 EXISTING SITUATION
2.1 Site Location
2.1.1 The application site is a broadly rectangular parcel of land situated to the south of Newport City Centre. The site occupies approximately 3.95 hectares on former dock land.
2.1.2 The site is bounded to the east and south by East Dock Road, and to the north by a car showroom. To the west, the site is bound by Usk Way which forms part of the A4042 one of the key arterial routes serving Newport. The location of the proposed development and local highway network are shown in Figure 2.1.
Figure 2.1: Site location & local highway network
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2.2 Local Highway Network
East Dock Road
2.2.1 East Dock Road is a local access road and forms a signal-controlled junction with the A4042 Usk Way to the south and forms a roundabout junction with Usk Way and Lower Dock Street to the north. The road is predominantly lined with residential dwellings along the eastern side of the carriageway.
2.2.2 East Dock Road is subject to a speed limit of 30mph. The carriageway is lit and a 2m footway is provided along both sides. Dropped Kerbs and tactile paving are present at several uncontrolled crossing points along East Dock Road. A Zebra Crossing is located within the immediate vicinity of the site’s frontage. A signalised pedestrian crossing is also located at the junction of East Dock Road with Usk Way.
2.2.3 There are several north and south bound bus stops located along East Dock Road. The bus stops at the northern end are provided with shelters and bus timetable information.
2.2.4 Double yellow lines are present along both sides of the carriageway at the northern end of East Dock Road heading south from the roundabout junction for approximately 100m. After this point, the double yellow lines cease and parking is permitted. Speed calming measures are in place in the form of speed cushions for the entire length of the road.
Usk Way
2.2.5 Usk Way is a key arteria route into Newport City Centre. It is formally classified as the A4042 which runs in a north – south alignment between Abergavenny to Newport in South Wales. To the north, the A4042 links with junction 25A of the M4 motorway. Once north of the M4 the road becomes a trunk road and is the responsibility of the Welsh Government.
2.2.6 South of the site, Usk Way forms a signalised junction with the A48 Southern Distributor Road. There is pedestrian crossing provision at the junction. To the north of the site, Usk Way forms a roundabout junction with East Dock Road and Lower Dock Street.
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2.2.7 In the vicinity of the site, shared pedestrian and cyclist footways are provided along both sides of the carriageway. The carriageway is lit and is subject to a 40mph speed limit heading north from the A48 for approximately 340m before becoming a 30mph zone.
2.2.8 A signal-controlled pedestrian crossing is located along Usk Way approximately 25m south of its priority junction with Frederick Street. To the east of this crossing point, a pedestrian footpath connects East Dock Road with Usk Way.
2.2.9 There are two northbound and two south bound bus stops located between the signal junction of East Dock Road and the roundabout junction to the north. There is no shelter provision at these stops.
2.3 Public Transport
2.3.1 There are various opportunities to travel via public transport to and from the site. The nearest bus stop to the site is located immediately adjacent to the site frontage along East Dock Road. Service JF2 and SJ1 stop here, providing access to Newport City Centre and Ringland.
2.3.2 Newport Train Station is also located an approximate (2.1km) 25-minute walk to the north west of the application site.
Bus
2.3.3 The bus services operating within 500m of the site are detailed in Table 2.1.
Frequency Route Destination No. First/Last Mon-Fri Sat Sun Ringland 15:40 1 per day No Service No Service SJ1* St Joseph’s RC High 08:23 1 per day No Service No Service School Pillgwenlly 16:00 1 per day No Service No Service SJ11* St Joseph’s RC High 07:56 1 per day No Service No Service School Pillgwenlly 15:59 1 per day No Service No Service JF2 John Frost School 07:52 1 per day No Service No Service Newport 08:39/19:49 2 hourly 2 hourly No Service X74 Chepstow 06:16/17:36 2 hourly 2 hourly No Service Table 2.1: Summary of bus timetable information (*School Days Only)
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2.3.4 Table 2.1 demonstrates that the site is accessible by bus to a number of locations across Newport and the wider area. All of the above services provide a link to Newport Bus Station where interchange services are available to a number of destinations including Cardiff. The location of the bus stops within the vicinity of the site are detailed in Figure 2.2.
Figure 2.2: Bus stop locations
Rail
2.3.5 Newport rail station is located approximately 2.1km north west of the site.
2.3.6 The station is situated on the Great Western Mainline, The Valleys Lines and the Welsh Marches Line, with services to Cardiff Central (to the west), Hereford (to the north) and Bristol Parkway/Temple Meads (to the east).
2.4 Pedestrians & Cyclists
2.4.1 The Charted Institution of Highways and Transportation (CIHT) guidance ‘Providing for Journeys on Foot’ (2000) sets out the desirable, acceptable and preferred maximum walking distances for different trip purposes. These are set out in Table 2.2 below.
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Town Centre (m) Commuting (m) Elsewhere (m)
Desirable 200 500 400 Acceptable 400 1000 800 Maximum 800 2000 1200 Table 2.2: CIHT suggested acceptable walking distances
2.4.2 As mentioned earlier in Section 2, there are footways present along both sides of the carriageway on all of the streets in the vicinity of the application site. There is therefore already an established network of pedestrian routes within the immediate vicinity of the site.
2.4.3 A Zebra crossing is also located along the site frontage of the proposed development with controlled crossing provision along Usk Way. Dropped kerbs and tactile paving are also located at uncontrolled crossing points along East Dock Road. A shared pedestrian / cycleway is present along both sides of the carriageway of Usk Way.
2.4.4 National Cycle Network (NCN) Route 4 and Route 47 are both accessible and within 300m of the proposed development site.
2.4.5 NCN Route 47 is accessible from Alicia Way, located approximately 100m to the north east of the site frontage. Route 47 is a mainly inland route starting at Newport and finishing at Fishguard passing through Neath and Carmarthen.
2.4.6 NCN Route 4 is accessible approximately 270m to the south of the application site long the A48 Southern Distributor Road. Route 4 is a long-distance route between London and Fishguard. More locally, it provides a direct route to Caldicot and Chepstow.
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2.4.7 Figure 2.3 identifies the local cycle infrastructure.
Figure 2.3: Local cycle network
2.5 Local Amenities
2.5.1 As outlined above, the highway network within the vicinity of the site include pedestrian footways, providing continuous links between the development and a number of local amenities. The site lies in a sustainable location, approximately 600m walking distance from the Commercial Road District Centre. Table 2.3 details the distances to a range of local facilities along with their walk and cycle times.
Facility Distance (m) Walk Time Cycle Time (minutes) (minutes) Public House/Restaurant 130 2 1 Health Club 400 5 2 Bakery 450 5 2 Café 550 7 2 Fast Food/Takeaway 630 8 3 Convenience Store 673 8 3 Asda Supermarket 711 9 3 Post Office 776 9 3 Pillgwenlly Primary School 798 10 3 Leisure Centre 1200 14 5 Frairs Walk Shopping Centre 1300 16 5 Table 2.3: Local amenities
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2.5.2 As can be seen by Table 2.3, there are a number of local facilities that can be frequented on foot or by bicycle by residents at the proposed site in under 10 minutes.
2.6 Highway Safety
2.6.1 Personal Injury Collision (PIC) data was obtained for the most recent five-year period (2015-2019) from CrashMap.
2.6.2 A summary of the collisions that occurred within the assessed study area are shown in Table 2.4 and the location and severity of the collisions assessed are shown in Figure 2.4.
