Turner Field Redevelopment DRI #2658

Home , Hotel Row, Lenox station (MARTA), Turner Field

Transportation Analysis

City of Atlanta, Georgia

Report Prepared: November 2017

Prepared for: Carter

Prepared by:

Kimley-Horn and Associates, Inc. 817 West Peachtree Street NW, The Biltmore, Suite 601 Atlanta, Georgia 30308 011490003

Turner Field Redevelopment DRI #2658 - Transportation Analysis

TABLE OF CONTENTS Executive Summary ...... 1 Preferred Alternative (Road Diet) Recommendations ...... 3 Projected 2023 Phase 1 Build Conditions – Road Diet Recommendations ...... 4 Projected 2031 Phase 2 Build Conditions – Road Diet Recommendations ...... 4 Existing 2016 Conditions Recommendations ...... 6 Projected 2023 No-Build Conditions Recommendations ...... 6 Projected 2023 Phase 1 Build Conditions Recommendations...... 6 Projected 2031 No-Build Conditions Recommendations ...... 7 Projected 2031 Phase 2 Build Conditions Recommendations...... 7 1.0 Project Description ...... 8 1.1 Introduction ...... 8 1.2 Site Plan Review ...... 12 1.3 Site Access ...... 12 1.4 Bicycle and Pedestrian Facilities ...... 13 1.5 Transit Facilities ...... 13 2.0 Traffic Analyses, Methodology and Assumptions...... 14 2.1 Growth Rate ...... 14 2.2 Traffic Data Collection ...... 14 2.3 Detailed Intersection Analysis ...... 15 3.0 Study Network ...... 16 3.1 Trip Generation ...... 16 3.2 Trip Distribution ...... 17 3.3 Level-of-Service Standards ...... 17 3.4 Study Network Determination...... 17 3.5 Existing Roadway Facilities ...... 20 4.0 Trip Generation ...... 21

5.0 Trip Distribution and Assignment ...... 22

6.0 Traffic Analysis – Baseline Conditions ...... 28 6.1 Existing 2016 Conditions ...... 28 6.2 Projected 2023 No-Build Conditions...... 30 6.3 Projected 2023 Phase 1 Build Conditions ...... 32 6.4 Projected 2031 No-Build Conditions...... 35 6.5 Projected 2031 Phase 2 Build Conditions ...... 38 7.0 Traffic Analysis – Preferred Alternative (Proposed Hank Aaron Drive Road Diet) ...... 41

8.0 Ingress/Egress Analysis ...... 50

9.0 Identification of Programmed Projects ...... 50

10.0 Internal Circulation Analysis ...... 51

11.0 Compliance with Comprehensive Plan Analysis ...... 51

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LIST OF TABLES

Table 1 Proposed Land Uses and Densities...... 8 Table 2 Peak Hour Summary ...... 14 Table 3 Trip Generation ...... 16 Table 4 Intersection Control Summary ...... 18 Table 5 Roadway Classification and ADTs ...... 20 Table 6 Net New Trip Generation ...... 22 Table 7 Existing 2016 Intersection Levels-of-Service ...... 28 Table 8 Projected 2023 No-Build Intersection Levels-of-Service ...... 30 Table 9 Projected 2023 Phase 1 Build Intersection Levels-of-Service ...... 33 Table 10 Projected 2031 No-Build Intersection Levels-of-Service ...... 36 Table 11 Projected 2031 Phase 2 Build Intersection Levels-of-Service ...... 39 Table 12 Parallel Roadway Capacity...... 42 Table 13 Alternatives Analysis – Road Diet Intersection Levels-of-Service ...... 48 Table 14 Programmed Projects ...... 50

LIST OF FIGURES

Figure 1 Location Map ...... 10 Figure 2 Site Aerial ...... 11 Figure 3 Study Intersections ...... 19 Figure 4A Residential Distribution ...... 23 Figure 4B Office Distribution ...... 24 Figure 4C Retail Distribution ...... 25 Figure 5A Projected 2023 Phase 1 Build Project Trips...... 26 Figure 5B Projected 2031 Phase 2 Build Project Trips...... 27 Figure 6 Existing 2016 Conditions ...... 29 Figure 7 Projected 2023 No-Build Conditions ...... 31 Figure 8 Projected 2023 Phase 1 Build Conditions ...... 34 Figure 9 Projected 2031 No-Build Conditions ...... 37 Figure 10 Projected 2031 Phase 2 Build Conditions ...... 40 Figure 11 Projected 2023 Phase 1 Build – Road Diet Diverted Trips ...... 43 Figure 12 Projected 2031 Phase 2 Build – Road Diet Diverted Trips ...... 44 Figure 13 Parallel Routes ...... 45 Figure 14 Projected 2023 Phase 1 Build – Road Diet Conditions ...... 46 Figure 15 Projected 2031 Phase 2 Build – Road Diet Conditions ...... 47

