Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

eThekwini Municipality

Rev 3 | 23 October 2020

This report takes into account the particular instructions and requirements of our client. It is not intended for and should not be relied upon by any third party and no responsibility is undertaken to any third party.

Job number XXX

Arup (Pty) Ltd Reg. No. 1994/004081/07 Registered Firm Consulting Engineers South Africa

Arup (Pty) Ltd 167 Florida Road Morningside Durban 4001 PostNet Suite 25 Private Bag X504 Northway 4065 South Africa www.arup.com

Document7B Verification

Job title Film City Development | Stamford Hill | Durban Job number XXX Document title Traffic Impact Assessment | Rezoning Application File reference

Document ref eThekwini Municipality Revision Date Filename FILMC -ARUP-D-XX-RP-YT-1001.docx Rev 1 25 Aug Description Rev 1 2020

Prepared by Checked by Approved by Name N Adam M Kajee M Kajee

Signature Rev 2 18 Sep Filename FILMC -ARUP-D-XX-RP-YT-1003.docx 2020 Description Update Trip Gen Table P&R removed

Prepared by Checked by Approved by Name M Kajee N Hassen M Kajee

Signature Rev 3 23 Oct Filename FILMC -ARUP-D-XX-RP-YT-1004.docx 2020 Description Updated based on comments dated 20 October 2020 TE 12311

Prepared by Checked by Approved by Name M Kajee N Hassen M Kajee

Signature

Filename Description

Prepared by Checked by Approved by Name

Signature

Issue Document Verification with Document ✓

eThekwini Municipality | Rev 3 | 23 October 2020 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Contents

Page

1 ETA Checklist 5

2 Letter Signed by ECSA Registered Professional 7

3 Development Details 8 3.1 Background 8 3.2 Site Location 8 3.3 Development Details 9 3.4 Existing & Proposed Rights 10 3.5 Access Arrangements 13

4 Study Area 14

5 Background Information 15 5.1 Existing Road Network 15 5.2 Existing Intersection Controls 16

6 Review of Available Planning Documents 18 6.1 Inner City LAP Plan Transport Study 18 6.2 Detailed Public Transport Study for the Inner City and Outer Ring 24 6.3 Planned Transportation Upgrades 28 6.4 Progress on Proposed eThekwini Municipality Transportation Plans 28

7 Affected Planning/ Road Authorities 29

8 Background Traffic Demand Estimation 30 8.1 Existing Traffic Volumes (2020) 30 8.2 Forecast Traffic Volumes (2025 and 2030) 31

9 Traffic Demand Estimation 32 9.1 Existing Development Trip Generation Assessment – Latent Rights 32 9.2 Development Proposal 32 9.3 Inner City Trip Generation Estimate 33 9.4 Trip Generation Rates 33 9.5 Trip Reduction Factors 34 9.6 Trip Generation 34 9.7 Assessment Years 36

10 Trip Distribution & Assignment 37

11 Approved Neighbouring Developments 37

12 Total Traffic Demand 39

13 Demand Side Mitigation 39

14 Traffic Impact Assessment 40 14.1 Intersection Analysis 40 14.2 Segment Analysis 48

15 Planning Year Horizon (>2000 Trips) 50

16 Site Traffic Assessment 50

17 Public Transport Assessment 51 17.1 Trip Production 51 17.2 Trip Attraction 52 17.3 Short Term PT Response 54 17.4 Medium to Long Term PT Response 56

18 Pedestrian/NMT Assessment 58

19 Mitigating Measures 59 19.1 Inner City LAP 59 19.2 Inner City Public Transport Plan 59 19.3 M4 Upgrade plans 60 19.4 Short Term Road Upgrades 60 19.5 Medium to Long Term Road Upgrades 61 19.6 Preliminary Conclusion 61

20 Conclusion & Recommendations 62

21 References 67

Tables

Table 1: Phase 1 Development Bulks (m²) Table 2: Ultimate Development Bulks (m²) Table 3: Inner City Transportation Intervention Roll-Out Plan Table 4: Summary of planned development bulks in the Sport Precinct Table 5: Summary of TZ 30 – Sport Precinct Trip Generation Table 6: PT Plan Roll Out Table 7: Summary of Notional Development alternatives – Bulk, Parking and Trip Generation Table 8: Trip Generation using Inner City LAP rates Table 9: Trip generation rates Table 10: Trip Reduction Factors applied

Table 11: Trip generation for Film Studio and Theatre Table 12: Trip Generation for retail Table 13: Summary of Phase 1 Trip Generation Table 14: Trip generation for Film Studio, Hotel, Lofts and Theatre Table 15: Trip Generation for retail Table 16: Summary of Ultimate Phase Trip Generation Table 17: Trip Distribution Table 18: AM Peak hour Results Summary Table 19: PM Peak hour Results Summary Table 20: Trip production rates Table 21: Proportion of employees per income group per category Table 22: Modal split Table 23: Summary of public transport person trips Table 24: Summary of public transport person trips Table 25: PT Plan Roll Out

Figures

Figure 1: Site Location Figure 2: Locality Plan Figure 3: Access Arrangement Figure 4: Study Area Figure 5: Class of Roads [Source: eThekwini Municipality GIS Database] Figure 6: Number of Lanes [Source: eThekwini Municipality GIS Database] Figure 7: Intersection Locations & Current Traffic Control Figure 8: New primary and secondary road connections Figure 9: New Local and Frontal Streets Figure 10: New Pedestrian Prioritised Connections Figure 11: Inner City New Connected Network Figure 12: Inner City Ultimate Development Concept Plan Figure 13: Road Ownership [Source: eThekwini Municipality GIS Database] Figure 14: Intersection Numbering Figure 15: Extract from Suncoast 2018 TIA Figure 16: Inner City People Mover Network Figure 17: PT infrastructure and services in the area

Appendices

Appendix A Site0B Development Plan

Appendix B TIA1B Electronic Copy & Sidra Intersection 8 Files (on request)

Appendix C Calculation2B of Film Studio Set Trip Generation Rate

Appendix D Volume3B Diagrams

Appendix E Intersection4B Results

Appendix F Segment5B Analysis Results

Appendix G Trip6B Distribution Data

1 ETA Checklist

eThekwini Municipality | Rev 3 | 23 October 2020 Page 5 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

eThekwini Municipality | Rev 3 | 23 October 2020 Page 6 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

2 Letter Signed by ECSA Registered Professional

Head: eThekwini Transport Authority 167 Florida Road PO Box 680 Morningside Durban Durban 4001 4000 PostNet Suite 25 Private Bag X504 Northway 4065 South Africa

t +27 31 328 8700 f +27 31 328 8701

[email protected] www.arup.com

23 October 2020

Dear Sir/Madam

Traffic Impact Assessment (TIA) for Erf 11546, Erf 12693 and Rem/1/11543 Stamford Hill, Durban

The undersigned has been appointed as the registered professional for this Traffic Assessment and has applied due diligence to the content of this report and endeavoured to ensure that the report is free of technical errors and takes full responsibility for its contents.

Arup (Pty) Ltd also undertakes to attend any forum where the TIA is in dispute to report on matters that relate to the TIA. We understand and agree that the municipality shall not be liable to compensate us in this regard.

Yours sincerely,

Mohamed Kajee Senior Transport and Traffic Engineer

Arup 167 Florida Road Morningside Durban 4001 t +27 31 328 8700 Pr. Eng.: 20170283

eThekwini Municipality | Rev 3 | 23 October 2020 Page 7 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

3 Development Details

3.1 Background Arup (Pty) Ltd has been appointed by eThekwini Municipality to undertake a Traffic Impact Assessment (TIA) for the proposed Film City Development to be located in Stamford Hill, Durban (KZN). This TIA will form part of the Rezoning Application for the site.

3.2 Site Location The proposed development is situated within several land parcels, namely Erf 11546, Erf 12693 and Rem/1/11543 in Stamford Hill, Durban. The aforementioned site will henceforth be referred to as “the site”. The site is located approximately 3.5km North of the Durban CBD. The site has a total area of 93 377m². The site location and locality plan can be seen in Figures 1 and 2, respectively.

Figure 1: Site Location

eThekwini Municipality | Rev 3 | 23 October 2020 Page 8 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 2: Locality Plan

3.3 Development Details The municipality intends rezoning the site for a film city development. The proposed development will occur in a phased manner and the ultimate development will include the following land uses, a film studio, film studio retail, a backlot theatre, loft apartments, a hotel and markets. As this project is currently at the rezoning stage, the architectural plans are yet to be finalised. A concept plan is contained in Appendix A. The bulks for the Phase 1 and Ultimate development are presented in Table 1 Table 1: Phase 1 Development Bulks (m²)

Phase 1 Land Use Units/ Functional Circulation/ Yard/ BOH/ TOTAL TOTALS Rooms/ Floor Lobbies/ utilities FAR Seats Area/GLA Toilets etc Area Film Studio 12585 500 13085 Film Studio Retail 2100 300 2400 16485 Backlot Theatre 300 500 500 1000 Hotel 0 Markets 12100 3500 1400 17000 17000 Lofts 0 TOTAL 27285 4800 1400 33485

eThekwini Municipality | Rev 3 | 23 October 2020 Page 9 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Table 2: Ultimate Development Bulks (m²)

ULTIMATE Land Use Units/Rooms/ Functional Circulation/ Yard/BOH/ TOTAL TOTALS Seats Floor Lobbies/ utilities FAR Area Toilets etc Area /GLA Film Studio 24000 2880 26880 Film Studio Retail 10500 860 11360 50250 Backlot Theatre 500 1000 1300 2300 Hotel 108 4800 3410 1500 9710 Markets 23000 5240 2350 30590 59110 Lofts 408 27520 1000 28520 TOTAL 90820 14690 3850 109360

3.4 Existing & Proposed Rights According to the eThekwini Municipal GIS database, the site is currently zoned as Government and Municipal Reservations (see Figure 3) and is currently vacant, however portions of the site is used to host events periodically. The intention is to rezone the site from Government and Municipal Reservations, to Special Zone 32 (see Figure 4), which primarily allows for the operation of a Film City Development.

Item Existing Proposed

Land Use Government and Municipal Special Zone 32 Reservations

FAR N/A N/A

Height 6 55

Coverage 80% 75%

An assessment was undertaken of the trips generated by a notional development based on existing rights. The results are contained in Section 9.1.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 10 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 3: Existing Zone

eThekwini Municipality | Rev 3 | 23 October 2020 Page 11 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 4: Proposed Zone

eThekwini Municipality | Rev 3 | 23 October 2020 Page 12 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

3.5 Access Arrangements Access to the development will be as follows: • Phase 1 – Access will be located on Battery Beach Road, in the vicinity of the existing access point. The access point will be adjusted to ensure 120m spacing to MY Avenue and incorporate access to the pools. The access point will be a traffic circle with a 40m inscribed circle diameter (ICD). • Ultimate Phase Access – for the ultimate phase an additional access point via Sylvester Ntuli Road will be introduced. This access will be taken via the existing traffic circle located between Snell Parade and Sandile Thusi Rd. Access into the site will be via the existing M4 overpass bridge. A right of Way servitude will have to be registered over the vacant Natal Command site in favour of the Film Studio Development.

Figure 5: Access Arrangement

eThekwini Municipality | Rev 3 | 23 October 2020 Page 13 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

4 Study Area

The extent of the study area selected as illustrated in Figure 6 includes the following road(s) of significance: • Battery Beach Road • Slyvester Ntuli Road • M17 - Sandile Thusi Road • R102 - Umgeni Road • M4 - Ruth First Highway • M12 - Masabalala Yengwa Road • Snell Parade • Isaiah Ntshangase Rd

Figure 6: Study Area

eThekwini Municipality | Rev 3 | 23 October 2020 Page 14 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

5 Background Information

5.1 Existing Road Network Information regarding the class of road and numbers of lanes for roads of significance within the study area is illustrated in Figure 7and Figure 8. It should be noted that the data on the numbers of lanes contained in Figure 7 (as obtained from the eThekwini GIS database) does not reflect localised road widening. The information on the existing numbers of lanes in the vicinity of the intersections can be found in the Sidra layouts provided in Section 14 of this report.

Figure 7: Class of Roads [Source: eThekwini Municipality GIS Database]

eThekwini Municipality | Rev 3 | 23 October 2020 Page 15 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 8: Number of Lanes [Source: eThekwini Municipality GIS Database]

5.2 Existing Intersection Controls Based on the study area, it was determined that the following intersections be analysed: • Isaiah Ntshangase Road / R102 - Umgeni Road • R102 - Umgeni Road / M17 – Sandile Thusi Road • Battery Beach Road / M12 - Masabalala Yengwa Road • Isaiah Ntshangase Road / M12 - Masabalala Yengwa Road • M12 - Masabalala Yengwa Road / M17 – Sandile Thusi Road • M 17 - Sandile Thusi Road / M4 – Ruth First Highway • M17 – Sandile Thusi Road / Slyvester Ntuli Road • Battery Beach / Snell Parade • Battery Beach Road / Suncoast Parking Access • Battery Beach Road / Suncoast Service Access • Battery Beach Road / Access

eThekwini Municipality | Rev 3 | 23 October 2020 Page 16 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 9: Intersection Locations & Current Traffic Control

eThekwini Municipality | Rev 3 | 23 October 2020 Page 17 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

6 Review of Available Planning Documents

6.1 Inner City LAP Plan Transport Study In 2016, the eThekwini Municipality completed the Inner City LAP plan. The plan considered the complete regeneration of the inner city. The plan accounted for the increase in the population from 85,000 to 450,000 and the increase in job opportunities from 65,000 to 250,000. The vision of the inner city: By 2040 the Inner City of Durban will be Africa’s leading, most vibrant, liveable, walkable City Centre providing economic, residential, sporting ad leisure opportunities for all. An assessment of the plan shows a number of transportation intervention being in place to support the vision. These include: • New Primary and Secondary road connections (see Figure 10) • New local and frontal streets (see Figure 11) • New Pedestrian Prioritised Connections (see Figure 12) • Roll out of the BRT Trunk Corridors (C1, C8, C5 and C6) • Inner City Distribution Service (ICDS) • Airport LRT • Public Transport Node Upgrades (Warwick, Alice Street Depot, Centrum Terminal) • Rail Upgrades (Rolling Stock, Infrastructure, Durban and Berea Station) • NMT Projects – (Bike Lanes, Bike Share schemes) Refer to Table 3 for a roll-out plan of the various transportation interventions. Table 3: Inner City Transportation Intervention Roll-Out Plan

eThekwini Municipality | Rev 3 | 23 October 2020 Page 18 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 10: New primary and secondary road connections

eThekwini Municipality | Rev 3 | 23 October 2020 Page 19 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 11: New Local and Frontal Streets

eThekwini Municipality | Rev 3 | 23 October 2020 Page 20 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 12: New Pedestrian Prioritised Connections

eThekwini Municipality | Rev 3 | 23 October 2020 Page 21 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 13: Inner City New Connected Network

eThekwini Municipality | Rev 3 | 23 October 2020 Page 22 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 14: Inner City Ultimate Development Concept Plan

eThekwini Municipality | Rev 3 | 23 October 2020 Page 23 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

6.1.1 Inner City LAP Transportation Modelling Results A strategic transportation study was undertaken for the regeneration of the inner city. The transportation study was undertaken from first principles using person trips. The transportation demand forecast was calculated by applying a policy modal split of 65:35 (PT:Pvt) and allowing for peak spreading by extending the peak period form 2 hours to 3 hours. In addition, trips within 400m from desitination zone was assigned to walk trips and 10% of internal PT and car trips was assigned to cycling in keeping with the Walkable City theme. For Traffic Zone (TZ) 30 – Sports Precinct, the TZ within which the Film Studio development is located in, it was estimated that this zone will consist of a development bulk of 1,800,000m² which will consist of a mix of residential, retail, commercial and other land uses. The quantum of development that was accounted for is summarised in Table 4. Table 4: Summary of planned development bulks in the Sport Precinct

Traffic SHORT TERM MEDIUM TERM LONG TERM Zone RESIDENTIAL RETAIL COMM/IND OTHER RESIDENTIAL RETAIL COMM/IND OTHER RESIDENTIAL RETAIL COMM/IND OTHER 30 73 072 7 684 28 545 14 728 292 288 30 736 114 181 58 912 365 360 38 421 142 726 73 641 The amount of person trips and PCU trips which will be generated by TZ 30 is 15 000 person trips and 3015 PCU trips in the peak hour, split 45:55 in:out. The breakdown of trips per direction and mode is contained in Table 5. Table 5: Summary of TZ 30 – Sport Precinct Trip Generation

6.2 Detailed Public Transport Study for the Inner City and Outer Ring Following the completion of the Inner-City LAP, the eThekwini Transport Authority (ETA) took the first step in realising its vision by appointing a team to prepare the Detailed Public Transport Study for the Inner City and Outer Ring. The study is currently at a conceptual and high level stage and is undergoing detail planning.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 24 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

An assessment of the 2040 High Level Public Transport plan shows a number of PT proposals for the Inner City. The following proposals will have a direct and positive impact on the Film City Development: • NMT Plans • ICDS Routes 5a, 6a and 6b • C1 Corridor from Bridge City to Durban CBD via Umgeni Rd • C8 Corridor from Tongaat to Durban CBD via KSIA • KSIA LRT System • Inner City Tram • C2 Rail Corridor from Umlazi and Kwa Mashu to Durban’s CBD • Feeder Services from the Berea The potential roll-out of these plans are summarised in Table 6 Table 6: PT Plan Roll Out

Proposal 2020 2030 2040

NMT Plans x x x

ICDS Routes 5a, 6a x x x and 6b

C1 Corridor from x Bridge City to Durban CBD via Umgeni Rd

C8 Corridor from x Tongaat to Durban CBD via KSIA

KSIA LRT System x Inner City Tram x C2 Rail Corridor from x Umlazi and Kwa Mashu to Durban’s CBD

Feeder Services from x the Berea

eThekwini Municipality | Rev 3 | 23 October 2020 Page 25 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

eThekwini Municipality | Rev 3 | 23 October 2020 Page 26 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

eThekwini Municipality | Rev 3 | 23 October 2020 Page 27 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

6.3 Planned Transportation Upgrades In addition to the transportation upgrades discussed in the previous two sections, plans are afoot to add an additional lane to the M4 Ruth First Highway in both direction. However, at this stage, the extents of the upgrades and timeframes are not known.