Figure 2.4: Personal injury collision locations
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No. personal injury Casualties Vehicles Year Fatal Serious Slight 2015 0 0 3 4 6 2016 0 1 1 5 4 2017 0 1 3 4 8 2018 0 1 2 3 6 2019 0 1 4 6 12 Total 0 4 13 22 36 Table 2.4: Summary of PIC data
2.6.3 Table 2.4 details that there has been a total of 17 collisions, involving 36 vehicles, and resulting in 22 casualties within the geographic cordon assessed for the period 2015-2019. It is noted that none of the recorded collisions resulted in a fatality.
2.6.4 As is clear from Figure 2.4, accident clusters are present at the roundabout junction of East Dock Road/Usk Way/Lower Dock Street and the signalised junction of Usk Way with the Southern Distributor Road. Another cluster is present at the junction of Frederick Street with Usk Way.
2.6.5 The causation factors associated with the accidents located within these three clusters are summarised below in Table 2.5 and the full accident reports from Crashmap are available at Appendix A.
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Collision Severity Location Causation/contributory factors reference East Dock Road/Usk Way(A4042)/Lower Dock Street Pedestrian (not crossing) walking 2016610036316 A4042 Usk Way (N) Slight along in carriageway when struck by oncoming vehicle Slight Vehicle pulled out into oncoming 2017610021517 A4042 Usk Way (N) cyclist Slight Cyclist impacted side on by vehicle 2019610010119 A4042 Usk Way (N) negotiating the roundabout Slight Two vehicles approaching each 2018610060318 Lower Dock Street other have collided Slight Motorcyclist collided with vehicle in 2017610016617 A4042 Usk Way front Serious Pedal cyclist hit from behind by 2017610050317 A4042 Usk Way (S) approaching vehicle Frederick Street/Usk Way (A4042) Vehicle waiting to turn left is 2019610022119 A4042 Usk Way Slight impacted from behind from approaching vehicle Vehicle waiting to turn left is 2015610018515 A4042 Usk Way Slight impacted from behind from approaching vehicle Motorcycle is travelling normally Serious along carriageway when vehicle 2019610012219 A4042 Usk Way waiting to turn right proceeds into path of motorcycle Usk Way/Southern Distributor Road (A48) Slight Vehicle collided with rear of 2019610027219 A48 SDR slowing down/stopping vehicle Vehicle waiting to turn left is held Slight up and vehicle changing lanes has 2017610032917 A48 SDR collided with nearside of vehicle waiting to turn Vehicle proceeding normally along Serious the carriageway has collided with 2018610048718 A48 SDR pedal cyclist in the act of turning right Table 2.5: Collision cluster causation factors
2.6.6 Of the collisions listed in Table 2.5, 4 of the collisions involve non-motorised users i.e. pedestrians/cyclists. It is noted that the majority of collisions are down to driver/rider error such as failing to look properly rather than a fault with the design of the carriageway.
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3.0 DEVELOPMENT PROPOSALS
3.1 Introduction
3.1.1 The development proposes the construction of up to 148 residential dwellings and 202m2 of commercial floor space to be incorporated into the ground floor of apartment Type E. The proposed housing mix is as follows:
- 12no. 1 bedroom apartment
- 9no. 2 bedroom apartment
- 46no. 2 bedroom house
- 75no. 3 bedroom house
- 6no. 4 bedroom house
3.1.2 The proposed layout of the site is included at Appendix B.
3.2 Vehicular Access
3.2.1 Vehicular access to the development will be possible at five separate points as indicated in Appendix B.
3.2.2 Access to the apartments will be achieved via the egress approved as part of the drive thru development (Ref: 19/0773). Four further accesses will be positioned along East Dock Road in the form of simple priority junctions and will extend west into the site to serve the proposed dwellings. Two of which have already been established in order to serve the full element of permission (Ref: 18/0170).
3.3 Pedestrians and Cyclists
3.3.1 The development will incorporate significant pedestrian and cyclist permeability with footpaths to be established along carriageways within the development that link seamlessly with the surrounding walking / cycling environment.
3.3.2 This will ensure that residents can walk or cycle directly from East Dock Road to Usk Way.
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3.4 Car Parking
3.4.1 The proposed layout of the site is indicative at this stage; however, it is anticipated that car parking will be provided in accordance with Newport City Council’s Parking Standard Supplementary Planning Guidance (SPG).
3.4.2 The residential element of the development will require 1 space per bedroom with a maximum requirement of 3 spaces per dwelling. Provision should also be made for visitors, providing 1 space per 5 dwellings.
3.4.3 The commercial element of the development will require operational provision of 2 commercial vehicle spaces and a non-operational parking requirement at 1 space per 40m2 of floor area.
3.4.4 A parking sustainability assessment of the site has been undertaken and the results of which are contained at Appendix C.
3.4.5 It has been calculated that the site is able to achieve 7 sustainability points allowing for a reduction in car parking of up to 1 space per dwelling. The site is within 800m of a supermarket, post office and primary school and lies within 800m of a district centre enabling double points within the ‘local facilities’ category of the assessment.
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4.0 TRANSPORT CHARACTERISTICS
4.1 Introduction
4.1.1 This section of the report outlines the likely volumes of traffic generated by the 21 proposed apartments, the 127 proposed houses and the 202m2 of commercial space and identifies the likely impact of the proposals on the surrounding network.
4.1.2 The potential impact of residential and commercial development of the site has previously been assessed in a Transport Assessment undertaken by Waterman in 2014 for planning permission 18/0170 which makes provision for up to 199 residential units and up to 145m2 of retail space. Consequently, the vehicular trips generated as a result of the proposed residential element of the development will be considerably fewer than that previously deemed acceptable by the Local Authority.
4.1.3 The trip generation rates used within the Waterman TA, derived from the TRICS database, have been used to inform the trip generation for the proposed development.
4.2 Houses
4.2.1 The housing trip attraction has been calculated using comparative survey sites within the ‘Residential – Houses Privately Owned’ sub category.
4.2.2 The Waterman TA stated the following:
“the observed peak hours are between 08:00 and 09:00 (AM Peak) and 16:30- 17:30 (PM Peak), however, TRICS rates for houses can only be extracted for whole hour periods and therefore, whilst the AM peak trip rates can be extracted straight from the database, the following calculation has been used to determine the PM peak hour trip rate:
• PM Peak Trip Rate 16:30 – 17:30 = (16:00 – 17:00 Trip Rate + 17:00 – 18:00 Trip Rate) / 2”
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4.2.3 The trip rates are summarised in Table 4.1.
Table 4.1: Waterman TA residential trip rate (housing)
4.2.4 Based on Table 4.1, the resultant vehicle movements have been calculated for the 127 proposed houses and are indicated in Table 4.2 below.
Trip rates Total Peak period Arrive Depart Total Arrive Depart Total
Vehicles
0800-0900 0.185 0.436 0.621 23 55 78 1630-1730 0.355 0.214 0.568 45 27 72 Pedestrians 0800-0900 0.033 0.152 0.185 4 19 23 1630-1730 0.077 0.054 0.130 10 7 17 Cyclists 0800-0900 0.003 0.027 0.030 0 3 3 1630-1730 0.016 0.008 0.024 2 1 3 Public Transport 0800-0900 0.002 0.018 0.020 3 2 5 1630-1730 0.015 0.003 0.018 2 0 2 Table 4.2: Proposed vehicular trip generation rates for 127 houses
4.2.5 Table 4.2 indicates that the proposed development is likely to generate up to 78 two-way vehicle movements during the Am peak hour period and up to 72 two- way vehicle movements during the PM peak hour period.