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LIST OF APPENDICES

Appendix A Land Use and Zoning Maps Appendix B Proposed Site Plan Appendix C Trip Generation Analysis Appendix D Intersection Volume Worksheets Appendix E Programmed Project Fact Sheets

Available Upon Request

Raw Traffic Count Data Synchro Capacity Analyses

iii 011490003 November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

EXECUTIVE SUMMARY

This report presents the analysis of the anticipated traffic impacts of the proposed Turner Field Redevelopment located in the City of Atlanta, Georgia. The approximate 29-acre site is located south of Downtown Atlanta and is bounded by Pollard Boulevard to the west, Ralph David Abernathy Boulevard/Georgia Avenue to the south, Fraser Street to the East and Fulton Street to the north. The project site currently consists of surface parking lots to serve the former Turner Field baseball stadium, as well as off-site shuttled parking for Georgia State University (GSU) commuters. The proposed mixed- use redevelopment will consist of residential units (multi-family housing and student housing), retail, hotel and office space. GSU will retain control of the northwest portion of the site and of Turner Field itself. GSU plans to construct a parking deck on the northwest portion of the site to continue to serve shuttled parking to the main campus. The former Turner Field baseball stadium will be retrofitted to serve GSU football and a stadium for GSU baseball will be constructed on the footprint of the former Fulton County Stadium.

The Turner Field LCI (2016) discusses the redevelopment of the site into a pedestrian friendly mixed-use development.

The project is a Development of Regional Impact (DRI) and is subject to Georgia Regional Transportation Authority (GRTA) and Atlanta Regional Commission (ARC) review due to the project size exceeding 700,000 SF of mixed-use development in a Region Core area type and exceeding 500,000 SF of mixed- use development in a Maturing Neighborhoods area type. The DRI trigger for this development was the filing of an SAP for the first portion of the project with the City of Atlanta. The DRI was formally triggered with the filing of the Initial DRI Information (Form 1) on February 23, 2017 by the City of Atlanta.

The proposed project is expected to be completed in two phases. Phase 1 is expected to be built by 2023 and Phase 2 of the total redevelopment is anticipated to be built by 2031. As currently planned, the site will consist of the following land uses and densities shown below.

Proposed Land Uses and Densities Land Use Phase 1 Phase 2 Total Build Office 750,000 SF 750,000 SF 1,500,000 SF 1,725 Apartments 1,350 Apartments 375 Apartments 775 High-Rise Apartments Residential 650 High-Rise Apartments 125 High-Rise Apartments 50 Townhomes 50 Townhomes 250 Senior-Living Units 250 Senior-Living Units 317,500 SF Shopping 635,000 SF Shopping 317,500 SF Shopping Center Retail Center Center 32,500 SF Supermarket 32,500 SF Supermarket 65,000 SF Supermarket Hotel 300 Rooms 325 Rooms 625 Rooms

The DRI analysis includes an estimation of the overall vehicle trips projected to be generated by the development, also known as gross trips. Reductions to gross trips are also considered in the analysis, including mixed-use reductions, alternative transportation mode reductions, and pass-by trip reductions.

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Mixed-use reductions occur when a site has a combination of different land uses that interact with one another. For example, people living in a residential development may walk to the office, restaurant, and retail instead of driving off-site or to the site. This reduces the number of vehicle trips that will be made on the roadway, thus reducing traffic congestion. These types of interactions are expected at the Turner Field mixed-use redevelopment – including workers and residents walking to the restaurant and retail land uses as well as residents working in the office development.