6.4 Progress on Proposed eThekwini Municipality Transportation Plans A review was undertaken on the progress of the plans that have been prepared by the eThekwini Transport Authority. From the assessment that has been carried out, it is understood that none of the transportation proposals identified in the Inner-City LAP Transportation study, Detailed Public Transport Study for the Inner City or the planned M4 upgrades have been implemented to date. In addition, based on the discussions with the ETA, it is doubtful that any will be completed by 2022.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 28 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

7 Affected Planning/ Road Authorities

As per Figure 15, all the roads of significance fall under the control of the eThekwini Municipality.

Figure 15: Road Ownership [Source: eThekwini Municipality GIS Database]

eThekwini Municipality | Rev 3 | 23 October 2020 Page 29 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

8 Background Traffic Demand Estimation

8.1 Existing Traffic Volumes (2020) To determine the base 2020 traffic volumes for the study area, historical traffic counts were obtained from the eThekwini Municipality’s traffic count database. The following counts with dates were obtained: • Intersection 1 – Umgeni Rd and Isaiah Ntshangase Road - March 2015 • Intersection 2 – Masabalala Yengwa Avenue and Isaiah Ntshangase Road – Feb 2017 • Intersection 3 - Masabalala Yengwa Avenue and Battery Beach Rd - Feb 2017 • Intersection 5 – Battery Beach Rd and Snell Parade and Suncoast North Access – May 2015/2017 • Intersection 6 – Snell Parade and Suncoast South Access – 2016 • Intersection 7 – Sylvester Ntuli Rd and Snell Parade – 2017 • Intersection 9 - Sylvester Ntuli Rd and Sandile Thusi Rd – May 2015 • Intersection 10 Sandile Thusi Rd and M4 – Oct 2015 • Interaction 11 and 12 – Sandile Thusi Rd and Masabalala Yengwa Avenue interchange – May 2015 • Intersection 13 – Sandile Thusi Rd and Umgeni Rd – April 2015 The counts were factored up to 2020 volumes by applying a 2% growth rate and, where practical, the volumes were balanced. The location of these intersection are contained in Figure 16 The 2020 base year counts may be seen in Appendix D in Figures D1 and D2

eThekwini Municipality | Rev 3 | 23 October 2020 Page 30 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 16: Intersection Numbering

8.2 Forecast Traffic Volumes (2025 and 2030) To forecast the 2025 and 2030 traffic volumes a 2% growth rate was applied. The 2025 and 2030 in Figures D3 to D6 in Appendix D.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 31 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

9 Traffic Demand Estimation

9.1 Existing Development Trip Generation Assessment – Latent Rights As indicated in Section 3.4, the site is zoned Government and Municipal requirements and has free entry use rights for a number of uses. Some of the higher traffic generating land uses include Offices, Office-Medical, Markets, Educational Establishment and Institution. The size of the site is 93 377m² An assessment was undertaken of three notional development alternatives. The first alternative considers a 6000-student tertiary facility, the second considers a medical facility with 10 000m² medical centre and a 300-bed hospital and the third considers a 50 000m² office block. In all three alternatives, parking was provided at-grade and not in a structured parking facility. All three alternatives generate in excess of 1000 trips during the commuter peak hour, with alternate 1 generating in excess of 4000 trips. The trips generated by alternate 1 is greater than that generated by the proposed Ultimate Film City development. Table 7 contains a summary of the notional development alternatives, the parking requirements and development trip generation. Table 7: Summary of Notional Development alternatives – Bulk, Parking and Trip Generation

Education Medical Private Total Area of on- Number of Offices Number of Area per bay Trip Gen Alternate Facility Offices Hospital Parking grade Comments Students (sqm) Beds (sqm) (worst case) (sqm) (sqm) (sqm) Bays parking 4 storey tertiary facility with 1 6 000 205 508 1 500 28 42 000 4 615 on-grade parking 2 storey hospital with on- 2 10 000 30 000 300 1 050 28 29 400 1 295 grade parking. 25% of hospital is general office 3 Storey Office Block with on- 3 50 000 2 500 28 70 000 1 050 grade parking

9.2 Development Proposal The client intends to develop the site to accommodate for a film city development, with the ultimate development including the following land uses, a film studio, film studio retail, a backlot theatre, a hotel and markets on a total of 90820m² of GLA. The development will consist of a phase 1 and ultimate development phase. Phase 1 primarily focuses on the film studio component of the development consisting of movie sets, theatre and themed retail whilst the ultimate phase will account for the remainder of the development which includes loft apartments, additional retail and a hotel.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 32 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

9.3 Inner City Trip Generation Estimate As discussed in Section 6.1.1, a trip generation exercise was undertaken for Traffic Zone 30 – Sport precinct from first principles, accounting for peak spreading and a target modal split. The data was assessed and the effective trip rate and total PCU demand for the Film Studio ultimate phase is contained in Table 8. The results indicate that the development would generate some 365 trips during the AM Peak hour. Table 8: Trip Generation using Inner City LAP rates Land Use GLA Trip Rate Trips Film Studio 24000 0,31 74 Markets and retail 33500 0,35 117 Theatre 500 0,14 70 Hotel 108 0,2 22 Lofts 408 0,2 82 TOTAL 365

9.4 Trip Generation Rates For the film studio component of the development a detailed assessment was undertaken to determine the trip rate using employment/on-site population data at the Cape Town Film Studios. The trip rate that was derived for Phase 1 equated to 2,4 trips/100m² whilst for the Ultimate phase the rate decreases to 1,2 trips. For this study, a rate of 2,4 trips/100m² was applied for both phases. A summary of the trip rate derivation is contained in Appendix C. For the retail component in Phase 1, the Friday PM rate was applied whilst in the ultimate phase the weekday PM rate was applied. The reason for using a reduced rate was to work towards an inner-city LAP vision of a walkable city. For the loft apartments, a base rate of 1 trip/unit was applied for the ultimate phase, again, with the aim to work towards the inner city LAP vision of a walkable city. For the hotel and theatre, the trip rates contained in the ETA Manual for Traffic Impact Assessments and Site Traffic Assessments was applied as shown in Table 9. Table 9: Trip generation rates Land Use Phase Rate Notes Film Studio 2 /100sqm Markets and retail 1 3,4 /100sqm Theatre 0,5 seat Film Studio 2 /100sqm Markets and retail 3 /100sqm Theatre Ultimate 0,5 seat Hotel 0,5 room Lofts 1 unit

eThekwini Municipality | Rev 3 | 23 October 2020 Page 33 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

9.5 Trip Reduction Factors The trip reduction factors applied for the development is summarised in Table 10. For Phase 1, in light of the People Mover service being in proximity to the development and the development itself being within walking distance of the Moses Mabhida rail station and the Umgeni Rd PT corridor, the PT reduction was applied. For the market and retail component, 50% of the low car ownership reduction factor was applied to account for the existing car ownership levels within the CBD. In the ultimate phase, PT reduction factors were applied to all uses and low car ownership was applied to retail and lofts in light of the municipality’s inner city LAP vision. In addition, the mixed-use reduction factor was applied to the theatre, hotel and loft land uses. Table 10: Trip Reduction Factors applied

Land Use Phase PT Car Ownership MU Film Studio Markets and retail 1 15% 15% Theatre 10% Film Studio Markets and retail 15% 30% Theatre Ultimate 10% 10% Hotel 15% 20% Lofts 15% 30% 10%

9.6 Trip Generation Applying the trip rates and reduction factors considered in Sections 9.3 and 9.4, the traffic demand forecast for the Phase 1 and Ultimate development was calculated.

9.6.1 Phase 1 The Phase 1 trip generation is summarised in Table 11, Table 12 and Table 13. In phase 1, the development is expected to generate 521 trips in the AM peak hour and 1149 trips in the PM peak hour. Table 11: Trip generation for Film Studio and Theatre

Land Use GLA Trip Trip Rate Trips Gen In: Out Split (sqm)/ Rate PM AM PM AM PM persons AM In Out In Out Film Studio PH1 12585 2 2 252 252 189 63 63 189 Theatre PH1 300 0,45 0,45 135 135 122 14 14 122 TOTAL 387 387 310 76 76 310

eThekwini Municipality | Rev 3 | 23 October 2020 Page 34 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Table 12: Trip Generation for retail

Land Use GLA Period Trip Generation (sqm) Base Rate Reduction Adjustment Factor New Rate Trips Retail + 14200 AM Peak 0,6 0,9 135 Markets PM Peak 3,4 0,72 2,19 5,4 763 PH1 SAT AM 5 7,9 1122

Table 13: Summary of Phase 1 Trip Generation

Phase 1 AM TOTAL PM TOTAL IN OUT IN OUT TOTAL WITHOUT Passer By 398 124 521 334 567 901 TOTAL 398 124 521 458 692 1149

9.6.2 Ultimate The ultimate phase trip generation is summarised in Table 14, Table 15 and Table 16. The ultimate development is expected to generate 1125 trips in the AM peak hour and 1875 trips in the PM peak hour. This accounts for the trip reduction factors and the modified trip rates Table 14: Trip generation for Film Studio, Hotel, Lofts and Theatre

Land Use GLA Trip Trip Rate Trips Gen In: Out Split (sqm)/ Rate PM AM PM AM PM Units/ AM persons In Out In Out Film Studio Ultimate 24000 2 2 480 480 360 120 120 360 Hotel Ultimate 108 0,34 0,34 37 37 22 15 20 17 Lofts Ultimate 408 0,5355 0,5355 218 218 55 164 153 66 Theatre Ultimate 500 0,405 0,405 203 203 182 20 20 182 TOTAL 938 938 619 319 313 624

Table 15: Trip Generation for retail

Land Use GLA Period Trip Generation (sqm) Base Rate Reduction Adjustment Factor New Rate Trips Retail + 33500 AM Peak 0,6 0,60 1,57 0,6 187 Markets PM Peak 3 2,8 937 Ultimate SAT AM 5 4,7 1562

Table 16: Summary of Ultimate Phase Trip Generation

ULTIMATE AM TOTAL PM TOTAL IN OUT IN OUT TOTAL WITHOUT Passer By 741 384 1125 629 940 1570 TOTAL 741 384 1125 782 1093 1875

eThekwini Municipality | Rev 3 | 23 October 2020 Page 35 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

9.7 Assessment Years According to the ETA Manual for TIA’s & STA’s, developments that generate more than 1000 peak hour trips and less than 2000 peak hour passenger car trips will warrant the following assessment(s) to be undertaken: • Design Horizon Year – 2030 plus development.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 36 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

10 Trip Distribution & Assignment

The trip distribution for the development was calculated using the 2025 medium growth population data for the 60 x 60 zone system and calculating the journey time between the OD. The percentage distribution was applied for both inbound and outbound trips. The directional distribution is summarised in Table 17. The distribution was largely based on the directional approach to the study area. The northern areas are the zones from Durban North onwards, the southern areas include the inner city and southwards, the west accounts for Berea North and South and Far West accounts for the rest of the zones west of the Berea (N3, M13 and M19 areas) Table 17: Trip Distribution Direction Percentage N 34% S 45% W 6% FW 15%

The above distribution was applied to the various land uses for each phase and the respective assignment percentage and assignment volumes are contained in Figures D7 to D33 in Appendix D.

11 Approved Neighbouring Developments

A truncated TIA was undertaken for the Suncoast Development, entitled The Proposed Additions and alterations on Erf 12519, Stamford Hill also known as Suncoast Casino, Hotels and Entertainment World, Rev 00 was prepared by NSA Consulting Engineer in March 2018. The development bulk considered in the TIA is contained in the extract taken from the report contained in Figure 17. The 2018 development bulk considered was for an 8332m ² development of which comprised of a retail component, extra casino floor area plus conference type facilities. The study area was curtailed to Snell Parade only. In this regard, the development volumes extracted from the report was rudimentarily extended through the Film Studio casino study area, to assess the combined impact. The Suncoast Development traffic is contained in Figures D34 and D35 in Appendix D.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 37 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 17: Extract from Suncoast 2018 TIA

eThekwini Municipality | Rev 3 | 23 October 2020 Page 38 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

12 Total Traffic Demand

Based on the development phasing and neighbouring development, the following development scenarios were considered: • 2025 Background Traffic Plus Phase 1 Film City Development • 2030 Background Traffic Plus Ultimate Film City Development • 2030 Background Traffic Plus Ultimate Film City Development plus Suncoast Casino Development The 2025 Background Traffic Plus Phase 1 Film City Development volume diagram is contained in Figures D36 and D37 in Appendix D The 2030 Background Traffic Plus Ultimate Film City Development volume diagram is contained in Figures D38 and D39 in Appendix D The 2030 Background Traffic Plus Ultimate Film City Development plus Suncoast Casino Development volume diagram is contained in Figures D40 and D41 in Appendix D

13 Demand Side Mitigation

The mitigating measures discussed under Section 19 are relevant to the Demand Side mitigation strategy for the development

eThekwini Municipality | Rev 3 | 23 October 2020 Page 39 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

14 Traffic Impact Assessment

The traffic impact assessment was undertaken at an intersection level using Sidra v8 and at a segment level using the Highway Capacity Manuals (HCM) Urban Street Segment assessment process

14.1 Intersection Analysis An assessment was undertaken to determine the Levels of Service (LOS) at the analysed intersections. LOS is a measure used by traffic engineers to gauge the performance of intersections. The delay is inverse to the LOS which implies that the LOS decreases as the delay increases. The LOS ranges from A to F, with LOS A being the most favourable. For this assessment, a comparison was undertaken of the overall intersection volumes, overall intersection delays and overall LOS, for each intersection, for each scenario and for the AM and PM. The results of the comparison are contained in the following sections. The detailed sidra results are contained in Appendix E. The summary of overall results for the AM and PM Peak hour is contained in Table 18 and Table 19, respectively.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 40 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Table 18: AM Peak hour Results Summary

AM 2020 2025 2025+Ph 1 2030 2030 + Ult Dev 2030 + Ult Dev Notes Dev +SunCoast 1 Isaiah Ntshangase Rd Total Vol 4031 4448 4469 4908 4945 5022 Mitigation measure and Umgeni Rd Delays 46,5 65,6 67,7 94,6 103,3 116,2 will require lane remarking and LOS LOS D LOS E LOS E LOS F LOS F LOS F enforcements Delays with Mitigation 62,7 115,4 LOS with Mitgation LOS E LOS F 2 Isaiah Ntshangase Rd Total Vol 5149 5685 5823 6277 6551 6941 Intersection to be and Masabalala Delays 45,4 96,8 112,3 158,1 209,1 248,9 upgraded as part of Yengwa Ave IRPTN C8 Corridor LOS LOS D LOS F LOS F LOS F LOS F LOS F Delays with Mitigation 77,1 LOS with Mitgation LOS E 3 Battery Beach Rd Total Vol 4722 5213 5422 5757 6120 6775 Lane Remarking on and Masabalala Delays 25,5 70,5 83,3 132,8 183,3 244,4 East Approach plus Yengwa Ave extend left lane on LOS LOS C LOS E LOS F LOS F LOS F LOS F north approach to Delays with Mitigation 7,4 134,3 40m LOS with Mitgation LOS A LOS F 4 Battery Beach Rd Total Vol 1103 1120 1776 and Access to the Delays 5,6 5,5 7,4 Development LOS LOS A LOS A LOS A Delays with Mitigation LOS with Mitgation 5 Battery Beach Total Vol 805 887 1227 980 1122 1828 Rd/Snell Parade and Delays 6,4 6,9 8,2 7,5 8,2 17,3 Suncoast Access North LOS LOS A LOS A LOS A LOS A LOS A LOS A Delays with Mitigation LOS with Mitgation 6 Snell Parade and Total Vol 732 806 1102 893 976 1624 Suncoast Access Delays 4,6 4,8 5,5 5 5,1 8,4 South LOS LOS A LOS A LOS A LOS A LOS A LOS A Delays with Mitigation LOS with Mitgation 7 Snell Parade/ Total Vol 936 1033 1313 1141 1212 2479 Additional approach Sylvester Ntuli Rd Delays 5,2 5,5 6,9 5,8 6 16,5 and departure lane on and Suncoast Service north approach LOS LOS A LOS A LOS A LOS A LOS A LOS B Delays with Mitigation 16,5 LOS with Mitgation LOS B 8 Sylvester Ntuli Rd Total Vol 714 1208 2277 and Future Access Delays 4,8 6,4 14,7 LOS LOS A LOS A LOS B Delays with Mitigation LOS with Mitgation 9 Sylvester Ntuli Rd Total Vol 2725 3011 3289 3322 4071 5139 Lane Remarking on and Sandile Thusi Rd Delays 18,1 18,5 19,3 20 21,8 72 North Approach Plus Optimise Signals for LOS LOS B LOS B LOS B LOS B LOS C LOS E 2030 + Ult Dev + Delays with Mitigation 31,2 Suncoast Scenario LOS with Mitgation LOS C 10 M4 Ruth First Total Vol 9161 10113 10193 11168 11426 11792 North Left slip Highway and Sandile Delays 213,6 311,1 312,1 403,5 405 379,2 extended to 130m Thusi Rd plus Signal LOS LOS F LOS F LOS F LOS F LOS F LOS F Optimisation Delays with Mitigation 219,2 327,3 LOS with Mitgation LOS F LOS F 11 Masbalala Yengwa Total Vol 4957 5475 5481 6043 6063 6218 Ave and Sandile Delays 23,5 31,6 31,7 43 43,1 43,9 Thusi Rd IC - East LOS LOS C LOS C LOS C LOS D LOS D LOS D Delays with Mitigation LOS with Mitgation 12 Masbalala Yengwa Total Vol 4929 5442 5468 6008 6067 6222 Ave and Sandile Delays 14,5 17,1 32,6 24,6 25,6 28,1 Thusi Rd IC - West LOS LOS B LOS B LOS C LOS C LOS C LOS C Delays with Mitigation LOS with Mitgation 13 Umgeni Rd and Total Vol 7185 7931 7958 8757 8817 8972 Sandile Thusi Rd Delays 200,9 272,6 276,9 366,8 333 398,8 LOS LOS F LOS F LOS F LOS F LOS F LOS F Delays with Mitigation LOS with Mitgation

eThekwini Municipality | Rev 3 | 23 October 2020 Page 41 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Table 19: PM Peak hour Results Summary