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4.3 Apartments
4.3.1 The same approach has been taken when calculating the trip rate for the proposed apartments. Comparative survey sites within the ‘Residential – Flats Privately Owned’ sub category have been selected.
4.3.2 The trip rates are summarised in Table 4.3.
Table 4.3: Waterman TA residential trip rate (apartments)
4.3.3 Based on Table 4.4, the resultant vehicle movements have been calculated for the 21 proposed apartments and are indicated in Table 4.4 below.
Trip rates Vehicles Peak period Arrive Depart Total Arrive Depart Total
Vehicle
0800-0900 0.068 0.278 0.346 1 6 7 1630-1730 0.202 0.110 0.312 4 2 6 Pedestrians 0800-0900 0.027 0.109 0.136 1 2 3 1630-1730 0.109 0.067 0.175 2 1 3 Cyclists 0800-0900 0.002 0.005 0.007 0 0 0 1630-1730 0.007 0.007 0.014 0 0 0 Public Transport 0800-0900 0.005 0.058 0.063 0 1 1 1630-1730 0.012 0.002 0.014 0 0 0 Table 4.4: Proposed vehicular trip generation rates for 21 apartments
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4.3.4 Table 4.4 indicates that the proposed apartments are likely to generate up to 7 two-way vehicle movements in the AM peak period and up to 6 two-way vehicle movements during the PM peak hour period.
4.4 Multi Modal Trips
4.4.1 Table 4.5 below outlines the current ‘journey to work’ mode share for existing local residents in Pillgwenlly, which is based on the Census 2011 National Statistics Travel to Work datasets. The useful data provides a snapshot of the existing travel behaviour of residents in the area. The modal split excludes those who were not working at the time of the Census and those working from home.
4.4.2 Method of travel to work data has been generated for Swansea for the middle super output area W02000364 : Newport 018.
Method of travel Mode share % to work Housing Trip Apartment MSOA 018 Rate Trip Rate Driving a car or van 57% 74% 62% On foot 27% 20% 29% Bicycle 3% 3% 2% Public Transport 13% 3% 7% Total 100% 100% 100% Table 4.5: Modal share
4.4.3 As detailed in Table 4.5, a larger number of people in the Pillgwenlly area od Newport currently travel to work via relatively sustainable modes with only 57% of residents travelling via private car. A high percentage of the local population travel to work on foot (27%) or by alternative sustainable modes.
4.4.4 Therefore, it is likely that a fewer number of vehicle trips will be made to and from the site by residents than those outlined in Table 4.2 and 4.4. Due to the sustainable location of the site, it is likely a greater number of residents will use alternative modes of transport to that of the private car.
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4.5 Retail
4.5.1 As with the residential element of the proposed development, the proposed trip rates for the 202m2 of commercial space within the proposed development has been calculated based on trip generation rates detailed within the Waterman TA.
4.5.2 The commercial/retail trip attraction has been calculated using comparative survey sites within the ‘Retail– Shopping Centre Local Shops’ sub category within the TRICS generation database.
4.5.3 The trip rates are summarised in Table 4.5.
Table 4.5: Waterman TA Retail trip rate
4.5.4 Based on Table 4.5, the resultant vehicle movements have been calculated for the proposed 202m2 of commercial/retail space and are indicated in Table 4.6 below.
Trip rates Vehicles Peak period Arrive Depart Total Arrive Depart Total
0800-0900 5.126 5.018 10.144 10 10 20 1630-1730 6.607 6.264 12.870 13 13 26 Table 4.6: Proposed vehicular trip generation rates – 202m2 retail space
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4.6 Total trip attraction
4.6.1 It is envisaged that the development as a whole (128 houses + 21 apartments and 202m2 of retail space) will generate up to 105 two-way vehicle movements in the AM peak period and up to 104 two-way vehicle movements in the PM peak period.
4.6.2 It is considered that this level of traffic generation is significantly less that that proposed for 199 dwellings and 145m2 of retail space which was likely to generate up to 138 AM peak hour vehicle trips and up to 131PM peak hour vehicle trips as detailed in the extant permission.
4.6.3 Therefore, it is considered that the proposed development will have a reduced impact on the performance of the surrounding highway network compared with the extant permission.
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5.0 CONCLUSION
5.1 Summary
5.1.1 Asbri Transport Limited has been commissioned by Newport City Homes to provide transport planning services and to produce a Transport Statement in support of a planning application for the proposed development of up to 148 residential dwellings and 202m2 of commercial floor space located on former dock land, Newport.
5.1.2 The public transport opportunities and active travel routes in the vicinity of the site have been assessed. It has been concluded that there is ample opportunity for residents and visitors to undertake journeys to and from the site by sustainable modes, reducing the use of the private car.
5.1.3 The trip generation rates have been obtained from the Waterman TA which accompanied the approved planning application for up to 199 residential dwellings and up to 145m2 of retail space (Ref: 18/0170) to estimate the developments peak hour traffic generation. The analysis has concluded that the site is likely to generate up to 105 two-way vehicle movements during the AM and up to 104 two -way vehicle movements during the PM development peak hour period.
5.1.4 Car parking is to be provided in line with Newport City Councils adopted car parking standards. It has been concluded that the site is able to achieve 7 sustainability points enabling a reduction in car parking at the site of 1 space per dwelling.
5.2 Conclusion
5.2.1 In conclusion, the site is located in a sustainable location, with good access to public transport facilities, cycle/pedestrian routes and local facilities.
5.2.2 It is envisaged that the proposed development will have a negligible impact on the performance of the local highway network.