Alternative mode reductions are taken when a site can be accessed by modes other than vehicles (walking, bicycling, transit, etc.). The center of the project site is located one mile south of the Georgia State MARTA Rail Station, which is served by the Blue and Gold rail lines seven days a week. Garnett Station, served by the Red and Gold lines, and Five Points station, served by all four lines, are also located within 1.5 miles of the site. The site is also served by MARTA Bus Route 32 and MARTA Bus Route 55, both of which travel between the project site and Five Points station. In addition to MARTA service, GSU currently provides shuttle service between the project site and the rest of campus and will likely enhance this service once redevelopment occurs. For all scenarios of this analysis, a (25%) alternative mode reduction was taken.

Pass-by reductions were taken for the Turner Field mixed-use redevelopment. Pass-by occurs when traffic normally traveling along a roadway chooses to visit a retail or restaurant establishment that is along the vehicle’s pre-ordained path. These trips were already on the road and would therefore only be new trips at the driveways. The retail proposed for the project is expected to generate pass-by trips.

Capacity analyses were performed throughout the study network for the Existing 2016 conditions, the Projected 2023 No-Build conditions, the Projected 2023 Phase 1 Build conditions, Projected 2031 No- Build conditions, and the Projected 2031 Phase 2 Build conditions.

· Existing 2016 conditions represent traffic volumes that were collected in November 2016 by performing AM and PM peak hour turning movement counts.

· Projected 2023 No-Build conditions represent the existing traffic volumes grown for seven (7) years at 0.5 percent per year throughout the study network.

· Projected 2023 Phase 1 Build conditions represent the Projected 2023 No-Build conditions with the addition of the project trips that are anticipated to be generated by Phase 1 of the Turner Field mixed-use redevelopment.

· Projected 2031 No-Build conditions represent the existing traffic volumes grown for fifteen (15) years at 0.5 percent per year throughout the study network, plus the addition of the project trips that are anticipated to be generated by Phase 1 of the Turner Field mixed-use development.

· Projected 2031 Phase 2 Build conditions represent the Projected 2031 No-Build conditions with the addition of the project trips that are anticipated to be generated by the Phase 2 of the Turner Field mixed-use redevelopment.

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Findings of Study The traffic study was completed with the baseline conditions as previously mentioned, as well as a preferred alternative condition with a road diet on Hank Aaron Drive.

Preferred Alternative (Road Diet) Recommendations A road diet on Hank Aaron Drive was recommended as an alternative to be further studied in the Turner Field LCI, 2016. The City of Atlanta Planning Department has been supportive of a proposed road diet. As stated in the LCI report,

“Alternatively, the developer of the Turner Field site may choose to work with the City to slow travel speeds through the corridor by making additional alterations to the cross section in limited areas. In this proposed alternative scenario, Hank Aaron Drive would be further calmed by providing less delineated travel lanes… This alternative would require that some traffic volumes are satisfied using alternative parallel corridors, particularly during morning and afternoon peak travel periods and for special events due to travel speeds dramatically reduced through this area.”

The developer is seeking to support the alternative cross section of Hank Aaron Drive by reducing the number of lanes on Hank Aaron Drive along the site frontage, as well as a portion of Georgia Avenue. The current alignment consists of a five-lane section Therefore, an alternatives analysis was performed to show the impacts of a road diet on Hank Aaron Drive and Georgia Avenue. In order to support the reduction in lanes, a portion of the existing vehicle trips were diverted from Capitol Avenue/Hank Aaron Drive to Pollard Boulevard and mitigation was provided for all intersections to maintain an acceptable Level-of-Service.

The primary locations to be dieted include: · Hank Aaron Drive between Georgia Avenue and Fulton Street § Existing five-lane section to a proposed two-lane section with major-street left-turn movements prohibited at most intersections. · Georgia Avenue east of Capitol Avenue/Hank Aaron Drive § Existing five-lane section to a proposed three-lane section.

The following sections address improvements that are needed to support the preferred alternative (road diet), in the place of any recommendations mentioned for these particular intersections in the Baseline Alternative (based on traditional DRI methodology) listed later.