PM 2020 2025 2025+Ph 1 2030 2030 + Ult 2030 + Ult Dev Notes Dev Dev +SunCoast

1 Isaiah Ntshangase Total Vol 4533 5005 5037 5527 5579 5591 Mitigation measure Rd and Umgeni Rd Delays 48,6 87 93,8 138,8 152,4 157,7 will require lane remarking and LOS LOS D LOS F LOS F LOS F LOS F LOS F enforcements Delays with Mitigation 75 131,8 LOS with Mitgation LOS E LOS F 2 Isaiah Ntshangase Total Vol 5060 5584 5800 6167 6563 6596 Intersection to be Rd and Masabalala upgraded as part of Delays 200,1 271,1 309,3 352,7 418,2 426,3 Yengwa Ave IRPTN C8 Corridor LOS LOS F LOS F LOS F LOS F LOS F LOS F Delays with Mitigation 78,8 LOS with Mitgation LOS E 3 Battery Beach Rd Total Vol 4560 5034 5565 5559 6338 6621 Lane Remarking on and Masabalala East Approach plus Delays 14,6 19,6 30,7 37 100 191,5 Yengwa Ave extend left lane on LOS LOS B LOS B LOS C LOS D LOS F LOS F north approach to 40m Delays with Mitigation 24,9 69,0 LOS with Mitgation LOS C LOS E 4 Battery Beach Rd Total Vol 1659 1982 2276 and Access to the Delays 7,2 10 11,1 Development LOS LOS A LOS A LOS B Delays with Mitigation LOS with Mitgation 5 Battery Beach Total Vol 1097 1211 1485 1338 1545 2458 Rd/Snell Parade and Delays 6,5 7 8,6 7,6 8,4 26,7 Suncoast Access North LOS LOS A LOS A LOS A LOS A LOS A LOS B Delays with Mitigation LOS with Mitgation 6 Snell Parade and Total Vol 1212 1339 1561 1478 1547 2349 Suncoast Access Delays 5,8 6,2 6,8 6,6 6,8 12,7 South LOS LOS A LOS A LOS A LOS A LOS A LOS B Delays with Mitigation LOS with Mitgation 7 Snell Parade/ Total Vol 1280 1415 1616 1559 1602 3227 Additional approach Sylvester Ntuli Rd and departure lane on Delays 6,6 7,3 8,8 8,1 8,8 105,4 and Suncoast north approach Service LOS LOS A LOS A LOS A LOS A LOS A LOS F Delays with Mitigation 27,5 LOS with Mitgation LOS C 8 Sylvester Ntuli Rd Total Vol 1075 1387 2736 and Future Access Delays 5,5 6,6 12,5 LOS LOS A LOS A LOS B Delays with Mitigation LOS with Mitgation 9 Sylvester Ntuli Rd Total Vol 3066 3387 3588 3739 4385 5734 Lane Remarking on and Sandile Thusi North Approach Plus Delays 17 17,4 18,3 17,6 23,9 310,3 Rd Optimise Signals for LOS LOS B LOS B LOS B LOS B LOS C LOS F 2030 + Ult Dev + Delays with Mitigation 30,7 Suncoast Scenario LOS with Mitgation LOS C 10 M4 Ruth First Total Vol 8612 9505 9528 10494 10656 10919 North Left slip Highway and extended to 130m plus Delays 174 218 218,5 262,8 263,8 273,3 Sandile Thusi Rd Signal Optimisation LOS LOS F LOS F LOS F LOS F LOS F LOS F Delays with Mitigation 218,7 268,2 LOS with Mitgation LOS F LOS F 11 Masbalala Yengwa Total Vol 3965 4379 4418 4836 4791 5096 Ave and Sandile Delays 11,4 12 12,4 12,8 12,4 13,5 Thusi Rd IC - East LOS LOS B LOS B LOS B LOS B LOS B LOS B Delays with Mitigation LOS with Mitgation 12 Masbalala Yengwa Total Vol 4621 5102 5151 5632 5716 5916 Ave and Sandile Delays 23,4 32,6 27,3 68,6 34,3 36,6 Thusi Rd IC - West LOS LOS C LOS C LOS C LOS E LOS C LOS D Delays with Mitigation LOS with Mitgation 13 Umgeni Rd and Total Vol 6521 7200 7219 7947 8013 8213 Sandile Thusi Rd Delays 110,8 150,4 151,8 206 213,6 231,8 LOS LOS F LOS F LOS F LOS F LOS F LOS F Delays with Mitigation LOS with Mitgation

eThekwini Municipality | Rev 3 | 23 October 2020 Page 42 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

1 – Umgeni Rd and Isaiah Ntshangase Road The intersection currently operates at an overall LOS D during the AM and PM Peak hours. However, by 2025 and 2030, the intersection will experience large delays, especially during the PM Peak hour. In light of the above, the following mitigating measures should be considered. The measure won’t bring the overall LOS to LOS D however, it will seek to reduce the delays. The on-street parking on the south approach should be removed over a 40 – 50m section to create a short through lane. A discussion was held with Mr Vishay Hariram of the ETA’s Traffic Operations branch and he indicated via email that he aforementioned intersection adjustment is not practical at this stage as the businesses in the area require the parking bays. Therefore, this recommendation has not been taken forward.

Existing Proposed

2 – Masabalala Yengwa Avenue and Isaiah Ntshangase Road The intersection currently operates at an overall LOS D during the AM and LOS F during the PM Peak hour. By 2025 and 2030, the intersection will experience large delays, especially during the PM Peak hour. One potential mitigating measure for the PM peak hour will be to optimise the signal timing to allow more green time for the northbound movement. This intersection should be upgraded as part of the IRPTN C8 Corridor upgrade.

3 - Masabalala Yengwa Avenue and Battery Beach Rd The intersection currently operates at an overall LOS C during the AM and LOS B during the PM Peak hour. By 2025 there will be an increase in delays during the AM Peak hour, which is exacerbated in the 2030 AM Peak hour. With the implementation of Phase 1 Development traffic in 2025, the AM Peak hour operates at an LOS F. To mitigate this impact it is proposed that the eastern

eThekwini Municipality | Rev 3 | 23 October 2020 Page 43 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

approach be reconfigured to accommodate for a 20m short left lane, and the lanes on this approach be remarked to allow for a double right turn movement. The short-left slip on the north should be extended to 40m and traffic signals optimised. With the implementation of Ultimate Development in 2030, this intersection will operate at an LOS F. Consideration could be given to converting the far side through lane on the north approach to a shared through and left turn lane. Notwithstanding, these measures, by 2030 ultimate development plus Suncoast development, the intersection will operate at a poor LOS.

Existing Proposed – 2025

Proposed – 2030

4 – Battery Beach Rd and Access The intersection was tested as a traffic circle and was found to operate at an acceptable LOS during the AM and PM peak hours

eThekwini Municipality | Rev 3 | 23 October 2020 Page 44 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

5 – Battery Beach Rd and Snell Parade and Suncoast North Access This intersection will continue to operate at an acceptable overall LOS for all scenarios during the AM and PM peak hours

6 – Snell Parade and Suncoast South Access This intersection will continue to operate at an acceptable overall LOS for all scenarios during the AM and PM peak hours

7 – Sylvester Ntuli Rd and Snell Parade This intersection will continue to operate at an acceptable overall LOS for all scenarios during the AM and PM peak hours. However, by 2030 ultimate development plus Suncoast development scenario there will be delays. In this regard, it is proposed that an additional approach and departure lane be implemented on the north approach

Existing Proposed

8 – Sylvester Ntuli Rd and Future Access The intersection was tested as a traffic circle and was found to operate at an acceptable LOS during the AM and PM peak hours

9 - Sylvester Ntuli Rd and Sandile Thusi Rd The intersection currently operates at LOS B during the AM and PM peak hours and will continue to operate at an acceptable LOS in 2025 and 2030. With the addition of the Film City development (Phase 1 and Ultimate Development traffic) the intersection continues to operate at an acceptable LOS. However, with the addition of the Suncoast traffic, the intersection experiences delays.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 45 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

In this regard, it is recommended that the north approach be remarked to allow for a double right turn movement. In addition, the existing left slip on the is to be converted to a 60m short shared through and left lane that is brought to the stop line.

Existing Proposed

10 - Sandile Thusi Rd and M4 This intersection currently operates at LOS F during the AM and PM peak hour and will continue in 2025 and 2030. The addition of the Film City development traffic has a minimal impact on this intersection since the development traffic that is assigned to this intersection are on movements that currently have capacity viz. left turn on north approach and right turn on south approach. The implementation of the Inner City’s LAP and PT plan will seek to alleviate congestion at this intersection. Notwithstanding the above, consideration can be given to extending the left turn on the north approach to 130m as well as reconsidering the signal phasing during the AM peak hour.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 46 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Existing Proposed

11 and 12 – Sandile Thusi Rd and Masabalala Yengwa Avenue interchange The interchange terminals currently operate at an overall acceptable LOS and will continue to do so when the development traffic is added to the network.

13 – Sandile Thusi Rd and Umgeni Rd The intersection currently operates at a poor LOS during the AM and PM peak hour and will continue to do so for the 2025 and 2030 background traffic scenarios. The implementation of the Phase 1 and Ultimate Film City development will have a minimal impact on the overall delays, however when the Suncoast development traffic is added in 2030 there is substantial increase in the delays. The implementation of the Inner City’s LAP and PT plan will seek to alleviate congestion at this intersection.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 47 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

14.2 Segment Analysis A segment analysis was undertaken for the following segments using the Highway Capacity Manuals (HCM) Urban Street Segment assessment process: • Masabalala Yengwa Avenue • Umgeni Rd • Snell Parade • Sandile Thusi The assessment was extended to the Battery Beach Rd and Sylvester Ntuli Rd segments as well however it is noted the length of the segments are less than 150m in certain sections and therefore not considered at this stage. The segment assessment considered the capacity of the flow on the through movement lanes, the capacity of the through movement, the average speed and the overall LOS. The results of the segment assessment are contained in Appendix F and a discussion on the results is contained in the following sections.

Masabalala Yengwa Avenue Despite the poor intersection level of services at the two intersections along Masabalala Yengwa Avenue for the 2025 scenarios and beyond, the segment analysis shows relatively good LOS. There are some issues in the 2030 PM scenarios with and without development, where the northbound section between Battery Beach Rd and Isaiah Ntshangase Rd experiences delays. This is attributed to the fact that the through movement at the Isaiah Ntshangase Rd is only afforded 45% green time currently. A quick signal optimisation assessment shows that this could be increased to 73% which will improve the LOS significantly.

Umgeni Rd The results show that the north and southbound movements along Umgeni Road operate at an acceptable LOS for all the scenarios tested

Snell Parade The results for Snell Parade show that all segments operate at an acceptable LOS for the tested scenarios. The segment that experiences the biggest impact is the segment between Suncoast South Access and Battery Beach Rd, in the northbound direction during the PM peak hour.

Sandile Thusi An assessment of the average travel speed along the length of Sandile Thusi Rd (within the study area) indicates that the section as a whole has an acceptable average travel speed for all scenarios. However, when the assessment is broken

eThekwini Municipality | Rev 3 | 23 October 2020 Page 48 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

down to segment level, then one finds that certain segments experience slow travel speeds. The affected segments are those that having segments lengths that are less than 250m. This may be somewhat mitigated by adjusting signal timings and once future road links and transportation proposals, as identified in the Inner City LAP, are implemented.

Battery Beach Road The analysis undertaken for Battery Beach Road – between Masabalala Yengwa Avenue and Snell Parade - was on the assumption of a 4 lane cross-section, 2 lanes in each direction. The road is currently marked as a single lane and it is recommended that this be upgraded to four lanes by 2030.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 49 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

15 Planning Year Horizon (>2000 Trips)

The proposed development is not expected to generate more than 2000 trips. To this end, no planning year horizon scenario has been analysed.

16 Site Traffic Assessment

As this project is at rezoning stage, the architectural plans are not yet finalised. It is recommended that a Site Traffic Assessment be undertaken at building plan submission stage that will assess the following:

• Access layout; • Parking numbers, layout and driveway geometry (including ramps); • Loading area/bay numbers, layout and geometry (including ramps) if required; • Drop-off facility requirements and layout if required; • Tracking of relevant vehicle-types accessing and circulating throughout the site using AutoTURN V9.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 50 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

17 Public Transport Assessment

Traditionally, trip generation is calculated by applying a vehicle trip rate to the development bulk to estimate the total traffic demand. However, the trip generation rate manuals do not provide an indication of the modal split or the proportion of public transport trips to private vehicle trips. Hence, a number of assumptions will be required to calculate the public transport person trips by using this approach. In this regard, it was decided that the amount of public transport person trips should be calculated using a person trip generation rate. This was calculated by applying trip production and trip attraction rates for different activities and land uses, applying an income group employment proportion for the different employment categories and then applying an income group modal split. It should be noted that this exercise was undertaken for the weekday morning peak hour only. The purpose of determining the number of public transport person trips is three- fold: • To determine the type of public transport interchange required at the site based on the eThekwini Municipality’s Guidelines for Public Transport Facilities and Standard Operating Procedures for the Design of Bus and Mini Bus Taxi Facilities and Holding Areas, August 2011. • To gain an indication of public transport potential for the development. • To gain an idea of the amount of pedestrian activity that will occur within the development. The following sections contain the parameters used in the analysis.

17.1 Trip Production There are three basic types of activities that constitute trip productions: • Employment, Work • Education, Schools • Other (Medical, recreational, shopping etc.) The number of person trips for employment/work and “other” trips per household varies based on the income level (low, medium and high). The number of person trips were calculated based on the information derived from the eThekwini Municipality Household Travel Survey 2008 (EMHTS 2008) and is summarised in Table 21.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 51 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Table 20: Trip production rates

Income Level Employment per Other Trips per Household Household * (Emp/HH)

Low 1.0 0.085xEmp/HH

Medium 1.25 0.075xEmp/HH

High 1.4 0. 075xEmp/HH

*Other trips calculated as a proportion of employment/household It was further calculated that 70% of employment trips and other trips occur during the peak hour. The public transport modal split for high income areas in eThekwini based on the EMHTS 2008 is 15% to 20%, for this study 0% was assumed. For middle income areas it’s 43% however, 40% was used in this study. The public transport modal split for low income in eThekwini based on the EMHTS 2008 is 80%. For Phase 1, the development is not expected to produce any PT trips in the AM peak hour, however for the ultimate development and with the loft apartments in, 154 PT trips are expected to be generated in the AM peak hour.

17.2 Trip Attraction There are three broad categories of employment: • Services and Industry • Retail • Office The number of employment opportunities created by each category is as follows: • Industry - 3,0 per 100m² • Retail - 4,5 per 100m² • Offices - 5,0 per 100m² The proportion (%) of employees per income group for each employment category was based on data contained in the Cornubia Transport Study Rev G, 2011, Goba. and shown Table 21.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 52 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Table 21: Proportion of employees per income group per category

Employment Category Low Income Medium Income High Income

Industrial 60% 30% 10%

Retail 40% 40% 20%

Office 15% 40% 45%

The modal split per income group was calculated using the data synthesized from EM HTS 2008. These proportions are summarised in Table 22. Table 22: Modal split

Income Group EM HTS 2008

Public Transport Private Vehicle

Low 80% 20%

Medium 43% (used 40%) 57% (used 60%)

High 11% (used 0%) 89% (used 100%)

The above-mentioned parameters were applied and the results of the analysis are summarised in the following sections.

17.2.1 Phase 1 The phase 1 trip attraction was calculated by applying the rates discussed in the previous section The retail development is 14 200m² and the Film Studio (considered as offices) is approximately 13 085m² (including theatre). Applying the above factors, the development will attract approximately 350 public transport person trips during the AM Peak hour Table 23: Summary of public transport person trips

Land Use/ Employment Category Quantity/Units Trip Attraction

Retail (m²) 14 200 215

Film Studio (Offices (m²)) 13 085 128

Total Person Trips 343

eThekwini Municipality | Rev 3 | 23 October 2020 Page 53 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

17.2.2 Ultimate Phase The Ultimate phase trip attraction was calculated by applying the rates discussed in the previous section. The retail development for the ultimate phase is 33 500m² and the Film Studio (considered as offices) is approximately 25 000m² (including theatre). Applying the above factors, the development will attract approximately 750 public transport person trips during the AM Peak hour Table 24: Summary of public transport person trips

Land Use/ Employment Category Quantity/Units Trip Attraction

Retail (m²) 33 500 507

Film Studio (Offices (m²)) 25 000 245

Total Person Trips 752

In addition to the trips attracted by retail and film studio development, some trips will be attracted by the loft apartments. These trips are related to the trips made by domestic workers. For this analysis, it was assumed that the trip attraction rate per unit is 0.2 persons/unit. This takes into consideration the nature of the development (students, bachelors etc) and the length of the public transport peak period, which during the AM peak hour for example starts at 05:00 and ends at 08:00/08:30. The number of trips attracted by loft units during the peak hour as a result of domestic worker trips is 82 person trips. The total anticipated inbound trips during the AM peak hour is 833 person trips.