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Appendices
Appendix A
No Crash Date: Wednesday, April 15, 2015 Time of Crash: 3:00:00 PM Crash Reference: 2015610018515
Highest Injury Severity: Slight Road Number: U0 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 331878 187155
Weather Description: Fine without high winds
Road Surface Description: Dry
Speed Limit: 30
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: Other junction
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Single carriageway
Junction Control: Give way or uncontrolled
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 1 of 2 10/15/2020 10:29:00 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private -1 Male 26 - 35 Vehicle is waiting to turn left Back Other None None hire) 2 Car (excluding private -1 Male 26 - 35 Vehicle is slowing down or stopping Front Other None None hire)
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Driver or rider Male 26 - 35 Unknown or other Unknown or other
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 2 of 2 10/15/2020 10:29:00 AM No Crash Date: Wednesday, August 17, 2016 Time of Crash: 10:49:00 AM Crash Reference: 2016610036316
Highest Injury Severity: Slight Road Number: U0 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 1
Local Authority: Newport City OS Grid Reference: 331757 187449
Weather Description: Fine without high winds
Road Surface Description: Dry
Speed Limit: 30
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: Other junction
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Single carriageway
Junction Control: Give way or uncontrolled
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 1 of 2 10/15/2020 10:02:44 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Van or goods vehicle 3.5 2 Male 46 - 55 Vehicle proceeding normally along the Offside Journey as None None tonnes mgw and under carriageway, not on a bend part of work
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Pedestrian Male 46 - 55 In carriageway, not crossing Walking along in carriageway - facing traffic
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 2 of 2 10/15/2020 10:02:44 AM No Crash Date: Thursday, May 25, 2017 Time of Crash: 12:13:00 PM Crash Reference: 2017610016617
Highest Injury Severity: Slight Road Number: A4042 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 331814 187361
Weather Description: Fine without high winds
Road Surface Description: Dry
Speed Limit: 30
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: Roundabout
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Roundabout
Junction Control: Give way or uncontrolled
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 1 of 2 10/15/2020 10:18:19 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Motorcycle 50cc and 1 Male 16 - 20 Vehicle proceeding normally along the Front Other None None under carriageway, not on a bend 2 Car (excluding private 3 Male 56 - 65 Vehicle proceeding normally along the Back Other None None hire) carriageway, not on a bend
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Driver or rider Male 16 - 20 Unknown or other Unknown or other
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 2 of 2 10/15/2020 10:18:19 AM No Crash Date: Monday, June 12, 2017 Time of Crash: 2:30:00 PM Crash Reference: 2017610021517
Highest Injury Severity: Slight Road Number: A4042 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 331830 187390
Weather Description: Fine without high winds
Road Surface Description: Dry
Speed Limit: 30
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: Roundabout
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Roundabout
Junction Control: Give way or uncontrolled
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 1 of 2 10/15/2020 10:08:34 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 1 Male 46 - 55 Vehicle is moving off Front Other None None hire) 2 Pedal cycle -1 Male 26 - 35 Vehicle proceeding normally along the Front Other None None carriageway, on a left hand bend
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Slight Driver or rider Male 26 - 35 Unknown or other Unknown or other
For more information about the data please visit: www.crashmap.co.uk/home/Faq To subscribe to unlimited reports using CrashMap Pro visit www.crashmap.co.uk/Home/Premium_Services
Page 2 of 2 10/15/2020 10:08:34 AM No Crash Date: Thursday, August 31, 2017 Time of Crash: 4:39:00 PM Crash Reference: 2017610032917
Highest Injury Severity: Slight Road Number: A48 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 332201 186803
Weather Description: Fine without high winds
Road Surface Description: Dry
Speed Limit: 70
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: Multiple junction
Junction Pedestrian Crossing: Pedestrian phase at traffic signal junction
Road Type: Dual carriageway
Junction Control: Auto traffic signal
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Page 1 of 2 10/15/2020 10:55:35 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 0RWRUF\FOHRYHUFF -1 Male 36 - 45 Vehicle is waiting to proceed normally but Offside Commuting None None and up to 125cc is held up to/from work 2 Car (excluding private -1 Male 66 - 75 Vehicle is changing lane to the left Nearside Other None None hire)
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Driver or rider Male 36 - 45 Unknown or other Unknown or other
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Page 2 of 2 10/15/2020 10:55:35 AM No Crash Date: Wednesday, December 06, Time of Crash: 6:01:00 AM Crash Reference: 2017610050317 2017
Highest Injury Severity: Serious Road Number: A4042 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 331832 187348
Weather Description: Fog or mist - if hazard
Road Surface Description: Wet or Damp
Speed Limit: 30
Light Conditions: Darkness: street lights present and lit
Carriageway Hazards: None
Junction Detail: Roundabout
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Roundabout
Junction Control: Give way or uncontrolled
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Page 1 of 2 10/15/2020 10:21:17 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Pedal cycle -1 Male 56 - 65 Vehicle proceeding normally along the Back Other None None carriageway, not on a bend 2 Car (excluding private 11 Male 56 - 65 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Serious Driver or rider Male 56 - 65 Unknown or other Unknown or other
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Page 2 of 2 10/15/2020 10:21:17 AM No Crash Date: Friday, September 14, 2018 Time of Crash: 1:03:00 PM Crash Reference: 2018610048718
Highest Injury Severity: Serious Road Number: A48 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 332207 186790
Weather Description: Fine without high winds
Road Surface Description: Wet or Damp
Speed Limit: 70
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: T or staggered junction
Junction Pedestrian Crossing: Pedestrian phase at traffic signal junction
Road Type: Dual carriageway
Junction Control: Auto traffic signal
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Page 1 of 2 10/15/2020 10:59:23 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 13 Male 46 - 55 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend 2 Pedal cycle -1 Male 36 - 45 Vehicle is in the act of turning right Front Journey as None None part of work
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Serious Driver or rider Male 36 - 45 Unknown or other Unknown or other
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Page 2 of 2 10/15/2020 10:59:23 AM No Crash Date: Thursday, December 06, 2018 Time of Crash: 11:50:00 PM Crash Reference: 2018610060318
Highest Injury Severity: Slight Road Number: A4042 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 331814 187376
Weather Description: Raining without high winds
Road Surface Description: Wet or Damp
Speed Limit: 70
Light Conditions: Darkness: street lights present and lit
Carriageway Hazards: None
Junction Detail: Roundabout
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Dual carriageway
Junction Control: Give way or uncontrolled
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Page 1 of 2 10/15/2020 10:16:00 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 11 Female 26 - 35 Vehicle proceeding normally along the Front Other None None hire) carriageway, not on a bend 2 Car (excluding private 4 Female 21 - 25 Vehicle proceeding normally along the Front Journey as None None hire) carriageway, not on a bend part of work