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Projected 2023 Phase 1 Build Conditions – Road Diet Recommendations Based on the Projected 2023 Phase 1 Build conditions with road diet, the following improvements are recommended to support the Hank Aaron Drive road diet:

Off-Site Recommendations

· Fulton Street at Capitol Avenue/Hank Aaron Drive (Int. #5) § Restripe the southbound approach as one exclusive left-turn lane, one exclusive through lane, and one exclusive right-turn lane. § Restripe the northbound approach as one exclusive left-turn lane and one shared through/right-turn lane. · Georgia Avenue at Capitol Avenue/Hank Aaron Drive (Int. #10) § Restripe the northbound approach as one exclusive left-turn lane and one shared through/right-turn lane. Restripe the southbound approach as one exclusive left-turn lane and one shared through/right-turn lane.

The recommendations for all other off-site intersections should be consistent with those shown in the baseline conditions.

Projected 2031 Phase 2 Build Conditions – Road Diet Recommendations Based on the Projected 2031 Phase 2 Build conditions with road diet, the following improvements are recommended:

Off-Site Recommendations

· Capitol Avenue at I-20 Eastbound Ramp/Pollard Boulevard (Int. #2) § Construct one additional exclusive southbound left-turn lane by restriping the southbound approach as two exclusive southbound left-turn lanes, one exclusive southbound through lane, and one shared through/right-turn lane, while providing two northbound receiving lanes. Construct one additional eastbound receiving lane. § Convert the southbound left-turn phasing from protected/permissive to protected- only. § Restripe the eastbound approach as one exclusive left-turn lane, one exclusive through lane, and one exclusive right-turn lane by removing one westbound receiving lane. · Fulton Street at Capitol Avenue/Hank Aaron Drive (Int. #5) § Restripe the southbound approach as one exclusive left-turn lane, one exclusive through lane, and one exclusive right-turn lane. § Restripe the westbound approach as one exclusive left-turn lane, one exclusive through lane, and one exclusive right-turn lane. § Convert one westbound receiving lane to an eastbound exclusive left-turn lane, resulting in dual left-turn lanes. § Convert the left-turn phasing from protected/permissive to protected-only. § Restripe the eastbound approach as two exclusive left-turn lanes, one exclusive through lane, and one exclusive right-turn lane. § Install right-turn overlaps for the eastbound approach.

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· Georgia Avenue at Capitol Avenue/Hank Aaron Drive (Int. #10) § Restripe the northbound approach as one exclusive left-turn lane, and one shared through/right-turn lane. § Restripe the southbound approach as one exclusive left-turn lane and one shared through/right-turn lane.

The recommendations for all other off-site intersections should be consistent with those shown in the baseline conditions.

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Baseline Conditions Recommendations

The following recommendations are based on traditional DRI methodology and consider maintaining the existing laneage along Hank Aaron Drive. Existing 2016 Conditions Recommendations Based on the analysis of Existing 2016 conditions (present conditions; i.e. excludes background traffic growth and excludes the Turner Field project traffic), there are no recommended improvements based on the Existing 2016 conditions.

Projected 2023 No-Build Conditions Recommendations Based on the analysis of Projected 2023 No-Build conditions (includes background traffic growth, but excludes the Turner Field project traffic), there are no recommended improvements based on the Projected 2023 No-Build conditions.

Projected 2023 Phase 1 Build Conditions Recommendations Based on the analysis of Projected 2023 Phase 1 Build conditions (includes background traffic growth and includes Turner Field Phase 1 project traffic plus twelve site access driveways), the following off-site improvements are recommended: Off-Site Recommendations

· Fulton Street at Fraser Street (Int. #6) § Install traffic signal at intersection. On-Site Recommendations

· Fulton Street at Driveway 1 (Int. #12) § Construct a two-lane driveway along Driveway 1 (one ingress and one egress lane). § NOTE: this intersection is not recommended for signalization until GSU completes the proposed parking deck in the northwest corner of the site, likely to occur in Phase 2. · Pollard Boulevard at Driveway 2 (Int. #13) § Construct a two-lane driveway along Driveway 2 (one ingress and one egress lane). · Capitol Avenue/Hank Aaron Drive at Driveway 3/Driveway 4 (Int. #14) § Install traffic signal at intersection. § Construct a two-lane driveway along Driveway 3 (one ingress and one egress lane). § Construct a two-lane driveway along Driveway 4 (one ingress and one egress lane). · Fraser Street at Driveway 5 (Int. #15) § Construct a two-lane driveway along Driveway 5 (one ingress and one egress lane). · Capitol Avenue/Hank Aaron Drive at Driveway 6 (Int. #16) § Install traffic signal at intersection. § Construct a two-lane driveway along Driveway 6 (one ingress and one egress lane). · Fraser Street at Driveway 7 (Int. #17) § Construct a two-lane driveway along Driveway 7 (one ingress and one egress lane). · Pollard Boulevard at Driveway 8 (Int. #18) § Construct a two-lane driveway along Driveway 8 (one ingress and one egress lane). · Capitol Avenue/Hank Aaron Drive at Driveway 9/Driveway 10 (Int. #19) § Install traffic signal at intersection. § Construct a two-lane driveway along Driveway 9 (one ingress and one egress lane). § Construct a two-lane driveway along Driveway 10 (one ingress and one egress lane).