17.3 Short Term PT Response The development in the short term will be supported by the existing People Mover service that operates in the inner city and currently has a stop at the Swimming Pool site, which is situated opposite the development as shown in Figure 18. The site is also located in proximity to the Moses Mabhida train station, which is along the C2 Rail corridor. In the planning of this station, the Film City development was one of the key drivers for this new station. The development is located 1km walking distance to the Moses Mabhida train station (which is along the C2 rail corridor) and 1,2km to the Umgeni Rd PT corridor as shown in Figure 19.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 54 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 18: Inner City People Mover Network

eThekwini Municipality | Rev 3 | 23 October 2020 Page 55 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Figure 19: PT infrastructure and services in the area

17.4 Medium to Long Term PT Response As discussed under Section 6.2 of the report, the eThekwini Municipality has developed a Public Transport Plan for the Inner City. The plan looks at a 2020, 2030 and 2040 horizon. The following PT proposals will have a direct and positive impact on the Film City Development: • NMT Plans • ICDS Routes 5a, 6a and 6b • C1 Corridor from Bridge City to Durban CBD via Umgeni Rd • C8 Corridor from Tongaat to Durban CBD via KSIA • KSIA LRT System • Inner City Tram • Full implementation of C2 Rail Corridor from Umlazi and Kwa Mashu to Durban’s CBD with new rolling stock • Feeder Services from the Berea The potential roll-out of these plans are summarised in Table 25

eThekwini Municipality | Rev 3 | 23 October 2020 Page 56 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

Table 25: PT Plan Roll Out

Proposal 2020 2030 2040

NMT Plans x x x

ICDS Routes 5a, 6a and 6b x x x C1 Corridor from Bridge City x to Durban CBD via Umgeni Rd

C8 Corridor from Tongaat to x Durban CBD via KSIA

KSIA LRT System x Inner City Tram x C2 Rail Corridor from Umlazi x and Kwa Mashu to Durban’s CBD

Feeder Services from the Berea x

The proposed plan will adequately accommodate the anticipated demand and will also act as a catalyst to drive the vision of the Inner City LAP plan.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 57 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

18 Pedestrian/NMT Assessment

At ultimate development and in alignment with the Inner City LAP, the proposed development is expected to generate a substantial amount of NMT/pedestrian trips. In light of that, the following recommendations are made: • The development should accommodate for an east-west pedestrian right of way, linking from the M4 overpass to Peoples Park via a possible new bridge over Masabalala Yengwa Avenue • A pedestrian access at the intersection of Masabalala Yengwa Avenue and Battery Beach Rd • A pedestrian access on Battery Beach Road • Provision of adequate pedestrian facilities within the development with minimal vehicle/pedestrian conflict points.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 58 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

19 Mitigating Measures

The Film City Development, when assessed by applying traditional trip generation rates, traditional background traffic growth rates and combined with neighbouring development traffic (estimated using traditional trip generation rates) will have a substantial impact on the road network. This effectively tests a worst-case scenario which may never materialise. Traditionally, these impacts would be mitigated by adding additional road capacity to the affected intersections. However in reality the road network within the study area is largely constructed to its full extents. In addition, it would be short-sighted to implement certain localised road widening measures without taking consideration and/or compromising the municipality’s future PT and NMT plans for the inner city. The following mitigating circumstances needs to be taken into consideration: • The analysis assumes that the peak hour for all land uses (Film City and Suncoast) will occur simultaneously. In reality, and given the nature of both developments, these are less likely to occur simultaneously and/or to occur during the commuter peak hours. • The retail component of the developments (Film City and Suncoast) is similar to the Ushaka Marine World retail and not the traditional big anchor development. Therefore, it is not expected to generate as large an amount of traffic as estimated and assessed in this study.

19.1 Inner City LAP The implementation of the Inner City LAP plan will see an increase in the inner city population and work opportunities. If the range of residential and work opportunities are broad and encompassing of various income levels, there would be a decrease in the amount trips entering and leaving the inner city during the commuter peak periods. In addition, if the land use/socio economic plan is backed up by an appropriately planned PT and NMT system there would be a decrease in the amount of car trips within the Inner City. The Inner City Plan also considers additional road links in the east-west direction between the Inner City and Berea. And if these are implemented, they will provide much needed transportation capacity across the rail line.

19.2 Inner City Public Transport Plan The eThekwini Municipality is seeking to roll out the Inner City Public Transport Plan over the next 20 years. A significant portion of the plan will have a positive impact on the study area. The plan, when rolled out, will reduce the background traffic volumes through the study area as well reduce the traffic generated by the development.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 59 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

The proposed development is a mixed use development of medium to high density and it is developments of this nature that will provide the critical mass needed to support the public transport plan.

19.2.1 Short Term Plans The short-term plan to improve/extend the ICDS and extend the NMT plan provide the starting blocks of managing background traffic volumes and addressing the development’s travel demand. In addition, the site is served by the C2 rail corridor which will be improved in the medium to long term by new rolling stock. The Berea feeder services are planned for the long term, however given the interactions between the Berea and the Inner City, it is recommended that some routes be brought forward. This will have an overall positive impact on the mobility between the nodes.

19.2.2 Medium Term Plans The medium-term plan for the implementation of the C1 corridor will improve operations along the north-south corridor especially along Umgeni Road.

19.2.3 Long Term Plans The implementation of the long term plan, which includes plans for a Tram system, an airport shuttle, the full implementation of the C2 and C8 IRPTN corridor will make Durban a world class city that is not dependant on private vehicles for its mobility need. Its implementation will result in a more effective and equitable use of road/public space.

19.3 M4 Upgrade plans There are plans for an additional lane on the M4 in each direction. At this stage, the extents and timeframes for these upgrades is not known. This project team is in support of this proposal provided the primary function of the additional lane is to provide priority and additional mobility for high occupancy vehicles. These could include: • Short term public transport services (ahead of the planned C1 and C8 corridors) • Higher Occupancy Vehicles/Lift clubs etc • Short term Airport Shuttles (ahead of a long-term rail based service)

19.4 Short Term Road Upgrades The following short-term road upgrades have been proposed to mitigate the impact of the Phase 1 Film City development. These upgrades may be implemented provided they do not compromise the Inner City LAP and PT plans.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 60 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

• 2 – Masabalala Yengwa Avenue and Isaiah Ntshangase Road - One potential mitigating measure for the PM peak hour will be to optimise the signal timing to allow more green time for the northbound movement. • 3- Masabalala Yengwa Avenue and Battery Beach Rd - the eastern approach be reconfigured to accommodate for a 20m short left lane, and the lanes on this approach be remarked to allow for a double right turn movement. The short-left slip on the north should be extended to 40m and traffic signals optimised. • 10 - Sandile Thusi Rd and M4 - Consideration can be given to extending the left turn on the north approach to 130m as well as reconsidering the signal phasing during the AM peak hour. In addition, Battery Beach Rd - between Masabalala Yengwa Avenue and Snell Parade – should be upgraded to a four lane cross-section.

19.5 Medium to Long Term Road Upgrades The following medium to long term road upgrades may be implemented at the appropriate stage: 7 - Sylvester Ntuli Rd and Snell Parade - an additional approach and departure lane be implemented on the north approach 9 - Sylvester Ntuli Rd and Sandile Thusi Rd - the north approach be remarked to allow for a double right turn movement.

19.6 Preliminary Conclusion The aforementioned mitigating measures will seek to reduce both, the background traffic demand as well as the anticipated development traffic. In doing so a great level of mobility will be achieved within the study area, the inner city and across the municipality. Notwithstanding the above, should it become evident to the municipality that certain mitigating measures – in particular the Inner City LAP Plans, the Inner City PT Plans or the M4 upgrade plan - have been amended significantly, are substantially delayed in terms of implementation or will not be implemented at all, then the municipality will be responsible for updating this TIA accordingly.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 61 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

20 Conclusion & Recommendations

The Film City Development is a catalytic Inner City development located on Erf 11546, Erf 12693 and Rem/1/11543 in Stamford Hill, Durban. The site which is currently zoned as Government and Municipal Reservations is to be rezoned to Special Zone 32. The development will consist of film studios, theatre, theme retail, hotel and loft style apartments.

Development Bulk The development will be phased in with Phase 1 anticipated by 2025 and Ultimate Phase by 2030. Phase 1 will account for a third of the overall bulk.

Study Area The study area is bounded in the north by Isaiah Ntshangase Rd, to the south by Sandile Thusi Rd, to the east by Snell Parade and to the West by Umgeni Rd.

Access Points Phase 1 access into the development is to be located on Battery Beach Road, spaced at least 120m from Masabalala Yengwa Ave. For this study, the access was considered as a traffic circle.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 62 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

For the ultimate development a second access is proposed on Sylvester Ntuli Rd, at the existing circle located between Snell Parade and Sandile Thusi Rd.

Development Traffic Latent Development Trips An assessment of the latent development rights of the site indicate that the trips generated by these rights could in fact be greater that the proposed Ultimate Film City Development. As an example, a 6000 student tertiary facility can generate in excess of 4000 trips during the commuter peak hour, which is approximately twice the amount that is generated by the proposed Ultimate Film City Development. Vehicle Trips In phase 1, the development is expected to generate 521 trips in the AM peak hour and 1149 trips in the PM peak hour. The ultimate development is expected to generate 1125 trips in the AM peak hour and 1875 trips in the PM peak hour. The ultimate development trip generation accounts for the trip reduction factors and the modified trip rates. Despite the amount of traffic that is expected to be generated by the development in 2025 and 2030, the following extenuating circumstances needs to be considered: • The analysis assumes that the peak hour for all land uses (Film City and Suncoast) will occur simultaneously. In reality, and given the nature of both developments, these are less likely to occur simultaneously and/or to occur during the commuter peak hours. • The retail component of the developments (Film City and Suncoast) is similar to the Ushaka Marine World retail and not the traditional big anchor development. Therefore, it is not expected to generate as large an amount of traffic as estimated and assessed in this study. Public Transport Person Trips In Phase 1, the development is expected to attract some 350 public transport person trips in the AM Peak hour. For the ultimate development some 750 public transport person trips will be attracted and 150 trips produced by the development

Road Impact Assessment The intersection analysis for the 2020 base year shows that all the intersections within the study area operate at an acceptable overall LOS apart from 2- Isaiah Ntshangase Rd and Masabalala Yengwa Ave, 10 - Sandile Thusi Rd and M4 and 13 – Sandile Thusi Rd and Umgeni Rd. By 2025 and 2030, most intersections will operate at a poor LOS apart from the intersections along Snell Parade and the 11 and 12 – Sandile Thusi Rd and Masabalala Yengwa Avenue interchange.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 63 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

The introduction of Phase 1 Film City development traffic will have a significant impact on the 3 - Masabalala Yengwa Avenue and Battery Beach Rd but a minimal impact on the remaining intersections In 2030, when the full development is expected to be operational, the major impact extends to include 2- Isaiah Ntshangase Rd and Masabalala Yengwa Ave intersection. With the inclusion of the Suncoast development traffic in the 2030 scenario, there is a substantial impact on all the intersections except 5 – Battery Beach Rd and Snell Parade and Suncoast North Access, 6 – Snell Parade and Suncoast South Access and the 11 and 12 – Sandile Thusi Rd and Masabalala Yengwa Avenue interchange. The segment analysis indicates that certain links along the Sandile Thusi Rd corridor will experience low journey times which may be attributed to the short segment lengths and small amount of green time allocated which is due to high competing movements. There may be an issue on the Masabalala Yengwa Avenue corridor in the northbound direction in the PM peak hour, but this may be mitigated by reallocation of the green time for that scenario.

Mitigating Measures In light of the future traffic volumes on the road network in 2025 and 2030, with and without the proposed development, a number of mitigating measures will need to be implemented to minimise the impact on mobility in the study area and the inner city as a whole. The following mitigating measures are in alignment with the Inner City LAP and Inner City PT Plans. These measures will seek to reduce the future background traffic in the inner city and the amount of vehicular traffic generated by the proposed development: • The realisation of an increased population and work opportunities in the Inner City – provided that these consider a broad range of income levels – coupled with an appropriately designed Inner City Distribution Service (ICDS) and NMT system will see a substantial decrease in the amount of trips entering, leaving and within the Inner City. • The implementation of the Inner-City Distribution Services in the short term • The extension of the Inner City NMT Plan • The potential early roll out of selected feeder services from the Berea • The medium-term roll-out of the C1 Corridor • The new rolling stock for the C2 rail corridor in the medium to long term horizon • The implementation of the long-term PT plans which includes plans for a Tram system, an airport shuttle, the implementation C8 IRPTN corridor

eThekwini Municipality | Rev 3 | 23 October 2020 Page 64 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

The following short-term road upgrades have been proposed to mitigate the impact of the Phase 1 Film City development. These upgrades may be implemented provided these do not compromise the Inner City LAP and PT plans. • 2 – Masabalala Yengwa Avenue and Isaiah Ntshangase Road - One potential mitigating measure for the PM peak hour will be to optimise the signal timing to allow more green time for the northbound movement. • 3- Masabalala Yengwa Avenue and Battery Beach Rd - the eastern approach be reconfigured to accommodate for a 20m short left lane, and the lanes on this approach be remarked to allow for a double right turn movement. The short-left slip on the north should be extended to 40m and traffic signals optimised. • 10 - Sandile Thusi Rd and M4 - Consideration can be given to extending the left turn on the north approach to 130m as well as reconsidering the signal phasing during the AM peak hour. In addition, Battery Beach Rd - between Masabalala Yengwa Avenue and Snell Parade – should be upgraded to a four-lane cross-section. The following medium to long term road upgrades may be implemented at the appropriate stage: 7 - Sylvester Ntuli Rd and Snell Parade - an additional approach and departure lane be implemented on the north approach 9 - Sylvester Ntuli Rd and Sandile Thusi Rd - the north approach be remarked to allow for a double right turn movement.

Recommendation The following recommendations are made from a traffic and transportation perspective: • The proposed rezoning of Erf 11546, Erf 12693 and Rem/1/11543 in Stamford Hill, Durban is supported. • The mitigating measures identified in this study are to be implemented by the municipality as and when they are required or in alignment with a more broader implementation plan • The future planning and design of transportation infrastructure in the study area – be it the items discussed in this study, amendments to these or new proposals - must take account the proposed development • The eThekwini Municipality is to ensure that an east-west pedestrian right of way, linking from the M4 overpass to People’s Park via a proposed new bridge over Masabalala Yengwa Avenue is allowed for in the precinct plan/site development plan/SG diagram for the site • The eThekwini Municipality to ensure a pedestrian access into the site at the intersection of Masabalala Yengwa Avenue and Battery Beach Rd and along Battery Beach Road, in the vicinity of the vehicular access point.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 65 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

• The cost of the Battery Beach access point – which incorporates a traffic circle with a 40m ICD – is for the cost of the eThekwini Municipality. The eThekwini Municipality is to ensure that any road servitudes that may be required for the access point is accounted for in the precinct plan/site development plan/SG diagram for the site. • The eThekwini Municipality is to consider the registration of a Right of Way over the neighbouring property (located east of the M4) in order to support the second access to the site for the ultimate development plan, at the appropriate stage. • A site traffic assessment must be undertaken for each building plan submission made for the development. • Any changes to the development bulk may require an updated TIA unless it can be proven that the changes under consideration has a lower trip generation than that considered in this TIA or the changes results in minimal impact on the transportation network. The final decision on whether a TIA is needed or not will rest with the eThekwini Transport Authority (ETA) • The eThekwini Municipality may submit a truncated TIA for any sub-phasing of the development when required. • Should it become evident to the municipality that certain mitigating measures – in particular the Inner City LAP Plans, the Inner City Detailed Public Transport Plans and the M4 upgrade plan - have been amended significantly , have been substantially delayed in terms of implementation or will not be implemented at all then the municipality will be responsible for updating this TIA accordingly.

eThekwini Municipality | Rev 3 | 23 October 2020 Page 66 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX eThekwini Municipality Film City Development | Stamford Hill | Durban Traffic Impact Assessment | Rezoning Application

21 References

1. eThekwini Transport Authority, 2015. Manual for Traffic Impact Assessments and Site Traffic Assessments. Version 0.1, October 2015. 2. eThekwini Municipality, 2013. Summary of Recommended Minimum Standards for Parking and Loading Facilities to be provided within the Property. 30 October 2013.