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Vehicle or pillion Female 26 - 35 Unknown or other Unknown or other passenger
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Page 2 of 2 10/15/2020 10:16:00 AM No Crash Date: Monday, January 07, 2019 Time of Crash: 5:50:00 PM Crash Reference: 2019610010119
Highest Injury Severity: Slight Road Number: A4042 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 3
Local Authority: Newport City OS Grid Reference: 331819 187388
Weather Description: Fine without high winds
Road Surface Description: Wet or Damp
Speed Limit: 30
Light Conditions: Darkness: street lights present and lit
Carriageway Hazards: None
Junction Detail: Roundabout
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Roundabout
Junction Control: Give way or uncontrolled
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Page 1 of 2 10/15/2020 10:11:52 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Pedal cycle -1 Female 46 - 55 Vehicle proceeding normally along the Offside Other None None carriageway, on a right hand bend 2 Car (excluding private 15 Male Unknown Vehicle proceeding normally along the Did not impact Commuting None None hire) carriageway, on a left hand bend to/from work 3 Car (excluding private 8 Male 21 - 25 Vehicle proceeding normally along the Front Other None None hire) carriageway, on a left hand bend
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Slight Driver or rider Female 46 - 55 Unknown or other Unknown or other
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Page 2 of 2 10/15/2020 10:11:52 AM No Crash Date: Monday, March 04, 2019 Time of Crash: 9:10:00 PM Crash Reference: 2019610012219
Highest Injury Severity: Serious Road Number: A48 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 331890 187145
Weather Description: Fine without high winds
Road Surface Description: Wet or Damp
Speed Limit: 30
Light Conditions: Darkness: street lights present and lit
Carriageway Hazards: None
Junction Detail: Other junction
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Dual carriageway
Junction Control: Give way or uncontrolled
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Page 1 of 2 10/15/2020 10:30:31 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 0RWRUF\FOHRYHUFF 9 Male 21 - 25 Vehicle proceeding normally along the Front Commuting None None and up to 125cc carriageway, not on a bend to/from work 2 Car (excluding private 16 Unknow Unknown Vehicle is in the act of turning right Front Other None None hire) n
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 1 1 Serious Driver or rider Male 21 - 25 Unknown or other Unknown or other
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Page 2 of 2 10/15/2020 10:30:31 AM No Crash Date: Saturday, June 15, 2019 Time of Crash: 10:40:00 AM Crash Reference: 2019610022119
Highest Injury Severity: Slight Road Number: A4042 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 331879 187159
Weather Description: Raining without high winds
Road Surface Description: Wet or Damp
Speed Limit: 30
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: T or staggered junction
Junction Pedestrian Crossing: No physical crossing facility within 50 metres
Road Type: Single carriageway
Junction Control: Give way or uncontrolled
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Page 1 of 2 10/15/2020 10:26:26 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 10 Male 16 - 20 Vehicle proceeding normally along the Front Commuting None None hire) carriageway, not on a bend to/from work 2 Car (excluding private 1 Male 46 - 55 Vehicle is waiting to turn left Back Other None None hire)
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Slight Vehicle or pillion Male Over 75 Unknown or other Unknown or other passenger
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Page 2 of 2 10/15/2020 10:26:26 AM No Crash Date: Monday, July 08, 2019 Time of Crash: 6:40:00 AM Crash Reference: 2019610027219
Highest Injury Severity: Slight Road Number: U0 Number of Casualties: 1
Highway Authority: Newport Number of Vehicles: 2
Local Authority: Newport City OS Grid Reference: 332226 186822
Weather Description: Fine without high winds
Road Surface Description: Dry
Speed Limit: 70
Light Conditions: Daylight: regardless of presence of streetlights
Carriageway Hazards: None
Junction Detail: Multiple junction
Junction Pedestrian Crossing: Pedestrian phase at traffic signal junction
Road Type: Dual carriageway
Junction Control: Auto traffic signal
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Page 1 of 2 10/15/2020 10:52:46 AM No Vehicles involved Vehicle Vehicle Type Vehicle Driver Driver Age Vehicle Maneouvre First Point of Journey Hit Object - On Hit Object - Off Ref Age Gender Band Impact Purpose Carriageway Carriageway 1 Car (excluding private 5 Male 46 - 55 Vehicle proceeding normally along the Front Commuting None None hire) carriageway, not on a bend to/from work 2 Car (excluding private 5 Female 46 - 55 Vehicle is slowing down or stopping Back Commuting None None hire) to/from work
Casualties
Vehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement 2 1 Slight Driver or rider Female 46 - 55 Unknown or other Unknown or other
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Page 2 of 2 10/15/2020 10:52:46 AM
Appendix B
CL 9.19MH
9.14
9.15 9.00 9.13 9.02
B
B
9.23 9.50
9.21
9.16 9.21
9.37 GATE 9.72
9.58 9.23
9.92 SPEED BUMP
148 148 148
9.52 9.30 CL 9.23MH
9.58
9.38 9.08
9.19
9.22
9.54 AS 9.55 9.53 LP TYPE C
9.24 9.42
9.27
9.33
9.32
9.48
9.47 9.45 9.47 OPP
TYPE C 147 147 147 9.49 9.34 9.37 9.29 9.36
9.34 146 146 146 9.29
9.32 GATE AS
9.44
9.30 TYPE C 9.30
9.30 9.34 9.31
LP FH
9.28 9.45 OPP TYPE C 9.32
9.27
9.38 9.46 9.32 9.40
9.35 145 145 145
9.47
144 144 144
9.45
LP 9.52
9.28
9.43 9.31 AS 9.45
9.25 TYPE C
9.37 BUS KIG 9.21 STOP
9.30 BSH
9.39 9.32
9.23
9.48 9.48
9.25
9.21 9.21
9.30 129
130 9.32 9.48 131
132 2.27
132 143144145146147148 133 133 134
9.42 135 LP 136 9.58 9.21 OPP 137
9.50 138 TYPE C 9.30
9.36 9.35 9.35 132 133 SPEED BUMP 129 130 9.36 131 9.40 9.20 9.49
9.33 9.52 TYPE B TYPE B 143 143 143 9.59 9.19 9.34 9.31
OPP TYPE B 9.33 AS 9.19 TYPE B 134
9.34 135
9.44 9.44 139 140 142 OPP 141 AS TYPE B 136 TYPE B 9.28 137 9.21
129 OPP TYPE B 138 9.29 AS TYPE B 9.29 130 131 OPP AS 9.19 TYPE B TYPE B 9.18 OPP 8.87 AS LP LP
9.20 134 135 9.30
136 9.30
137 CL 9.34MH
9.33 9.22 9.33 9.40 9.54 9.20 138 9.31 9.34 9.50 9.19 9.45 8.75
TYPE A TYPE A TYPE A TYPE9.50 A AS AS AS AS 9.49 ROAD A - 2m+ 5.5m +2m LP CL 9.36MH 9.33 8.61
9.23
9.43 9.43 9.48 9.50 ROAD A - 2m+ 5.5m +2m 9.04
8.89
8.76 9.54
9.49 9.49
118 111 113
118 9.23
117
117 9.33
116 9.27 9.27
116
115
115 110
112 9.32 9.32 114 9.35 114 9.23
9.23 LP 9.09 10.98 9.45 9.49 9.03 9.16 9.50
139 9.64 142 9.48 10.16
9.15 LP
TYPE B
9.44 9.44 9.28
9.48 OPP 9.08 10.08 139 142
9.39
9.48 9.45 9.11
9.55 9.55
9.05 113
9.16 9.92
9.47 10.97
10.23 10.97 10.97 9.50
140 141 10.05 9.46 10.03
9.45 113
8.54
9.13
9.46 9.23 TYPE B
AS 9.35
AS AS OPP
140 141
AS 10.52
TYPE B A TYPE 9.42 9.47
TYPE A TYPE OPP 112
TYPE A TYPE 141 142 10.46 10.10 TYPE B 9.08 POND
10.24 9.93
140 143 10.60 9.38 9.31
112 9.36
TURNING 9.41
9.49 10.12
TYPE B 10.95 10.95 9.08 OPP 9.43 9.21
10.94 10.00 9.39 10.21 118 ROAD 1
117 116 115 114 111
10.38 9.08
10.41 9.08 9.07
9.48 111 8.65 TYPE B 9.44 9.40 10.35
OPP 8.65 10.20 9.51
110
9.14 3 2 2 V 3 1 1
9.93 V V 10.22
TYPE A 9.53 110
119 10.39
10.91
10.92 1 2 2 2 2 2 125 124 123 122 121 120 119
9.84 9.30 9.38
9.42 AS 9.35
9.47 TYPE B 119 OPP
109 9.06 9.02 9.39
9.53 120 TYPE A PLOT 02 PLOT 01 PLOT 03
9.48 9.15 9.17 9.25
AS 4 109
10.15 10.06 10.21 TYPE D TYPE D TYPE D
3B 3St. 3B 3St. 3B 3St. 120 9.31 Recycling 9.36 Aprtmnt 2B & Refuse
TYPE B
Block 04 Block OPP 10.13 5
108
9.09
3St. 9.84 10.07 TYPE A 10.04 9.37 9.53 6
108 121
AS
10.93 10.93 10.0
10.18 store cycle Lockable 8.99 Hoops Sheffield 3
9.09 TYPE B 7
10.94 10.08 9.72 121 OPP ROAD B - 6.8 m
9.18 9.68
3 2 107 1
10.32 TYPE A 10.04 9.00
122 9.53 AS 10.37 8.99 9.41
10.06 107 10.14 122 10.04
9.53
106 8 20 9.32 TYPE B 9.94 OPP TYPE A
10.91
9.42 9.13 9.81
AS 9
106
123 9.91 10.39 9.97
10.90 9.53
9.75 LT2 LT1 LT1 LT1 LT1 LT1 PLOT 14 PLOT 15 PLOT 16 PLOT 17 PLOT 18 PLOT 19 PLOT 20 20 TYPE B 123
20 3B 2St.