3. NSA Consulting Engineers, 2018. The Proposed Additions and alterations on Erf 12519, Stamford Hill also known as Suncoast Casino, Hotels and Entertainment World. March 2018

4. eThekwini Transport Authority, 2020. Detailed Public Transport Study for the Inner City and Outer Ring Contract Number 1T-31181 – High Level 2020 and 2030 Public Transport Plan. 12 June 2020

eThekwini Municipality | Rev 3 | 23 October 2020 Page 67 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

Appendix A

Site0B Development Plan

eThekwini Municipality | Rev 3 | 23 October 2020 Page 68 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

Y -2800 Y -3200 Y -3000

E1 A D1 B C1 1.2 2.1 C

B1 ERF 12693

(7763 m²) D

A1 X 3301600 X 3301600

REM OF ERF 1

E Z 2.2

F ERF 11546 (7.5611 Ha) Y G

X 3301800 X 3301800

X H REM OF ERF 1 W ERF 12519 2.3 J PORTION 3 OF ERF 11545 F1 (1174 m²) V 3.3 2/11545 (6832 m²) 2.4 K PORTION 4 OF ERF 11545 X 3302000 U 2.5 L Z1 (4695 m²) G1 X 3302000 Y1 1.3 H1 3.2 ERF 12694 2.6 M (2903 m²) 1.2 PORTION 14 X1 J1 OF ERF 11543 N K1 W1 8/11543

REM/1/11543 1.1 PORTION 13 OF ERF 11543 9/11543 3.1 (1.0003 Ha) T PORTION 12 OF (9629 m²) ERF 11543 (9.1849Ha) S P 10/1/11543 Q V1 R U1 X 3302200 X 3302200 T1

REM OF ERF 1 Y -2800 Y -3200 Y -3000

Appendix B

TIA1B Electronic Copy & Sidra Intersection 8 Files (on request)

eThekwini Municipality | Rev 3 | 23 October 2020 Page 69 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

Appendix C

Calculation2B of Film Studio Set Trip Generation Rate

eThekwini Municipality | Rev 3 | 23 October 2020 Page 70 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

Phase 1 : 13 085 sqm FS 1. There are two categories of people at a film studio, Cast & Crew and Standby Construction. Standby construction are the guys that build the sets. a. Cast and crew work varying hours, depending on the “call time”, it can be early morning to late evening. In Cape Town, it was estimated that 30% will travel during commuter peak hours. We assumed 40%. b. Standby construction work normal office hours from 8 to 5. 2. There are typically two types of production, local soupies or Hollywood blockbusters. The typical cast and crew population for each are shown below. 3. It is estimated that a third of Cast & Crew and Standby Construction come using PT in Cape Town. For our assessment we used the same value for crew and cast, however for standby construction we increased the value to 40% since our site is located with Durban’s CBD and is not remote like the Cape Town site. 4. For Phase 1 we assumed a local soapie plus one blockbuster. This production sequence is more likely the exception rather than the norm. 5. A PV occupancy of 1,2 was assumed 6. A 25% factor was applied to calculate flow in reverse direction 7. The effective PV trip rate is approximately 2,4 trips/100sqm.

Ultimate 26 880 sqm FS

For the ultimate scenario the following was considered: 1. In all likelihood you would probably have three local soapies and one blockbuster but for assessment purposes we considered one soapie and two blockbusters 2. For PT use, in light of the inner city LAP and the proposed ICDS, we increased the PT from 33% to 50% for all categories. 3. Rest of assumptions remain the same

eThekwini Municipality | Rev 3 | 23 October 2020 Page 71 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

Appendix D

Volume3B Diagrams

eThekwini Municipality | Rev 3 | 23 October 2020 Page 72 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

8 153 186 123 2022 287 105 215 2632 7 SNELL SNELL

11 305 ISAIAH PARADE 204 12 NTSHANGASE 899 118 194 1076 73 19 ROAD 157 101

1 28 1 7 2826 205 226 0 104 144 0 BATTERY 1 201 SUNCOAST PARKING BEACH ROAD 186 ] [ 0 NORTH ACCESS 21 1157 20 4 247 143 139 0 57 0

301 46 SUNCOAST PARKING 15 SOUTH ACCESS 267 38 28 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 50

YENGWA AVENUE SITE 141 4 24 36 138 131 ] 147 28 31 155 [ 4

168 FUTURE ACCESS 206

158 1120 59 1876 183 1411 97 230 1710 369 290 672 1200 2266 466 305 11 152 4 21 2001 336 210 SANDILE 798 232 137 1786 368 THUSI ROAD 30 17 537 257 1856 251 45 2018 217 176 1491 24 628 538 117 13 530 181 82 32

2225 831

2020 Background AM Volumes FIG D1 24 292 354 56 1728 439 133 119 935 30 SNELL SNELL

19 241 ISAIAH PARADE 237 5 NTSHANGASE 1463 168 378 2238 192 51 ROAD 172 193

17 85 1 2 1108 258 295 0 32 146 0 BATTERY 21 210 SUNCOAST PARKING BEACH ROAD 211 ] [ 0 NORTH ACCESS 14 2580 36 1 294 262 301 0 0 83 0

216 140 SUNCOAST PARKING 94 SOUTH ACCESS 470 140 91 M4 ROAD SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 27

YENGWA AVENUE SITE 214 30 80 35 66 91 ] 386 23 50 195 [ 19

291 FUTURE ACCESS 459

168 1111 119 1610 156 1093 89 327 1581 185 154 514 671 1229 372 379 95 171 25 20 1542 115 112 SANDILE 443 175 208 1607 657 THUSI ROAD 43 41 689 170 1833 612 154 1546 124 378 2344 55 683 832 297 11 467 151 55 31

873 2095

2020 Background PM Volumes FIG D2

C:\Users\mohamed.kajee\OneDrive - Arup\Transfer\Film City\ Vol Diagram 20102020.xlsm : 2020 PM Page 2 of 41 Printed 2020/10/23 Time 10:49 9 169 205 135 2232 317 116 238 2906 8 SNELL SNELL

12 336 ISAIAH PARADE 226 13 NTSHANGASE 992 130 214 1188 81 21 ROAD 173 111

1 30 1 8 3120 226 249 0 115 159 0 BATTERY 1 222 SUNCOAST PARKING BEACH ROAD 205 ] [ 0 NORTH ACCESS 23 1277 22 5 273 158 153 0 0 63 0

333 50 SUNCOAST PARKING 16 SOUTH ACCESS 295 42 30 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 55

YENGWA AVENUE SITE 156 5 27 40 152 144 ] 162 30 34 171 [ 5

185 FUTURE ACCESS 228

174 1236 66 2071 202 1558 107 254 1889 407 321 741 1325 2501 514 337 12 168 5 23 2209 371 232 SANDILE 881 256 151 1972 407 THUSI ROAD 33 18 592 284 2049 277 50 2228 240 194 1646 27 693 594 129 15 585 200 91 35

2457 918

2025 Background AM Volumes FIG D3 27 322 391 62 1908 485 146 131 1032 33 SNELL SNELL

21 266 ISAIAH PARADE 262 6 NTSHANGASE 1615 185 417 2471 212 56 ROAD 190 213

19 94 1 2 1224 284 325 0 35 162 0 BATTERY 23 232 SUNCOAST PARKING BEACH ROAD 233 ] [ 0 NORTH ACCESS 15 2848 40 1 325 289 332 0 0 92 0

238 155 SUNCOAST PARKING 104 SOUTH ACCESS 519 155 101 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 29

YENGWA AVENUE SITE 237 33 88 39 73 101 ] 426 26 55 216 [ 21

322 FUTURE ACCESS 507

185 1226 132 1778 172 1207 98 361 1746 205 170 567 741 1357 410 418 105 189 28 22 1702 127 123 SANDILE 489 193 230 1774 726 THUSI ROAD 48 45 761 188 2024 676 170 1707 137 417 2588 61 754 919 328 12 516 167 60 34

964 2313

2025 Background PM Volumes FIG D4 9 186 226 149 2464 350 128 263 3208 9 SNELL SNELL

13 371 ISAIAH PARADE 249 14 NTSHANGASE 1096 144 237 1312 89 23 ROAD 191 123

1 34 1 9 3445 250 275 0 127 176 0 BATTERY 1 245 SUNCOAST PARKING BEACH ROAD 227 ] [ 0 NORTH ACCESS 26 1410 25 5 301 174 169 0 0 69 0

367 56 SUNCOAST PARKING 18 SOUTH ACCESS 326 47 34 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 61

YENGWA AVENUE SITE 172 5 30 44 168 159 ] 179 34 38 189 [ 5

205 FUTURE ACCESS 251

192 1365 72 2287 223 1720 118 280 2085 450 354 819 1463 2762 568 372 13 186 5 26 2439 409 256 SANDILE 973 283 167 2177 449 THUSI ROAD 36 20 654 313 2262 306 55 2460 265 214 1817 30 766 655 143 16 646 221 101 39

2712 1014

2030 Background AM Volumes FIG D5 30 356 432 69 2106 536 162 145 1140 36 SNELL SNELL

23 294 ISAIAH PARADE 289 6 NTSHANGASE 1783 205 461 2728 234 62 ROAD 210 235

21 104 1 3 1351 314 359 0 39 179 0 BATTERY 26 256 SUNCOAST PARKING BEACH ROAD 257 ] [ 0 NORTH ACCESS 17 3145 44 1 358 320 367 0 0 101 0

263 171 SUNCOAST PARKING 115 SOUTH ACCESS 573 171 111 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 32

YENGWA AVENUE SITE 261 36 97 43 80 111 ] 471 28 61 238 [ 23

355 FUTURE ACCESS 560

205 1354 145 1963 190 1332 108 398 1928 226 188 626 818 1498 453 462 116 209 31 24 1879 140 136 SANDILE 540 213 254 1959 801 THUSI ROAD 52 50 840 207 2234 746 187 1885 152 460 2857 67 832 1015 362 13 569 184 67 38

1064 2554

2030 Background PM Volumes FIG D6 9% 4% 19% SNELL SNELL

4% ISAIAH PARADE 4% NTSHANGASE 4% 19% 9% ROAD

8% 23% 8% BATTERY 30% 28% SUNCOAST PARKING BEACH ROAD 32% ] [ NORTH ACCESS 7% 64% 36% 62% 32% 70%

28% SUNCOAST PARKING SOUTH ACCESS 62% ROAD M4 SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 3% 25% ] 59% 3% [

25% FUTURE ACCESS 59%

19% 5% 5% 5% 9% 25% SANDILE THUSI ROAD 5% 5% 10% 40% Legend

20% Inbound 30% Outbound 27% 2%

Primary Trip Assignment % AM - All Land Uses - Phase 1 FIG D7 9% 4% 19% SNELL SNELL

4% ISAIAH PARADE 4% NTSHANGASE 4% 19% 9% ROAD

8% 23% 8% BATTERY 38% 24% SUNCOAST PARKING BEACH ROAD 32% ] [ NORTH ACCESS 15% 68% 32% 54% 36% 62%

24% SUNCOAST PARKING SOUTH ACCESS 54% ROAD M4 SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 3% 21% ] 51% 3% [

21% FUTURE ACCESS 51%

11% 5% 5% 5% 9% 21% SANDILE THUSI ROAD 5% 5% 2% 40% Legend

20% Inbound 30% Outbound 31% 10%

Primary Trip Assignment % PM - All Land Uses - Phase 1 FIG D8 18% 4% 13% SNELL SNELL

4% ISAIAH PARADE 4% NTSHANGASE 4% 13% 18% ROAD

5% 17% 5% BATTERY 24% 3% SUNCOAST PARKING BEACH ROAD 35% ] [ NORTH ACCESS 7% 44% 8% 9% 9% 14%

3% SUNCOAST PARKING SOUTH ACCESS 9% ROAD M4 SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 3% 0% ] 9% [

0% FUTURE 48% ACCESS 62% 9%

28% 5% 5% 5% 18% 10% 38% SANDILE THUSI ROAD 3% 5% 5% 10% 40% Legend 10% 20% Inbound 30% Outbound 4% 2%

Primary Trip Assignment % AM - All Land Uses - Ultimate FIG D9 18% 4% 13% SNELL SNELL

4% ISAIAH PARADE 4% NTSHANGASE 4% 13% 18% ROAD

5% 17% 5% BATTERY 32% 3% SUNCOAST PARKING BEACH ROAD 35% ] [ NORTH ACCESS 15% 50% 8% 9% 15% 14%

3% SUNCOAST PARKING SOUTH ACCESS 9% ROAD M4 SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 3% 0% ] 9% [

0% FUTURE 42% ACCESS 54% 9%

20% 5% 5% 5% 18% 8% 34% SANDILE THUSI ROAD 3% 5% 5% 2% 40% Legend 8% 20% Inbound 30% Outbound 10% 10%

Primary Trip Assignment % PM - All Land Uses - Ultimate FIG D10 SNELL SNELL

ISAIAH PARADE NTSHANGASE ROAD

-50% BATTERY 50% SUNCOAST PARKING BEACH ROAD ] [ NORTH ACCESS 50% 50% -50% 50%

SUNCOAST PARKING SOUTH ACCESS ROAD M4 SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE ] [

FUTURE ACCESS

SANDILE THUSI ROAD Legend

20% Inbound 30% Outbound

Passer By % Distribution - AM and PM - Phase 1 and Ultimate FIG D11 -10% -5% 5% SNELL SNELL

10% ISAIAH PARADE NTSHANGASE 5% 10% ROAD

10% -30% 45% 10% -10% BATTERY 80% 10% SUNCOAST PARKING BEACH ROAD 30% ] [ NORTH ACCESS -15% 35% 80% 20% 10% -10% 50% 20%

SUNCOAST PARKING SOUTH ACCESS ROAD M4 SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE ] [

FUTURE ACCESS

10% 10% -10% SANDILE 10% 10% THUSI ROAD -10% Legend

20% Inbound 30% Outbound

Diverted % Distribution - AM - Phase 1 and Ultimate FIG D12 -10% -5% 5% SNELL SNELL

10% ISAIAH PARADE NTSHANGASE 5% 10% ROAD

10% -15% 30% 10% -10% BATTERY 80% 10% SUNCOAST PARKING BEACH ROAD 45% ] [ NORTH ACCESS -30% 50% 80% 20% 10% -10% 35% 20%

SUNCOAST PARKING SOUTH ACCESS ROAD M4 SUNCOAST UMGENI

HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE ] [

FUTURE ACCESS

10% 10% -10% SANDILE 10% 10% THUSI ROAD -10% Legend

20% Inbound 30% Outbound

Diverted % Distribution - PM - Phase 1 and Ultimate FIG D13 6 8 36 SNELL SNELL

8 ISAIAH PARADE 3 NTSHANGASE 3 12 6 ROAD 0

5 0 43 15 BATTERY 57 18 SUNCOAST PARKING BEACH ROAD 20 ] [ NORTH ACCESS 13 0 40 23 117 20 132

18 SUNCOAST PARKING SOUTH ACCESS 117 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 16 ] 111 [

16 FUTURE ACCESS 111

0 36 9 9 3 0 0 0 17 0 0 16 0 SANDILE 0 0 THUSI ROAD 3 3 0 19 76 0

17 4

Film Studio Traffic Volumes only - AM - Phase 1 FIG D14 17 8 12 SNELL SNELL

ISAIAH PARADE 8 NTSHANGASE 8 36 17 ROAD 0

15 0 14 5 BATTERY 24 45 SUNCOAST PARKING BEACH ROAD 60 ] [ NORTH ACCESS 9 0 128 60 34 68 39

45 SUNCOAST PARKING SOUTH ACCESS 34 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 40 ] 32 [

40 FUTURE ACCESS 32

0 7 3 9 0 0 0 6 0 0 40 0 SANDILE 0 0 THUSI ROAD 9 0 1 25 0

59 6

Film Studio Traffic Volumes only - PM - Phase 1 FIG D15 22 5 47 SNELL SNELL

14 ISAIAH PARADE 5 NTSHANGASE 5 16 22 ROAD 0

6 0 61 18 BATTERY 86 4 SUNCOAST PARKING BEACH ROAD 42 ] [ NORTH ACCESS 25 0 53 10 32 11 50

4 SUNCOAST PARKING SOUTH ACCESS 32 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 32 [

0 FUTURE 58 ACCESS 223 32

0 101 18 18 6 0 0 0 65 0 12 46 0 SANDILE 0 0 THUSI ROAD 11 6 6 0 36 144 12

5 7

Film Studio Traffic Volumes only - AM - Ultimate FIG D16 65 5 16 SNELL SNELL

5 ISAIAH PARADE 14 NTSHANGASE 14 47 65 ROAD 0

18 0 20 6 BATTERY 38 11 SUNCOAST PARKING BEACH ROAD 126 ] [ NORTH ACCESS 18 0 180 29 11 54 17

11 SUNCOAST PARKING SOUTH ACCESS 11 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 11 [

0 FUTURE ACCESS 11

0 24 6 6 18 0 0 0 22 0 29 122 0 SANDILE 0 0 THUSI ROAD 18 18 0 2 48 29

36 12

Film Studio Traffic Volumes only - PM - Ultimate FIG D17 4 3 17 SNELL SNELL

3 ISAIAH PARADE 2 NTSHANGASE 2 9 4 ROAD 0

4 0 20 7 BATTERY 26 13 SUNCOAST PARKING BEACH ROAD 15 ] [ NORTH ACCESS 6 0 30 17 54 15 61

13 SUNCOAST PARKING SOUTH ACCESS 54 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 12 ] 52 [

12 FUTURE ACCESS 52

0 17 4 4 2 0 0 0 8 0 0 12 0 SANDILE 0 0 THUSI ROAD 2 2 0 9 35 0

13 2

Retail Primary Trips only - AM - Phase 1 FIG D18 10 4 21 SNELL SNELL

4 ISAIAH PARADE 4 NTSHANGASE 4 21 10 ROAD 0

9 0 26 9 BATTERY 43 27 SUNCOAST PARKING BEACH ROAD 36 ] [ NORTH ACCESS 17 0 76 36 61 40 70

27 SUNCOAST PARKING SOUTH ACCESS 61 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 24 ] 57 [

24 FUTURE ACCESS 57

0 12 6 6 6 0 0 0 10 0 0 24 0 SANDILE 0 0 THUSI ROAD 6 6 0 2 45 0

35 11

Retail Primary Trips only - PM - Phase 1 FIG D19 SNELL SNELL

ISAIAH PARADE NTSHANGASE ROAD

-62 BATTERY 62 SUNCOAST PARKING BEACH ROAD ] [ NORTH ACCESS -62 62

SUNCOAST PARKING SOUTH ACCESS M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE ] [

FUTURE ACCESS

SANDILE THUSI ROAD

Retail Passer By Trips only - PM - Phase 1 FIG D20 -14 -7 7 SNELL SNELL

14 ISAIAH PARADE NTSHANGASE 7 14 ROAD

-22 43 14 -14 BATTERY 116 SUNCOAST PARKING BEACH ROAD 65 ] [ NORTH ACCESS -43 72 116 29 14 -14 20 29

SUNCOAST PARKING SOUTH ACCESS M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE ] [

FUTURE ACCESS

14 14 -14 SANDILE 14 14 THUSI ROAD -14

Retail Diverted Trips only - PM - Phase 1 FIG D21 12 5 16 SNELL SNELL

5 ISAIAH PARADE 3 NTSHANGASE 3 9 12 ROAD 0

3 0 21 6 BATTERY 29 2 SUNCOAST PARKING BEACH ROAD 23 ] [ NORTH ACCESS 9 0 29 5 11 6 17

2 SUNCOAST PARKING SOUTH ACCESS 11 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 11 [

0 FUTURE 31 ACCESS 76 11

0 34 6 6 3 0 0 0 22 0 7 25 0 SANDILE 0 0 THUSI ROAD 4 3 3 0 12 49 7

3 2

Retail Primary Trips only - AM - Ultimate FIG D22 25 6 18 SNELL SNELL

6 ISAIAH PARADE 6 NTSHANGASE 6 18 25 ROAD 0

7 0 23 7 BATTERY 44 4 SUNCOAST PARKING BEACH ROAD 48 ] [ NORTH ACCESS 21 0 69 11 12 21 19

4 SUNCOAST PARKING SOUTH ACCESS 12 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 12 [

0 FUTURE 58 ACCESS 75 12

0 28 7 7 7 0 0 0 25 0 11 47 0 SANDILE 0 0 THUSI ROAD 4 7 7 0 3 55 11

14 14

Retail Primary Trips only - PM - Ultimate FIG D23 SNELL SNELL

ISAIAH PARADE NTSHANGASE ROAD

-76 BATTERY 76 SUNCOAST PARKING BEACH ROAD ] [ NORTH ACCESS 76 76 -76 76

SUNCOAST PARKING SOUTH ACCESS M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE ] [

FUTURE ACCESS

SANDILE THUSI ROAD

Retail Passer By Trips only - PM - Ultimate FIG D24 -18 -9 9 SNELL SNELL

18 ISAIAH PARADE NTSHANGASE 9 18 ROAD

18 -27 53 18 BATTERY 142 18 SUNCOAST PARKING BEACH ROAD 80 ] [ NORTH ACCESS -53 89 142 36 18 62 36

SUNCOAST PARKING SOUTH ACCESS M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE ] [

FUTURE ACCESS

18 18 -18 SANDILE 18 18 THUSI ROAD -18

Retail Diverted Trips only - PM - Ultimate FIG D25 3 1 3 SNELL SNELL

1 ISAIAH PARADE 1 NTSHANGASE 1 2 3 ROAD 0

1 0 4 1 BATTERY 5 0 SUNCOAST PARKING BEACH ROAD 5 ] [ NORTH ACCESS 2 0 6 1 2 1 3

0 SUNCOAST PARKING SOUTH ACCESS 2 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 2 [

0 FUTURE ACCESS 2

0 6 1 1 1 0 0 0 4 0 1 6 0 SANDILE 0 0 THUSI ROAD 1 1 0 2 9 1

1 0

Hotel Trips only - AM - Ultimate FIG D26 3 1 3 SNELL SNELL

1 ISAIAH PARADE 1 NTSHANGASE 1 2 3 ROAD 0

1 0 3 1 BATTERY 6 0 SUNCOAST PARKING BEACH ROAD 6 ] [ NORTH ACCESS 3 0 8 1 2 2 3

0 SUNCOAST PARKING SOUTH ACCESS 2 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 2 [

0 FUTURE 7 ACCESS 11 2

0 4 1 1 1 0 0 0 4 0 1 6 0 SANDILE 0 0 THUSI ROAD 1 1 1 0 0 8 1

2 2

Hotel Trips only - PM - Ultimate FIG D27 29 2 7 SNELL SNELL

2 ISAIAH PARADE 7 NTSHANGASE 7 21 29 ROAD 0

8 0 9 3 BATTERY 13 5 SUNCOAST PARKING BEACH ROAD 57 ] [ NORTH ACCESS 4 0 72 13 5 15 8

5 SUNCOAST PARKING SOUTH ACCESS 5 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 5 [

0 FUTURE 79 ACCESS 34 5

0 15 3 3 8 0 0 0 10 0 16 62 0 SANDILE 0 0 THUSI ROAD 2 8 8 0 5 22 16

7 1

Loft Trips only - AM - Ultimate FIG D28 12 6 20 SNELL SNELL

6 ISAIAH PARADE 3 NTSHANGASE 3 9 12 ROAD 0

3 0 26 8 BATTERY 49 2 SUNCOAST PARKING BEACH ROAD 23 ] [ NORTH ACCESS 23 0 33 5 14 10 21

2 SUNCOAST PARKING SOUTH ACCESS 14 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 14 [

0 FUTURE 28 ACCESS 83 14

0 31 8 8 3 0 0 0 28 0 5 22 0 SANDILE 0 0 THUSI ROAD 5 3 3 0 3 61 5

7 15

Loft Trips only - PM - Ultimate FIG D29 1 5 23 SNELL SNELL

5 ISAIAH PARADE 1 NTSHANGASE 1 3 1 ROAD 0

1 0 28 10 BATTERY 36 4 SUNCOAST PARKING BEACH ROAD 4 ] [ NORTH ACCESS 9 0 9 5 75 4 85

4 SUNCOAST PARKING SOUTH ACCESS 75 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 3 ] 72 [

3 FUTURE ACCESS 72

0 23 6 6 1 0 0 0 11 0 0 3 0 SANDILE 0 0 THUSI ROAD 1 1 0 12 49 0

4 2

Theatre Trips only - AM - Phase 1 FIG D30 11 1 3 SNELL SNELL

1 ISAIAH PARADE 5 NTSHANGASE 5 23 11 ROAD 0

10 0 3 1 BATTERY 5 29 SUNCOAST PARKING BEACH ROAD 39 ] [ NORTH ACCESS 2 0 83 39 7 44 8

29 SUNCOAST PARKING SOUTH ACCESS 7 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 26 ] 7 [

26 FUTURE ACCESS 7

0 1 1 1 6 0 0 0 1 0 0 26 0 SANDILE 0 0 THUSI ROAD 6 6 0 0 5 0

38 1

Theatre Trips only - PM - Phase 1 FIG D31 4 7 24 SNELL SNELL

7 ISAIAH PARADE 1 NTSHANGASE 1 3 4 ROAD 0

1 0 31 9 BATTERY 44 1 SUNCOAST PARKING BEACH ROAD 7 ] [ NORTH ACCESS 13 0 9 2 16 2 26

1 SUNCOAST PARKING SOUTH ACCESS 16 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 16 [

0 FUTURE 10 ACCESS 113 16

0 51 9 9 1 0 0 0 33 0 2 8 0 SANDILE 0 0 THUSI ROAD 5 1 1 0 18 73 2

1 4

Theatre Trips only - AM - Ultimate FIG D32 33 1 3 SNELL SNELL

1 ISAIAH PARADE 7 NTSHANGASE 7 24 33 ROAD 0

9 0 3 1 BATTERY 6 5 SUNCOAST PARKING BEACH ROAD 64 ] [ NORTH ACCESS 3 0 91 15 2 27 3

5 SUNCOAST PARKING SOUTH ACCESS 2 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 0 ] 2 [

0 FUTURE 77 ACCESS 11 2

0 4 1 1 9 0 0 0 4 0 15 62 0 SANDILE 0 0 THUSI ROAD 1 9 9 0 0 8 15

18 2

Theatre Trips only - PM - Ultimate FIG D33 50 250 SNELL SNELL

50 ISAIAH PARADE 21 NTSHANGASE 21 50 ROAD

300 481 481 46 BATTERY SUNCOAST PARKING BEACH ROAD 71 ] [ 6 NORTH ACCESS 180 142 142 71

SUNCOAST PARKING SOUTH ACCESS 527 89 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 58 76 89 113 ] 527 341 [

147 FUTURE ACCESS 868

300 100 100 100 200 47 100 100 SANDILE 47 THUSI ROAD 47 47 47 568 volumes rudimentarily assigned by Arup

Suncoast Development Trips only - AM FIG D34 SNELL SNELL

ISAIAH PARADE 11 NTSHANGASE 11 20 ROAD

150 218 218 19 BATTERY SUNCOAST PARKING BEACH ROAD 31 ] [ 573 NORTH ACCESS 68 61 61 20

SUNCOAST PARKING SOUTH ACCESS 179 583 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 388 159 583 104 ] 179 131 [

971 FUTURE ACCESS 310

50 40 40 40 10 200 771 40 SANDILE 150 50 THUSI ROAD 150 150 150 260 volumes rudimentarily assigned by Arup

Suncoast Development Trips only - PM FIG D35 9 169 216 135 2232 333 116 238 2981 8 SNELL SNELL

12 352 ISAIAH PARADE 230 13 NTSHANGASE 992 130 219 1212 92 21 ROAD 173 111

1 0 40 1 8 3120 318 249 0 0 0 0 147 159 0 BATTERY 1 119 257 SUNCOAST PARKING BEACH ROAD 245 0 ] [ 0 NORTH ACCESS 23 1277 50 5 79 0 44 273 404 153 0 0 102 278 0

367 50 SUNCOAST PARKING 16 SOUTH ACCESS 542 42 30 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 55

YENGWA AVENUE SITE 156 5 27 40 183 144 ] 397 30 34 171 [ 5

0 0 216 FUTURE 0 ACCESS 0 462

174 1236 141 2091 202 1558 107 273 1889 413 321 741 1325 2501 550 337 12 199 5 23 2209 371 232 SANDILE 881 256 151 1972 407 THUSI ROAD 33 18 592 284 2055 277 50 2234 240 194 1646 67 693 594 288 15 585 200 91 35

2490 926

2025 Background Traffic plus Phase 1 Film City Development - AM FIG D36 27 308 429 62 1908 498 146 124 1075 33 SNELL SNELL

21 285 ISAIAH PARADE 279 6 NTSHANGASE 1615 185 441 2566 250 56 ROAD 190 213

19 0 128 1 2 1202 371 263 0 0 0 0 65 147 0 BATTERY 23 250 333 SUNCOAST PARKING BEACH ROAD 433 0 ] [ 0 NORTH ACCESS 15 2805 141 1 403 0 164 262 406 318 0 0 264 208 0

340 155 SUNCOAST PARKING 104 SOUTH ACCESS 621 155 101 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS MASABALALA MASABALALA

YENGWA AVENUE SITE 33 88 39 161 101 ] 522 26 55 216 [ 21

0 0 411 FUTURE 0 ACCESS 0 603

185 1226 152 1784 172 1207 98 385 1746 226 185 567 741 1357 427 418 105 278 28 22 1688 127 123 SANDILE 489 193 244 1789 726 THUSI ROAD 48 45 761 188 2035 676 170 1728 123 417 2588 64 754 919 403 12 516 167 60 34

1079 2332

2025 Background Traffic plus Phase 1 Film City Development - PM FIG D37 9 186 296 149 2464 370 128 263 3304 9 SNELL SNELL

13 401 ISAIAH PARADE 264 14 NTSHANGASE 1096 144 252 1362 158 23 ROAD 191 123

1 0 53 1 9 3445 375 275 0 0 0 0 164 176 0 BATTERY 1 178 257 SUNCOAST PARKING BEACH ROAD 361 0 ] [ 0 NORTH ACCESS 26 1410 76 5 169 0 31 301 241 169 0 0 104 104 0

379 56 SUNCOAST PARKING 18 SOUTH ACCESS 393 47 34 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 61

YENGWA AVENUE SITE 172 5 30 44 168 159 ] 246 34 38 189 [ 5

0 0 205 FUTURE 177 ACCESS 446 318

192 1365 280 2324 223 1720 118 317 2085 469 354 819 1463 2762 701 372 52 332 5 26 2439 409 256 SANDILE 973 283 167 2177 449 THUSI ROAD 58 20 654 313 2282 306 55 2479 265 214 1817 104 766 655 439 16 646 221 139 39

2728 1028

2030 Background Traffic plus Ultimate Film City Development - AM FIG D38 30 338 569 69 2106 554 162 136 1207 36 SNELL SNELL

23 330 ISAIAH PARADE 320 6 NTSHANGASE 1783 205 500 2845 371 62 ROAD 210 235

21 0 160 1 3 1325 444 283 0 0 0 0 79 179 0 BATTERY 26 363 297 SUNCOAST PARKING BEACH ROAD 604 0 ] [ 0 NORTH ACCESS 17 3091 201 1 600 0 173 282 378 367 0 0 278 175 0

286 171 SUNCOAST PARKING 115 SOUTH ACCESS 614 171 111 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 32

YENGWA AVENUE SITE 261 36 97 43 80 111 ] 511 28 61 238 [ 23

0 0 355 FUTURE 169 ACCESS 179 601

205 1354 236 1985 190 1332 108 439 1928 264 206 626 818 1498 534 462 177 468 31 24 1862 140 136 SANDILE 540 213 271 1977 801 THUSI ROAD 62 50 840 207 2273 746 187 1923 134 460 2857 76 832 1015 543 13 569 184 128 38

1158 2599

2030 Background Traffic plus Ultimate Film City Development - PM FIG D39 9 186 296 149 2464 420 128 263 3554 9 SNELL SNELL

13 451 ISAIAH PARADE 285 14 NTSHANGASE 1096 144 273 1412 158 23 ROAD 191 123

1 0 53 1 9 3445 675 756 0 0 0 481 164 176 46 BATTERY 1 178 257 SUNCOAST PARKING BEACH ROAD 432 0 ] [ 6 NORTH ACCESS 26 1410 256 5 169 0 31 443 241 169 0 142 175 104 0

379 56 SUNCOAST PARKING 18 SOUTH ACCESS 393 574 123 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 61

YENGWA AVENUE SITE 172 5 88 120 257 272 ] 773 375 38 189 [ 5

0 0 352 FUTURE 177 ACCESS 446 1186

192 1365 580 2424 223 1720 118 317 2185 469 354 919 1463 2762 901 372 99 432 5 26 2539 409 256 SANDILE 973 283 167 2224 449 THUSI ROAD 58 20 654 313 2329 306 55 2526 265 214 1817 104 813 655 1007 16 646 221 139 39

2799 1208

2030 Background Traffic plus Ultimate Film City Development plus Suncoast Development Traffic - AM FIG D40 30 338 569 69 2106 554 162 136 1207 36 SNELL SNELL

23 330 ISAIAH PARADE 331 6 NTSHANGASE 1783 205 511 2865 371 62 ROAD 210 235

21 0 160 1 3 1325 594 501 0 0 0 218 79 179 19 BATTERY 26 363 297 SUNCOAST PARKING BEACH ROAD 635 0 ] [ 573 NORTH ACCESS 17 3091 269 1 600 0 173 343 378 367 0 61 298 175 0

286 171 SUNCOAST PARKING 115 SOUTH ACCESS 614 350 694 M4

ROAD SUNCOAST UMGENI HIGHWAY SERVICE ACCESS

MASABALALA MASABALALA 32

YENGWA AVENUE SITE 261 36 485 202 663 215 ] 690 159 61 238 [ 23

0 0 1326 FUTURE 169 ACCESS 179 911

205 1354 286 2025 190 1332 108 439 1968 264 206 666 818 1498 544 462 377 1239 31 24 1902 140 136 SANDILE 540 213 271 2127 851 THUSI ROAD 62 50 840 207 2423 746 187 2073 134 460 2857 76 982 1015 803 13 569 184 128 38

2030 Background Traffic plus Ultimate Film City Development plus Suncoast Development Traffic - PM FIG D41

Appendix E

Intersection4B Results

eThekwini Municipality | Rev 3 | 23 October 2020 Page 73 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