9.18 TYPE B
9.84 105 TYPE A OPP 10.23 10.24 10.21 10.09 19
AS
124 9.52 119 10.09
10.14
9.39
10.08 105 120 18
TYPE A 124 10.01 2B 2St. 121
10.16
104
TYPE B 10.24 TYPE A 122
OPP 10.00 18 9.17
9.52 19 AS 109
9.80
10.02 108 104 125
10.95 9.90
9.18 17 9.7
9.93 107 TYPE B 3B 2St. 18 9.43 9.56
9.52 9.47
125
16 103
10.08
10.14 126 123 TYPE B
10.37 10.0 10.28 10.28
OPP 16
9.52 103 124128 TYPE A 9.61 2B 2St. 126 127 128 125129
10.27 15
10.09 10.08 10.40
102
10.05 17
9.52
TYPE B 103 9.39 9.82 10 3st. Plots 10-13 OPP
102 4no. 2B Apts 102 TYPE B 9.24 Block 5
3B 2St.
16
9.52
10.24 101
9.87
10.95 100 9.30
TYPE B TYPE
TYPE B TYPE 9.99
9.34
9.55 9.55 101
9.40 TYPE A TYPE B
OPP AS 10.39 OPP 9.25
OPP TYPE A
2B 2St. 11 9.27
ROAD C - 1m+ 5.5m +2m
101
9.14 9.14 9.79
15 12
10.09
100 9.48
9.44 TYPE B 11.42 11.42
TYPE C
OPP
3B 2St. 11.37 11.37 9.87 13 14 100101102103104105106107108109110111112113
100
9.88 9.44
11.24 9.17 10.15 9.78
B&CS 9.15
11.25
9.40
126 126 127 127 128 128
11.44
9.33 9.23
9.52
10.97 10.97
9.91 9.28
9.03 10.10 9.13
9.31
9.03
9.60 ROAD 2 9.89 ROAD D - 2m+ 5.5m +2m ROAD D - 2m+9.96 5.5m +2m
9.28 9.79 10.05 9.26 10.09 9.69 9.85 9.51
9.41 9.04 14 14 22 22 21 21
V
V V V
9.51
9.44 9.51
93 93 92 92 91 91 90 90
89 89 88 87 87
88 9.77
10.93 9.41 SS
9.70 9.51 ROAD E - 1m+ 5.5m +1m 9.32
9.73 9.25 BS PLOT 23 PLOT 22 PLOT 21 CS
9.37
9.37 9.75 2B Aprtmnt 2B
TYPE D TYPE D TYPE D
3B 3St. 3B 3St. 3B 3St. Block 06 Block 24
25
3St.
9.51 AS AS AS AS 9.61
TYPE A TYPE A TYPE A TYPE TYPE A TYPE 9.68 9.36 26 AS AS AS 9.65 28 9.62 10.0 9.36
9.42 TYPE B TYPE B TYPE B
10.93 10.93 9.55 27 9.14 29 9.59 22 21
23
9.41 93 9.41 9.45 9.45 92 91 90 89 88 87 89 23 45 88 90
9.28
10.97 10.97 87 91 9.24 23
45
9.39 9.39
86 11.44
92 9.42 9.42
85 9.19 96 95 94 43 84 LT4 LT4 LT4 LT4 LT4 PLOT 40 PLOT 41 PLOT 42 PLOT 43 PLOT 44 PLOT 45 TYPE B 3B 2St. 45 86 94 43
495 94 9.37 9.38 9.23 11.29
9.28 86
94 9.32 OPP 97 TYPE B TYPE B
44
9.26
98 9.26
41
AS 9.25 9.25 TYPE A 2B 2St. 85 99 9.41
RS
9.32 9.32
9.24 85 9.24
95 41 11.02 44 9.26 85
RS OPP
9.7 TYPE B 12.52 TYPE B 12.52 95 TYPE B
3B 2St.
AS 30
43
12.52 12.52
12.52 12.52 9.32 V 96 96 84
9.25
10.0
2B 2St. 2B 30
OPP 12.78 42 FOG1 96 TYPE B 84 TYPE B
9.26 TYPE A 2B 2St.
12.52
AS
12.52 9.32 12.52
ROAD F - 6.8 m 39 83 42
9.45 39
9.27
9.27
11.10 11.10 83
TYPE B
9.32 9.32
9.27 3B 2St. 12.82
9.28 41
12.52 PLOT 30 PLOT 97 79 99 98 97 12.52
TYPE B
9.46 9.46 AS AS TYPE B 82 97
9.33 40
9.32 TYPE A 2B 2St. 12.52 12.52 82 98 V TYPE B
AS 9.32 40 AS 81 98
TYPE B 9.27 31 9.55
81
32
9.44 9.44
99 86 84 81 TYPE B 79 LT3 LT3 LT3 PLOT 36 PLOT 37 PLOT 38 PLOT 39
AS 9.26 TYPE B
39 3B 2St. AS 85 83 82 80
TYPE B 33 99
9.23 9.28 38
80 37 TYPE A 2B 2St.