2020 Existing Volumes

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 1,344 54,100 D 0,961 48,600 D East Approach 1,431 278,200 F 1,337 231,700 F Isaiah Ntshangase Rd North Approach 0,545 6,600 A 0,606 13,900 B and Umgeni Rd West Approach 0,555 53,000 D 0,381 52,100 D Overall 1,431 46,500 D 1,337 48,600 D South Approach 1,151 24,600 C 1,328 322,700 F Isaiah Ntshangase Rd East Approach 0,535 47,500 D 0,536 20,500 C and Masabalala North Approach 1,091 55,500 E 0,550 27,000 C Yengwa Ave West Approach 0,686 42,800 D 0,732 32,400 C Overall 1,151 45,400 D 1,328 200,100 F South Approach 0,312 9,300 A 0,785 9,300 A Battery Beach Rd and East Approach 0,520 44,300 D 0,524 34,100 C Masabalala Yengwa North Approach 0,984 30,300 C 0,551 20,100 C Ave West Approach 0,002 39,200 D 0,033 32,600 C Overall 0,984 25,500 C 0,785 14,600 B South Approach 0,002 10,100 B 0,003 10,900 B Battery Beach Rd and East Approach 0,135 0,100 NA 0,160 0,100 NA Access to the North Approach 0,004 10,100 B 0,005 10,900 B Development West Approach 0,123 0,100 NA 0,161 0,000 NA Overall 0,135 0,200 NA 0,161 0,200 NA South Approach 0,144 4,700 A 0,288 5,800 A Battery Beach East Approach 0,002 4,500 A 0,002 4,300 A Rd/Snell Parade and North Approach 0,269 6,400 A 0,195 5,600 A Suncoast Access West Approach 0,208 5,300 A 0,245 6,100 A North Overall 0,269 5,400 A 0,288 5,900 A South Approach 0,144 4,500 A 0,305 6,400 A Snell Parade and East Approach 0,033 4,200 A 0,103 4,700 A Suncoast Access North Approach 0,166 4,800 A 0,185 5,300 A South Overall 0,166 4,600 A 0,304 5,800 A South Approach 0,170 5,300 A 0,454 8,900 A Snell Parade/ East Approach 0,153 5,000 A 0,162 5,200 A Sylvester Ntuli Rd North Approach 0,075 4,700 A 0,172 5,800 A and Suncoast Service West Approach 0,177 5,400 A 0,162 5,100 A Overall 0,177 5,200 A 0,454 6,600 A South Approach 0,096 4,000 A 0,214 5,100 A Sylvester Ntuli Rd North Approach 0,078 3,800 A 0,136 4,400 A and Future Access Overall 0,096 3,900 A 0,214 4,800 A South Approach 0,187 11,400 B 0,296 12,300 B East Approach 0,491 29,700 C 0,466 28,700 C Sylvester Ntuli Rd North Approach 0,170 31,700 C 0,365 29,800 C and Sandile Thusi Rd West Approach 0,558 14,000 B 0,329 11,800 B Overall 0,558 18,100 B 0,466 17,000 B South Approach 1,208 230,600 F 1,447 238,300 F M4 Ruth First East Approach 2,806 597,100 F 2,819 416,200 F Highway and Sandile North Approach 1,203 196,300 F 0,987 43,700 D Thusi Rd West Approach 0,740 26,500 C 0,883 47,400 D Overall 2,806 213,600 F 2,819 174,000 F East Approach 0,680 19,000 B 0,459 10,200 B Masbalala Yengwa North Approach 0,542 42,600 D 0,378 46,200 D Ave and Sandile West Approach 1,018 21,800 C 0,418 5,700 A Thusi Rd IC - East Overall 1,018 23,500 C 0,459 11,400 B South Approach 0,307 24,000 C 0,695 42,400 D Masbalala Yengwa East Approach 0,780 10,900 B 0,791 16,300 B Ave and Sandile West Approach 0,743 16,700 B 0,743 22,200 C Thusi Rd IC - West Overall 0,780 14,500 B 0,791 23,400 C South Approach 1,572 194,800 F 0,959 45,800 D East Approach 0,861 33,400 C 0,758 22,400 C Umgeni Rd and North Approach 1,000 79,700 E 0,802 41,700 D Sandile Thusi Rd West Approach 1,546 488,100 F 1,311 300,800 F Overall 1,572 200,900 F 1,311 110,800 F 2025 Forecast Volumes

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 1,703 91,700 F 1,077 123,500 F East Approach 1,618 371,000 F 1,537 332,000 F Isaiah Ntshangase Rd North Approach 0,602 7,100 A 0,669 14,900 B and Umgeni Rd West Approach 0,623 54,400 D 0,425 52,600 D Overall 1,703 65,600 E 1,537 87,000 F South Approach 1,292 31,000 C 1,473 442,000 F Isaiah Ntshangase Rd East Approach 0,647 50,400 D 0,628 21,500 C and Masabalala North Approach 1,417 139,800 F 0,605 27,500 C Yengwa Ave West Approach 0,813 46,400 D 0,866 39,400 D Overall 1,417 96,800 F 1,473 271,100 F South Approach 0,345 9,600 A 0,867 23,100 C Battery Beach Rd and East Approach 0,573 44,800 D 0,581 34,600 C Masabalala Yengwa North Approach 1,087 96,500 F 0,603 9,200 A Ave West Approach 0,002 39,200 D 0,037 32,600 C Overall 1,087 70,500 E 0,867 19,600 B South Approach 0,003 10,400 B 0,003 11,400 B Battery Beach Rd and East Approach 0,149 0,100 NA 0,177 0,000 NA Access to the North Approach 0,005 10,400 B 0,005 11,500 B Development West Approach 0,136 0,100 NA 0,177 0,000 NA Overall 0,149 0,200 NA 0,177 0,200 NA South Approach 0,160 4,900 A 0,319 6,200 A Battery Beach East Approach 0,002 4,700 A 0,002 4,400 A Rd/Snell Parade and North Approach 0,302 6,900 A 0,219 5,900 A Suncoast Access West Approach 0,232 5,600 A 0,276 6,500 A North Overall 0,302 5,800 A 0,319 6,200 A South Approach 0,159 4,600 A 0,340 6,900 A Snell Parade and East Approach 0,036 4,400 A 0,115 4,900 A Suncoast Access North Approach 0,184 5,000 A 0,206 5,500 A South Overall 0,184 4,800 A 0,340 6,200 A South Approach 0,191 5,600 A 0,514 10,100 B Snell Parade/ East Approach 0,172 5,300 A 0,183 5,400 A Sylvester Ntuli Rd North Approach 0,086 4,900 A 0,195 6,200 A and Suncoast Service West Approach 0,198 5,600 A 0,181 5,400 A Overall 0,198 5,500 A 0,514 7,300 A South Approach 0,106 4,100 A 0,236 5,400 A Sylvester Ntuli Rd North Approach 0,086 3,900 A 0,150 4,500 A and Future Access Overall 0,106 4,000 A 0,236 5,000 A South Approach 0,209 11,600 B 0,331 12,600 B East Approach 0,546 30,200 C 0,523 29,400 C Sylvester Ntuli Rd North Approach 0,188 31,900 C 0,424 31,000 C and Sandile Thusi Rd West Approach 0,633 14,700 B 0,368 12,300 B Overall 0,633 18,500 B 0,523 17,400 B South Approach 1,334 337,000 F 1,582 296,100 F M4 Ruth First East Approach 3,630 863,500 F 3,373 533,600 F Highway and Sandile North Approach 1,329 290,100 F 1,090 55,900 E Thusi Rd West Approach 0,828 32,700 C 0,905 51,700 D Overall 3,630 31,,1 F 3,373 218,000 F East Approach 0,756 19,900 B 0,515 11,000 B Masbalala Yengwa North Approach 0,599 43,200 D 0,651 45,200 D Ave and Sandile West Approach 1,165 39,300 D 0,505 6,400 A Thusi Rd IC - East Overall 1,165 31,600 C 0,651 12,000 B South Approach 0,463 46,500 D 1,129 155,800 F Masbalala Yengwa East Approach 0,874 12,900 B 1,185 33,200 C Ave and Sandile West Approach 0,781 17,300 B 0,665 14,500 B Thusi Rd IC - West Overall 0,874 17,100 B 1,185 46,700 D South Approach 1,737 242,500 F 1,123 64,900 E East Approach 0,950 54,100 D 0,837 27,900 C Umgeni Rd and North Approach 1,103 142,600 F 0,975 52,200 D Sandile Thusi Rd West Approach 1,727 632,800 F 1,453 413,500 F Overall 1,737 272,600 F 1,453 150,400 F 2025 Forecast + Phase 1

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 1,716 93,000 F 1,078 124,100 F East Approach 1,646 387,700 F 1,637 391,500 F Isaiah Ntshangase Rd North Approach 0,606 7,100 A 0,673 15,000 B and Umgeni Rd West Approach 0,623 54,400 D 0,425 52,600 D Overall 1,716 67,700 E 1,637 93,800 F South Approach 1,467 42,000 D 1,549 501,900 F Isaiah Ntshangase Rd East Approach 0,682 51,700 D 0,649 21,800 C and Masabalala North Approach 1,469 160,500 F 0,573 27,500 C Yengwa Ave West Approach 0,869 50,300 D 0,837 37,000 D Overall 1,469 112,300 F 1,549 309,300 F South Approach 0,345 10,200 B 0,876 15,800 B Battery Beach Rd and East Approach 0,685 45,600 D 1,088 105,000 F Masabalala Yengwa North Approach 1,115 115,800 F 0,850 25,300 C Ave West Approach 0,002 39,200 D 0,037 32,600 C Overall 1,115 83,300 F 1,088 30,700 C South Approach 0,091 4,600 A 0,467 8,500 A Battery Beach Rd and East Approach 0,283 6,300 A 0,269 6,600 A Access to the North Approach 0,004 4,400 A 0,005 5,300 A Development West Approach 0,178 4,900 A 0,274 6,400 A Overall 0,283 5,600 A 0,467 7,200 A South Approach 0,420 7,400 A 0,402 7,100 A Battery Beach East Approach 0,002 4,900 A 0,002 4,900 A Rd/Snell Parade and North Approach 0,346 7,600 A 0,255 6,800 A Suncoast Access West Approach 0,268 5,900 A 0,396 7,800 A North Overall 0,420 7,000 A 0,402 7,300 A South Approach 0,275 5,800 A 0,394 7,600 A Snell Parade and East Approach 0,037 4,500 A 0,125 5,300 A Suncoast Access North Approach 0,201 5,100 A 0,261 6,100 A South Overall 0,275 5,500 A 0,394 6,800 A South Approach 0,468 9,200 A 0,635 13,100 B Snell Parade/ East Approach 0,176 5,400 A 0,196 5,900 A Sylvester Ntuli Rd North Approach 0,088 5,000 A 0,208 6,700 A and Suncoast Service West Approach 0,215 5,800 A 0,230 5,900 A Overall 0,468 6,900 A 0,635 8,800 A South Approach 0,215 5,100 A 0,283 5,900 A Sylvester Ntuli Rd North Approach 0,101 4,000 A 0,192 4,900 A and Future Access Overall 0,215 4,800 A 0,283 5,500 A South Approach 0,311 15,600 B 0,396 13,800 B East Approach 0,546 30,200 C 0,523 29,400 C Sylvester Ntuli Rd North Approach 0,222 32,600 C 0,484 32,300 C and Sandile Thusi Rd West Approach 0,633 14,300 B 0,368 12,200 B Overall 0,633 19,300 B 0,523 18,300 B South Approach 1,338 334,100 F 1,583 296,100 F M4 Ruth First East Approach 3,642 867,100 F 3,373 533,600 F Highway and Sandile North Approach 1,329 292,500 F 1,090 58,600 E Thusi Rd West Approach 0,828 32,700 C 0,905 51,700 D Overall 3,642 312,100 F 3,373 218,500 F East Approach 0,756 19,900 B 0,520 10,900 B Masbalala Yengwa North Approach 0,604 43,300 D 0,458 46,800 D Ave and Sandile West Approach 1,165 39,300 D 0,508 6,400 A Thusi Rd IC - East Overall 1,165 31,700 C 0,520 12,400 B South Approach 0,315 38,400 D 0,767 44,700 D Masbalala Yengwa East Approach 0,884 26,700 C 0,972 22,500 C Ave and Sandile West Approach 0,902 37,500 D 0,802 24,800 C Thusi Rd IC - West Overall 0,902 32,600 C 0,972 27,300 C South Approach 1,737 242,400 F 1,123 64,900 E East Approach 0,951 54,500 D 0,841 28,300 C Umgeni Rd and North Approach 1,103 142,600 F 0,975 52,200 D Sandile Thusi Rd West Approach 1,741 644,100 F 1,458 417,700 F Overall 1,741 276,900 F 1,458 151,800 F 2030 Forecast

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 2,083 132,500 F 1,202 228,500 F East Approach 1,992 557,800 F 1,773 452,200 F Isaiah Ntshangase Rd North Approach 0,664 7,700 A 0,739 16,100 B and Umgeni Rd West Approach 0,708 56,500 E 0,473 53,100 D Overall 2,083 94,600 F 1,773 138,800 F South Approach 1,419 37,300 D 1,631 573,600 F Isaiah Ntshangase Rd East Approach 0,797 57,900 E 0,743 26,100 C and Masabalala North Approach 1,871 238,200 F 0,670 28,200 C Yengwa Ave West Approach 0,957 63,100 E 1,001 71,100 E Overall 1,871 158,100 F 1,631 352,700 F South Approach 0,381 9,900 A 0,947 47,200 D Battery Beach Rd and East Approach 0,635 45,500 D 0,644 35,200 D Masabalala Yengwa North Approach 1,202 188,400 F 0,694 17,800 B Ave West Approach 0,002 39,200 D 0,041 32,700 C Overall 1,202 132,800 F 0,957 37,000 D South Approach 0,003 10,800 B 0,003 12,100 B Battery Beach Rd and East Approach 0,164 0,000 NA 0,195 0,000 NA Access to the North Approach 0,005 10,800 B 0,006 12,100 B Development West Approach 0,150 0,100 NA 0,195 0,000 NA Overall 0,164 0,200 NA 0,195 0,100 NA South Approach 0,178 5,200 A 0,353 6,600 A Battery Beach East Approach 0,002 4,900 A 0,002 4,600 A Rd/Snell Parade and North Approach 0,340 7,500 A 0,247 6,300 A Suncoast Access West Approach 0,259 5,900 A 0,313 7,000 A North Overall 0,340 6,100 A 0,353 5,000 A South Approach 0,176 4,800 A 0,378 7,500 A Snell Parade and East Approach 0,042 4,500 A 0,130 5,100 A Suncoast Access North Approach 0,204 5,200 A 0,230 5,900 A South Overall 0,204 5,000 A 0,378 6,600 A South Approach 0,216 6,000 A 0,583 11,800 B Snell Parade/ East Approach 0,192 5,600 A 0,204 5,700 A Sylvester Ntuli Rd North Approach 0,097 5,100 A 0,220 6,600 A and Suncoast Service West Approach 0,223 6,000 A 0,202 5,700 A Overall 0,223 5,800 A 0,583 8,100 A South Approach 0,117 4,200 A 0,261 5,600 A Sylvester Ntuli Rd North Approach 0,095 4,000 A 0,165 4,600 A and Future Access Overall 0,117 4,100 A 0,261 5,200 A South Approach 0,231 11,800 B 0,369 12,800 B East Approach 0,607 30,800 C 0,581 29,100 C Sylvester Ntuli Rd North Approach 0,208 32,300 C 0,496 30,500 C and Sandile Thusi Rd West Approach 0,718 17,400 B 0,417 12,700 B Overall 0,718 20,000 B 0,581 17,600 B South Approach 1,472 457,000 F 1,729 359,800 F M4 Ruth First East Approach 3,959 998,400 F 3,702 603,900 F Highway and Sandile North Approach 1,467 396,300 F 1,203 80,300 F Thusi Rd West Approach 0,930 51,600 D 0,987 72,100 E Overall 3,959 403,500 F 3,702 262,800 F East Approach 0,837 24,900 C 0,589 11,700 B Masbalala Yengwa North Approach 0,661 44,000 D 0,461 46,900 D Ave and Sandile West Approach 1,317 60,400 E 0,604 7,100 A Thusi Rd IC - East Overall 1,317 43,000 D 0,604 12,800 B South Approach 0,512 46,900 D 1,245 233,200 F Masbalala Yengwa East Approach 0,997 24,700 C 1,379 53,400 D Ave and Sandile West Approach 0,847 21,500 C 0,735 15,500 B Thusi Rd IC - West Overall 0,997 24,600 C 1,379 68,600 E South Approach 1,915 292,700 F 1,295 97,500 F East Approach 1,050 105,200 F 0,924 43,200 D Umgeni Rd and North Approach 1,221 232,800 F 1,139 80,500 F Sandile Thusi Rd West Approach 1,928 795,000 F 1,622 548,900 F Overall 1,928 366,800 F 1,622 206,000 F 2030 + Ult

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 2,095 133,700 F 1,203 229,000 F East Approach 2,112 632,200 F 1,963 571,200 F Isaiah Ntshangase Rd North Approach 0,669 7,800 A 0,744 16,200 B and Umgeni Rd West Approach 0,708 56,500 E 0,473 53,100 D Overall 2,112 103,300 F 1,963 152,400 F South Approach 2,520 138,700 F 1,737 673,700 F Isaiah Ntshangase Rd East Approach 1,200 222,700 F 0,774 27,500 C and Masabalala North Approach 2,034 269,000 F 0,629 28,200 C Yengwa Ave West Approach 1,011 80,600 F 0,992 64,100 E Overall 2,520 209,100 F 1,737 418,200 F South Approach 0,421 2,500 A 0,975 41,200 D Battery Beach Rd and East Approach 1,010 93,700 F 1,513 360,100 F Masabalala Yengwa North Approach 1,240 265,900 F 1,201 76,800 E Ave West Approach 0,002 39,200 D 0,041 32,700 C Overall 1,240 183,300 F 1,513 98,400 F South Approach 0,198 5,700 A 0,693 13,900 B Battery Beach Rd and East Approach 0,217 5,800 A 0,283 7,300 A Access to the North Approach 0,004 4,600 A 0,005 5,900 A Development West Approach 0,217 5,300 A 0,381 7,300 A Overall 0,217 5,500 A 0,693 10,000 A South Approach 0,254 5,800 A 0,375 7,200 A Battery Beach East Approach 0,002 5,000 A 0,002 4,900 A Rd/Snell Parade and North Approach 0,384 8,200 A 0,302 7,200 A Suncoast Access West Approach 0,272 5,900 A 0,363 7,700 A North Overall 0,384 6,600 A 0,375 7,400 A South Approach 0,208 5,100 A 0,399 7,800 A Snell Parade and East Approach 0,042 4,600 A 0,132 5,200 A Suncoast Access North Approach 0,210 5,200 A 0,243 6,000 A South Overall 0,210 5,100 A 0,399 6,800 A South Approach 0,297 6,800 A 0,633 13,200 B Snell Parade/ East Approach 0,192 5,600 A 0,204 5,700 A Sylvester Ntuli Rd North Approach 0,097 5,100 A 0,220 6,600 A and Suncoast Service West Approach 0,223 6,000 A 0,202 5,700 A Overall 0,297 6,000 A 0,633 8,800 A South Approach 0,416 6,900 A 0,367 6,900 A Sylvester Ntuli Rd North Approach 0,110 4,600 A 0,189 5,400 A and Future Access West Approach 0,208 6,100 A 0,253 7,900 A Overall 0,416 6,400 A 0,367 6,600 A South Approach 0,480 18,500 B 0,539 15,600 B East Approach 0,622 30,900 C 0,587 29,200 C Sylvester Ntuli Rd North Approach 0,365 35,800 D 1,071 58,900 E and Sandile Thusi Rd West Approach 0,722 16,600 B 0,418 12,500 B Overall 0,722 21,800 C 1,071 23,900 C South Approach 1,480 448,500 F 1,737 362,100 F M4 Ruth First East Approach 3,959 976,400 F 3,702 583,800 F Highway and Sandile North Approach 1,471 404,200 F 1,203 90,700 F Thusi Rd West Approach 0,930 51,600 D 0,991 73,700 E Overall 3,959 405,000 F 3,702 263,900 F East Approach 0,837 24,900 C 0,591 11,700 B Masbalala Yengwa North Approach 0,677 44,400 D 0,523 47,400 D Ave and Sandile West Approach 1,317 60,400 E 0,607 7,100 A Thusi Rd IC - East Overall 1,317 43,100 D 0,607 13,300 B South Approach 0,512 46,900 D 0,847 42,900 D Masbalala Yengwa East Approach 0,999 26,100 C 1,119 31,800 C Ave and Sandile West Approach 0,855 22,300 C 0,864 31,100 C Thusi Rd IC - West Overall 0,999 25,600 C 1,119 34,300 C South Approach 2,181 364,100 F 1,294 97,500 F East Approach 1,086 126,000 F 0,938 47,300 D Umgeni Rd and North Approach 1,151 177,300 F 1,139 80,500 F Sandile Thusi Rd West Approach 1,785 673,900 F 1,648 569,600 F Overall 2,181 333,000 F 1,648 213,600 F 2030 + Ult + Suncoast

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 2,123 136,600 F 1,203 229,000 F East Approach 2,281 740,000 F 2,031 614,900 F Isaiah Ntshangase Rd North Approach 0,682 8,000 A 0,744 16,200 B and Umgeni Rd West Approach 0,708 56,500 E 0,473 53,100 D Overall 2,281 116,200 F 2,031 157,700 F South Approach 2,520 134,200 F 1,750 685,100 F Isaiah Ntshangase Rd East Approach 1,345 348,100 F 0,774 27,500 C and Masabalala North Approach 2,192 326,300 F 0,629 28,200 C Yengwa Ave West Approach 1,099 117,500 F 0,992 64,100 E Overall 2,520 248,900 F 1,750 426,300 F South Approach 1,420 70,800 E 0,989 64,900 E Battery Beach Rd and East Approach 1,208 192,800 F 1,591 404,900 F Masabalala Yengwa North Approach 1,381 323,400 F 2,042 314,100 F Ave West Approach 0,002 39,200 D 0,041 32,700 C Overall 1,420 244,400 F 2,042 191,500 F South Approach 0,220 6,500 A 0,725 15,600 B Battery Beach Rd and East Approach 0,293 6,500 A 0,320 7,800 A Access to the North Approach 0,006 6,600 A 0,006 6,900 A Development West Approach 0,447 8,100 A 0,461 9,000 A Overall 0,447 7,400 A 0,725 11,100 B South Approach 0,283 6,600 A 0,602 16,500 B Battery Beach East Approach 0,109 6,200 A 0,804 24,700 C Rd/Snell Parade and North Approach 0,620 17,300 A 0,379 9,400 A Suncoast Access West Approach 0,421 8,400 A 0,644 21,200 C North Overall 0,620 9,800 A 0,804 19,200 B South Approach 0,542 8,600 A 0,490 9,200 A Snell Parade and East Approach 0,151 5,600 A 0,798 19,900 B Suncoast Access North Approach 0,314 8,800 A 0,278 7,100 A South Overall 0,542 8,400 A 0,798 12,700 B South Approach 0,788 24,100 C 0,612 14,700 B Snell Parade/ East Approach 0,328 7,300 A 0,492 16,300 B Sylvester Ntuli Rd North Approach 0,280 7,600 A 1,392 386,100 F and Suncoast Service West Approach 0,397 10,600 B 0,821 23,800 C Overall 0,788 16,500 B 1,392 105,400 F South Approach 0,761 16,700 B 0,511 9,100 A Sylvester Ntuli Rd North Approach 0,188 5,400 A 0,706 15,600 B and Future Access West Approach 0,395 14,500 B 0,317 10,700 B Overall 0,761 14,700 B 0,706 12,500 B South Approach 1,205 146,800 F 0,856 22,200 C East Approach 0,622 30,900 C 0,587 29,200 C Sylvester Ntuli Rd North Approach 1,316 91,100 F 3,959 976,600 F and Sandile Thusi Rd West Approach 0,722 17,200 B 0,418 13,000 B Overall 1,316 72,000 E 3,959 310,300 F South Approach 1,480 448,500 F 1,737 362,200 F M4 Ruth First East Approach 2,848 659,200 F 3,933 604,700 F Highway and Sandile North Approach 1,513 418,300 F 1,203 92,100 F Thusi Rd West Approach 1,022 87,600 F 1,038 72,200 E Overall 2,848 379,200 F 3,933 273,300 F East Approach 0,855 26,700 C 0,634 12,100 B Masbalala Yengwa North Approach 0,677 44,400 D 0,523 47,400 D Ave and Sandile West Approach 1,322 60,400 E 0,635 7,400 A Thusi Rd IC - East Overall 1,322 43,900 D 0,635 13,500 B South Approach 0,512 46,900 D 0,847 49,200 D Masbalala Yengwa East Approach 1,006 28,800 C 1,127 35,400 D Ave and Sandile West Approach 0,875 25,100 C 0,873 32,800 C Thusi Rd IC - West Overall 1,006 28,100 C 1,127 36,600 D South Approach 1,915 292,700 F 1,294 97,500 F East Approach 1,063 114,700 F 0,992 70,200 E Umgeni Rd and North Approach 1,221 232,800 F 1,139 80,500 F Sandile Thusi Rd West Approach 2,024 872,600 F 1,697 608,200 F Overall 2,024 398,800 F 1,697 231,600 F 2025 + Phase 1 + Mitigation

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 1,733 92,700 F 0,990 74,200 E East Approach 1,532 330,200 F 1,637 391,500 F Isaiah Ntshangase Rd North Approach 0,619 8,100 A 0,673 15,000 B and Umgeni Rd West Approach 0,588 53,200 D 0,425 52,600 D Overall 1,733 62,700 E 1,637 75,000 E South Approach 1,467 38,700 D 0,944 39,200 D Isaiah Ntshangase Rd East Approach 0,847 64,200 E 1,181 212,100 F and Masabalala North Approach 1,327 99,700 F 1,617 75,100 E Yengwa Ave West Approach 0,798 57,000 E 1,283 209,800 F Overall 1,467 77,100 E 1,617 78,800 E South Approach 0,753 7,100 A 0,876 24,400 C Battery Beach Rd and East Approach 0,521 54,300 D 0,673 35,000 C Masabalala Yengwa North Approach 0,757 2,700 A 0,856 21,300 C Ave West Approach 0,004 47,000 D 0,037 32,600 C Overall 0,757 7,400 A 0,876 24,900 C South Approach Battery Beach Rd and East Approach Access to the North Approach Development West Approach Overall South Approach Battery Beach East Approach Rd/Snell Parade and North Approach Suncoast Access West Approach North Overall South Approach Snell Parade and East Approach Suncoast Access North Approach South Overall South Approach Snell Parade/ East Approach Sylvester Ntuli Rd North Approach and Suncoast Service West Approach Overall South Approach East Approach Sylvester Ntuli Rd North Approach and Future Access West Approach Overall South Approach East Approach Sylvester Ntuli Rd North Approach and Sandile Thusi Rd West Approach Overall South Approach 1,344 344,200 F 1,604 305,400 F M4 Ruth First East Approach 0,940 38,300 D 3,373 533,400 F Highway and Sandile North Approach 1,329 220,100 F 1,090 48,300 D Thusi Rd West Approach 1,173 206,800 F 0,905 51,700 D Overall 1,344 219,200 F 3,373 218,700 F East Approach Masbalala Yengwa North Approach Ave and Sandile West Approach Thusi Rd IC - East Overall South Approach Masbalala Yengwa East Approach Ave and Sandile West Approach Thusi Rd IC - West Overall South Approach East Approach Umgeni Rd and North Approach Sandile Thusi Rd West Approach Overall 2030 + Ult + Suncoast + Mitigation

Intersection/Approach AM PEAK HOUR PM PEAK HOUR V/C Delay (sec) LOS V/C Delay (sec) LOS South Approach 2,123 133,500 F 1,106 159,800 F East Approach 2,281 740,000 F 2,031 614,900 F Isaiah Ntshangase Rd North Approach 0,682 8,000 A 0,744 16,200 B and Umgeni Rd West Approach 0,708 56,500 E 0,473 53,100 D Overall 2,281 115,400 F 2,031 131,800 F South Approach Isaiah Ntshangase Rd East Approach and Masabalala North Approach Yengwa Ave West Approach Overall South Approach 4,051 442,900 F 0,908 16,900 B Battery Beach Rd and East Approach 1,007 108,900 F 1,395 303,600 F Masabalala Yengwa North Approach 3,737 420,000 F 2,060 312,900 F Ave West Approach 0,004 47,000 D 0,063 41,400 D Overall 4,051 396,300 F 2,060 150,300 F South Approach Battery Beach Rd and East Approach Access to the North Approach Development West Approach Overall South Approach Battery Beach East Approach Rd/Snell Parade and North Approach Suncoast Access West Approach North Overall South Approach Snell Parade and East Approach Suncoast Access North Approach South Overall South Approach 0,788 24,100 C 0,923 36,300 D Snell Parade/ East Approach 0,328 7,300 A 0,547 19,900 B Sylvester Ntuli Rd North Approach 0,158 6,000 A 0,714 26,200 C and Suncoast Service West Approach 0,397 10,600 B 0,851 23,800 C Overall 0,788 16,400 B 0,923 27,500 C South Approach Sylvester Ntuli Rd North Approach and Future Access West Approach Overall South Approach 0,878 28,600 C 0,420 10,600 B East Approach 0,860 45,900 D 0,924 52,300 D Sylvester Ntuli Rd North Approach 0,536 31,700 C 0,937 42,400 D and Sandile Thusi Rd West Approach 0,843 27,800 C 0,940 33,000 C Overall 0,878 31,200 C 0,940 30,700 C South Approach 1,486 458,300 F 1,755 370,300 F M4 Ruth First East Approach 1,038 51,200 D 3,933 604,500 F Highway and Sandile North Approach 1,467 304,200 F 1,203 64,500 E Thusi Rd West Approach 1,415 416,000 F 1,037 72,100 E Overall 1,486 327,300 F 3,933 268,200 F East Approach Masbalala Yengwa North Approach Ave and Sandile Thusi West Approach Rd IC - East Overall South Approach Masbalala Yengwa East Approach Ave and Sandile Thusi West Approach Rd IC - West Overall South Approach East Approach Umgeni Rd and North Approach Sandile Thusi Rd West Approach Overall

Appendix F

Segment5B Analysis Results

eThekwini Municipality | Rev 3 | 23 October 2020 Page 74 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

2020 AM

2020 PM

eThekwini Municipality | Rev 3 | 23 October 2020 Page 75 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

2025 AM

Road MY Ave Umgeni Rd Snell Parade Sandile Thusi Direction Southbound Northbound Southbound Northbound Southbound Northbound Westbound Eastbound Between IN Rd and Between IN Rd and Between IN Rd and Between BB Rd and Between Suncoast S South of Suncoast S Between BB Rd and Between SN Rd Between M4 and Between MY Ave and West of Umgeni Between MY Ave Between M4 and Section North of IN Rd South of BB Rd Between IN Rd and BB Rd North of IN Rd South of ST Rd North of BB Rd East of SN Rd Between SN Rd and M4 BB Rd ST Rd ST Rd Suncoast S Access and SN Ave Access Suncoast S Access and M4 MY Ave Umgeni Rd Rd and Umgeni Rd MY Ave User-selected speed adjustment 10 10 10 10 4 4 4 4 0 0 0 0 0 4 4 4 4 4 4 4 4 Through movemnet volume Vm (veh/h) 2906 3120 1277 1188 2549 1665 611 1123 274 383 363 337 311 585 693 1972 2249 2269 2462 741 337 Number of through lanes NTH 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2,5 3 2,5 3 3 2 1,5 Segment length (m) 1130 470 1500 470 270 600 425 370 410 200 410 410 200 300 200 180 430 230 430 180 200 Posted speed limit Spl (kmph) 70 70 70 70 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 Through movement satururation flow rate s (veh/h) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Effective green ratio gC 0,66 0,6 0,71 0,66 0,81 0,35 0,35 0,81 0,35 0,25 0,79 0,55 0,41 0,69 0,39 0,7 Cycle Length C (s) 120 120 120 120 120 100 100 120 100 100 100 100 100 100 100 100 Progression Quality 0,7 0,7 0,7 0,7 0,7 0,7 1 1 1 1 1 1 0,7 0,7 0,7 0,7

Step 1: Running time (s)

53,66351601 22,32022347 71,23475576 22,32022347 16,02782005 35,61737788 25,228976 21,96404969 25,96111099 12,66395658 25,96111099 25,96111099 12,66395658 17,80868894 11,87245929 10,68521336 25,52578748 13,65332819 25,52578748 10,68521336 11,87245929

Step 2: Capacity

c = gC 3762 3420 4047 3762 4617 1995 1995 3078 956 2190 1929 2232 2050 1330 1187,5 4503 2612,5 2337 3933 1482 1995 Step 3: Volume-to-capacity ratio

0,77238577 0,912359225 0,315569243 0,315806117 0,552072197 0,834571783 0,306123411 0,364747843 0,286412401 0,174946401 0,188306161 0,151181856 0,151878432 0,439937836 0,583918148 0,437837604 0,860866065 0,970788482 0,626079005 0,500335964 0,168735455

Step 4: Control delay (s)

14,14859391 21,21151021 6,50303121 8,762355636 3,918081911 29,84179079 23,66000892 3,074284214 0 0 0 0 0 24,969807 32,93246616 3,371001446 19,22990493 28,91307812 8,459425334 23,11556365 5,102705083

0,538381982 1,748806383 0,068341867 0,073598677 0,160042211 1,487543859 0,132628918 0,167789832 0,377414865 0,087120297 0,108206643 0,071804507 0,078602654 0,530435842 0,84705531 0,103734333 1,661140867 5,891629561 0,255046174 0,606468322 0,122057297 )

Progression factor PF: 0.7 (good), 1.00 (average), 1.25 (poor)

10,44239772 16,59686353 4,620463714 6,207247622 2,902699549 22,37679741 23,79263784 3,242074046 6,9 5 5,6 4,6 4,9 25,50024284 33,77952147 3,474735779 20,89104579 26,13078425 6,176643907 16,78736288 3,693950855 Step 5: Average travel speed (kmph)

64,10591373 38,917087 75,85521948 28,52747109 18,9305196 57,99417529 49,02161384 25,20612374 32,86111099 17,66395658 31,56111099 30,56111099 17,56395658 43,30893178 45,65198077 14,15994914 46,41683328 39,78411243 31,70243139 27,47257624 15,56641015

63,44390708 43,46774437 71,17301465 59,29856116 51,33467318 37,23715094 31,20404512 52,83299514 44,90670459 40,75224878 46,75640867 48,28634025 40,98427081 24,93178393 15,76812092 45,75308506 33,34283469 20,80787519 48,8186152 23,58211156 46,24354274

A C A B A C D A B B B B B E F B C E B E B 2025 PM

eThekwini Municipality | Rev 3 | 23 October 2020 Page 76 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

2030 AM

2030 PM

eThekwini Municipality | Rev 3 | 23 October 2020 Page 77 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

2025 AM PLUS Ph 1 DEV

2025 PM PLUS Ph 1 DEV

eThekwini Municipality | Rev 3 | 23 October 2020 Page 78 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

2030 AM PLUS Ult DEV

2030 PM PLUS Ult DEV

eThekwini Municipality | Rev 3 | 23 October 2020 Page 79 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

2030 AM PLUS Ult DEV plus Suncoast

2030 PM PLUS Ult DEV plus Suncoast

eThekwini Municipality | Rev 3 | 23 October 2020 Page 80 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

eThekwini Municipality | Rev 3 | 23 October 2020 Page 81 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

Appendix G

Trip6B Distribution Data

eThekwini Municipality | Rev 3 | 23 October 2020 Page 1 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX

eThekwini Municipality | Rev 3 | 23 October 2020 Page 2 HTTPS://ARUP-MY.SHAREPOINT.COM/PERSONAL/MOHAMED_KAJEE_ARUP_COM/DOCUMENTS/TRANSFER/FILM CITY/REPORT/FILMC-ARUP-D-XX-RP-YT-1004.DOCX