3st. Plots 31-34 37 80
9.54
9.38 TYPE B 4no. 2B Apts
Block 7
9.22 72 73 74 75 76 AS 38 10.0 79 9.21 9.26 TYPE B 3B 2St. 37 79
TYPE B 34 AS
9.53
TYPE B TYPE
TYPE B TYPE 35
11.02
78
TYPE A TYPE A TYPE A TYPE A
2B 2St. OPP 9.20 AS 9.21
OPP OPP OPP 36
9.29
TYPE B
78 35 36 9.14 AS B&CS
9.22
77 PLOT 35 TYPE C 3B 2St. KIG 35 KIG
77 77787980818283848586 TYPE B
9.21 72
9.26 AS
78 77
RS 73
72 72 73 73 74 74 75 75 74 76 76
9.69 75
9.10
TURNING 9.24
9.26
9.26 9.23 CL 9.23MH
9.26 9.26
9.25 9.25
9.7
ROAD 3 11.04
12.35
12.35 9.35 9.21 9.21 9.21
9.27 9.27 CL 9.27MH 9.38
GATE 11.48 11.48
9.33
12.15 9.33
9.34
ROAD G - 2m+ 5.5m +2m 9.34
10.99 10.99 9.27 9.27 11.79
11.65
11.57
9.27 9.20 9.20
11.78 11.80 11.34
9.75 66 67 68 69 9.21
9.21 9.25
12.23 36 35 34 53 53 55 55 54 54 56 9.27 11.47 56 71 71 70 70 9.23 34
9.11
TYPE B 9.30 11.15 9.28 9.29 9.28 AS 9.28 9.28 34 34 69 OPP 9.33 TYPE A LP 35 69
9.47 ROAD H - 1m+ 5.5m +1m 53 73 940 39 38 37 36 35 35 9.23
68
9.27 OPP 9.27
AS OPP OPP
AS AS TYPE A AS OPP TYPE A TYPE A TYPE TYPE A TYPE 37 38 39 40
9.27 68
9.64 TYPE B TYPE B TYPE B TYPE B
9.02
36
9.34 9.34 10.33 10.33 KIG
11.16 9.21
OPP 9.32 9.23 56 9.23 9.23 67 OPP TYPE A
9.64
36 TYPE A
55 10.03 10.03
9.28 TYPE B 10.41 54 67
OPP 71 70
53 54 55 56 53 37 66676869
10.12 52 TYPE B 66 OPP
9.81 51 37
50 51 52 53 50
66
9.20 9.20
10.02 10.13 9.22
9.22 9.42 52 10.07 38 TYPE B
9.68 OPP
11.19
9.32
9.29 9.29 AS
52 9.64 38 61 62 63 64 65
TYPE B 9.16
10.18 9.16 9.11 51 39
TYPE B
9.90 9.90
9.41 8.98
8.98 OPP SPEED BUMP
10.30 10.30 51
39
9.45 9.45 AS 9.20 10.00
TYPE B
SIGN
10.35 10.35
9.19 TYPE B TYPE TYPE B TYPE 10.11
50
40
TYPE A TYPE A TYPE A TYPE B OPP AS 10.00 9.21
OPP LP KIG KIG
OPP OPP OPP 9.21
10.15 10.14
AS TL 505152 50
40 TYPE B 10.51
9.50
SIGN 9.81 9.49 9.61 9.19 9.18 10.24 10.39 LP TL CROSSING
9.31 TYPE A
9.63 46 45 44 43 42 41 AS
10.99
9.11 9.11
10.02
10.27 61 61 62 62 63 63 64 64 65 65 10.11 9.16
10.07
9.50 9.50
9.19 9.15
TYPE A 9.38 9.17 AS
0
8.82 8.82
9.41 9.41
TYPE B TYPE
ROAD J - 2m+ 5.5m +2m B TYPE TYPE A TYPE A TYPE A TYPE A
9.26
9.17 AS TYPE A OPP OPP AS OPP AS
9.11 9.43 AS
474849 9.44
9.67
11.10
9.13 8.89
9.02 9.02 10.28
9.99
9.96 9.96
9.18
SS
9.99 9.99 10m 10.19 60
9.89
12.11 12.11 10.20 11.71 47 AS
KIG 9.21
10.87 10.87
60 49 49 48 48 47 47 46 46 45 45 44 44 43 42 42 41 41
46 43
TYPE A
12.16 12.16
12.58
9.16 9.54 48 10.03 50ft 10.18 49 9.26 59 12.07 9.71 9.32 9.51 11.86 10.47
11.55 9.22 AS 59 11.43 TYPE A 9.23 CL 9.23MH 20m
ROAD J - 2m+ 5.5m +2m 9.45
10.72
CL 9.22MH 9.29 9.19
58
11.36 11.36
10.29 10.29
9.25
9.22 AS 9.22 10.91 LP
11.01 11.03 9.20 TYPE A
9.68 9.39 58 11.54 9.63 11.43
9.57 26
11.05 11.05
33 33 32 32 31 31 30 30 29 29 28 28 27 27 26 26 25 25 24
57 25 24
57585960 10.94 10.94 9.22
9.59 24 AS 30m
TYPE A 23 100ft 57
9.71 11.40
11.40 27 9.68 10.41
10.61 9.23 9.82
9.575
9.53 TYPE B 9.23 9.58 9.575 OPP
9.99 KIG
9.47 11.92 11.92
AS OPP
10.44 OPP
11.05 AS OPP AS OPP 9.38 9.700 9.740 9.62 9.600 TYPE A TYPE A TYPE 9.575 A TYPE
11.03 9.600 9.65 TYPE B TYPE B TYPE B TYPE B 9.600 12.13
9.19
9.600 10.06 40m TYPE B
9.64 OPP
9.600 9.35
10.37 9.74 9.600 12.56 12.56 9.84 10.26
9.675 BUS STOP 9.77 9.17 9.675 150ft 10.50 TYPE B 33 32 31 30 29 28 27 OPP
10.38
11.91
9.88
9.625
9.700
9.650
9.750 9.790
50m 9.700 9.20
DELIVERIES 9.22
10.95 10.95
10.10 10.10
9.74 TYPE B
10.98 9.64
10.11 10.21 10.17 10.11 9.750 OPP
NO ENTRY 33 28 23242526
9.94 9.94 FLAT FOR BINS 10.99 21 11.81
9.750
LP 9.19
9.98 9.98
1 2 3 5 6 7 8 9 16 32 4 29
9.64
9.65 30 s
9.69 10.19 31 10.19 11.64 9.83 9.800 10.19 10.34
9.650 9.71 10.06 10.06
10.150 10.200 9.39 9.800 10.000 10.050 10.100 9.39 9.800 9.800 9.850 9.900 9.950 9.650 TK TYPE B
9.840 17 OPP
9.800 9.85 9.800 PARKING 9.85 9.21
9.800 9.750 11.93
11.93 SPEED BUMP
9.750 9.19 10.20 9.695 44.6 10.20 11.00 200ft
9.750 18
9.690 10.08 10.08 9.930
9.820 9.700
9.65
rwp 9.725 9.850
9.69
9.69 10.043 10.24 10.24 11.74
9.840 9.600
9.850 19
9.700 9.750 9.800 9.80 9.650 10.050 9.80
KIG 11.25
9.840 10.000 11.25 10.09
11.32 10.09 23 23
9.840 9.624 9.950 22 9.713
9.891
10 11 12 14 15 40.0 9.900 13
9.51
9.24
9.650 9.775 9.838 9.888 9.52 9.58 9.72 10.23 9.715 9.850 10.67 9.840 H.P. 9.727 10.27 9.850
10.84 9.850
10.85 10.87 9.61 10.06 9.60 10.16 20
9.81
12.52
9.82 22 22 rwp
9.820 9.695 9.20
9.850
9.600 9.690
9.710 9.710
11.55 11.55 9.92
35.0 21 9.865
50mm dia electrical duct for power
9.825 9.700 9.786
100mm dia Foul Water Drain
10.75 10.75 12.97 C1 12.97
linear drainage
11.90 11.90 9.850 V 9.825 9.71 100mm dia Foul Water Drain 10.09 9.850 9.695
10.000 SIGN 9.690
9.74 9.21 9.850 9.646
9.820 9.646
9.46 9.775 9.650 9.79 10.63 C2 9.54 30.0 DR 9.722
9.66
9.64 9.64
9.850 10.73 9.44 9.65 9.600
9.20
C3
12.04
10.50 10.78 10.50
9.82 9.82
10.60 9.45
9.69 D TYPE
9.80 9.80 9.84
9.698 9.803 9.540 9.540 9.67 9.550 25.0 9.617 C4
10.74 9.22 100mm dia BT duct 9.850
9.840 9.715 9.627 9.752 9.76 10.62 9.625 12.03
9.850 9.500 10.21 10.21
rwp 12.20
9.820 9.695 C5
9.690 rwp 9.850 10.000 9.51 9.55 9.59 9.450 9.44 9.60 9.93
10.64
9.550 9.392 9.392 10.54 M 2.43
20.0 9.400 DR Bin Store Bin
9.700 9.469 C6 10.71 10.55
SIGN 10.55
9.600 9.475
KIG
2.22 M 2.22 9.350 9.79 2.43M x 2.2 M CONTAINER M 2.2 x 2.43M
9.800 9.800 9.57 LP 9.21 N 10.53 9.79 9.300 9.19
10.76
9.220
9.220
9.675 9.675 10.24 9.250 9.395
9.80 9.23 9.87 9.78 15.0 9.76 9.16 9.34 9.296
9.590 9.200
300ft 9.545 10.83
10.81 10.78 TYPE E RS
9.28 9.570 9.150 9.94
9.100 9.30 9.210 9.25 9.035 9.035 10.0 9.13 GATE 9.050 9.25 RNP 9.101 9.52
9.000 CL 9.26MH 9.44 9.26
9.21
9.115
8.96 8.96 KIG8.950 8.940 9.17
9.25
8.92 8.92 9.28 9.18
100m
9.04
5.0 9.04 KIG 9.30
8.971 9.30 9.10
9.10 KIG
9.22 9.22
9.27 9.27
9.10 9.08 0.0 9.07 9.093 9.09 9.18 9.16 CL 8.99MH 9.20 9.95 9.29
CL 9.28MH CL 9.21MH CL 9.20MH
8.96 8.93 8.95 9.02 9.15 GL GL 9.20 9.21 KIG
9.23
9.22
9.28
0M
5M It is preferable to have a level approach. However, where the PRIVATE REAR GARDENS SHOULD BE DESIGNED SO THAT: LTH standard) Paths should be a minimum of 900mm width. ( for more info. see it is between 5 and 10m, 1:20 where more than 10m*. permissible on an individual slope of less than 5 metres or 1:15 if · · · · · · · · · · Providing there are top, bottom and intermediate level * Stated specifications and dimensions required to meet criterion: The approach to all entrances should be level or gently sloping. topography prevents this, a maximum gradient of 1:12 is APPROACH GRADIENTS ACCESS FROM CAR PARKING ( all plots) THE DQR/ LTH STANDARDS NOTES: IMPACT OF PROPOSED DEVELOPMENT; PROVIDED , I.E. ACCESS ROAD LOCATION TO BE NOTE 10: TOPOGRAPHICAL SURVEY HAVE NOT BEEN REGARDING MEASURES TO PROTECT HABITATS FROM NOTE 9: ECOLOGICAL CONSULTANT TO ADVISE NOTE 8 : CONTAMINATION SURVEY TO BE PROVIDED; LANDSCAPE DESIGNERS NOTE 7: POS TO BE DESIGNED AND LOCATED BY UNDERGROUND UTILITIES AND OTHER CONSTRAINTS NOTE 6 : ENGINEERS TO ADVISE ABOUT ABOVE AND NOTE 5 : ACOUSTIC CONSULTANT TO ADVISE ABOUT REMOVAL OF EXISTING VEGETATION IS ACCEPTABLE NOTE 4: ARBORICULTURAL CONSULTANT TO CONFIRM IF DETERMINE IF EVERY PLOT CAN BE REACHED. REVIEWED NOTE 3 : THE FIRE AND REFUSE STRATEGIES TO BE PLANNING AND HIGHWAY CONSULTANTS. NOTE 2 : PARKING STRATEGY HIGHWAY CONSULTANT. HIGHWAY CONSULTANT. SIZE OF THE PRIVATE AND NOTE : ACCESS TO THE SITE BE DESIGNED BY CONFIRMED CONSTRAINTS RELATED TO NOISE ALONG THE ROADS ADOPTED ROADS AND PATHS TO BE REVIEWED BY · · · · · STANDARD SINGLE DQR/LTH DRIVEWAY SIZE 3.3m x 6m STANDARD SINGLE DRIVEWAY SIZE 3m x 6m STANDARD DQR/LTH PARKING SPACE SIZE 4.8m x 3.3m STANDARD PARKING SPACE SIZE 4.8m x 2.6m TBC BY HIGHWAY CONSULTANT NOTES: PARKING STANDARDS: KEY: BCP POS It has external service lighting that is switchable from inside No part of the remaining area slopes away from house No part of any additional useable area slopes toward the (excluding flats with no private garden) has been provided; living space or kitchen. is provided at the front passing through the house a discreet refuse bin compartment required to meet SBD) minimum1200mm high and built of nothing less substantial more steeply than 1 in 12 (ideally 15) house more steeply then 1 in 8. landings of not less than 1.2m excluding the swing doors Convenient access is possible from the main ground floor 3m x 3m, easily reached from the rear entrance. Discretion 30m2 for bungalows (excluding the space taken up by The boundaries between adjoining gardens are of and any garden gate to minimise the risk of tripping. There is a continuously surfaced access to the drying line as usable. and some irregular shaped gardens may not be considered should be used on deciding usable area eg side access paths shed) including a nominally level paved area of minimum They have a minimum usable area of 40m2 for houses and and gates. to use, secure and free from trip hazards. Where provided externally they must be safe for the occupant Where it is not possible to reach the rear garden without the dwelling (in addition to any security lighting that may be than timber close boarded fencing. An external robust and lockable garden store minimum 2m2 All homes will have suitable and robust drying facilities. SS 1 visitor parking spaces ( next to flats) 1&2 BED FLAT 2 allocated parking spaces 3 BED - 2 allocated parking spaces 2 BED - allocated parking spaces 4 BED - 3 allocated parking spaces V
X BY HIGHWAY CONSULTANT IN ORDER TO INDICATIVE PROPOSED INDICATIVE LOCATION OF THE INDICATIVE RED LINE POINTS PROPOSED POS DOCK WALL AS PER PLAN: DOCK WALL AS PER PLAN: RETENTION PLAN" TO BE PREPARED EXISTING TREES AS PER PLAN: BIN COLLECTION revised.dwg (OTDArbTS_870.1_NewDock_TreeCP) BASED ON TITLE PLAN 7093 PL03 Rev T 51261-SI01 Dock Wall Location_RL SUBSTATION TBC TREE ArbTS_870.1_NewDock_TreeCP_BLOCK.DWG VISITOR PARKING SPACES TBC TO BE CONFIRMED BY "TREE PRELIMINARY - - - Preliminary Site Plan Do Not scale off this drawing, use only figured part or used in any manner whatsoever without e.dt description date rev. and should not be reproduced in whole or omissions to the Architect immediately. dimensions and report any discrepancies or This drawing is the copyright of Roberts Limbrick Ltd their written permission. ROBERTS LIMBRICK LTD Newport, NP20 4PG Gloucester, GL1 1DG [email protected] The Estates Office, 25 - 26 Gold Tops, The Carriage Building, Bruton Way, project project Registered Office : England No. 06658029 www. aeauthor date drawing client scale status 68SH3A 9688-SCH03 T. 03333 405 500 - OLD TOWN DOCK RESIDENTIAL DEVELOPMENT robertslimbrick.com 50/9- 05/02/19 1/500 @ A0 r o rev. drg no. 9688
Appendix C
Appendix 5 T20.150 East Dock, Newport Newport City Council Parking Standards 2015
Appendix 5 sustainability calculation Single points Local Facilities Max walking distance Score Notes: 200 3 Local facilities include a foodstore*, chemist, post office, health-care facility** and school. Access to two of these within the 400 2 same walking distance will score single points. District Centre, School, Post Office, Supermarket 800 1 3 Access to a District Centre within the maximum walking distance will score double points, in addition access to a school and/or health care facility within the prescribed distances will score additional points Public Transport 300 3 3 Access to bus stop or railway station 400 2 800 1
Cycle Route 200 1 1
Public Transport Frequency Frequency Bus or rail service within 5 minutes 3 800m walking distance with services 20 minutes 2 0 operating 0700 -1900 30 minutes 1 Total 7