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· Fraser Street at Driveway 11 (Int. #20) § Construct a two-lane driveway along Driveway 11 (one ingress and one egress lane). · Georgia Avenue at Driveway 12 (Int. #21) § Construct a two-lane driveway along Driveway 12 (one ingress and one egress lane).

Projected 2031 No-Build Conditions Recommendations Based on the analysis of Projected 2031 No-Build conditions (includes background traffic growth and includes the Turner Field Phase 1 project traffic plus twelve site access driveways), the following off-site improvements are recommended IN ADDITION TO the improvements associated with the Projected 2023 Phase 1 Build conditions: Off-Site Recommendations

Projected 2031 Phase 2 Build Conditions Recommendations Based on the analysis of Projected 2031 Phase 2 Build conditions (includes background traffic growth and includes the Turner Field project traffic plus twelve site access driveways), the following off-site improvements are recommended IN ADDITION TO the improvements associated with the Projected 2023 Phase 1 Build conditions and Projected 2031 No-Build conditions: Off-Site Recommendations

· Fulton Street at Capitol Avenue/Hank Aaron Drive (Int. #5) § Construct one exclusive southbound right-turn lane and restripe the approach as one exclusive left-turn lane, two exclusive through lanes, and one exclusive right-turn lane. § Restripe the westbound approach as one exclusive left-turn lane, one exclusive through lane, and one exclusive right-turn lane. § Convert one westbound receiving lane to an eastbound exclusive left-turn lane, resulting in dual left-turn lanes. § Convert the eastbound left-turn phasing from protected/permissive to protected- only. § Restripe the eastbound approach as two exclusive left-turn lanes, one exclusive through lane, and one exclusive right-turn lane. § Install right-turn overlaps for the southbound, eastbound, and westbound approaches. On-Site Recommendations

· Fulton Street at Driveway 1 (Int. #12) § Install a traffic signal at intersection concurrent with the construction of the GSU parking deck.

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1.0 PROJECT DESCRIPTION 1.1 Introduction This report presents the analysis of the anticipated traffic impacts of the proposed Turner Field Redevelopment located in the City of Atlanta, Georgia. The approximate 29-acre site is located south of Downtown Atlanta and is bounded by Pollard Boulevard to the west, Ralph David Abernathy Boulevard/Georgia Avenue to the south, Fraser Street to the East and Fulton Street to the north. The site is in the Turner Fields neighborhood Livable Centers Initiative (LCI) Study Area. The Turner Field LCI discusses the redevelopment of the site into a transit oriented and pedestrian friendly mixed-use development.

The project site currently consists of surface parking lots that served the former Turner Field baseball stadium and a portion that currently serves off-site, shuttled parking for Georgia State University commuter students. The master plan of the proposed development consists of approximately 1,725 multi- family residential units, 775 high-rise residential units, 50 townhomes, 250 senior-living units, 1,500,000 SF office, 700,000 SF retail (635,000 SF shopping center and 65,000 SF supermarket), and 625 hotel rooms. The first phase consists of approximately 2,000 multi-family residential units, 50 townhomes, 750,000 SF office, 350,000 SF retail, and 325 hotel rooms.

GSU will retain control of the northwest portion of the site and of Turner Field itself. GSU plans to construct a parking deck on the northwest portion of the site to continue to serve shuttled parking to the main campus. The former Turner Field baseball stadium will be retrofitted to serve GSU football and a stadium for GSU baseball will be constructed on the footprint of the former Fulton County Stadium.

The project will exceed 700,000 square feet of mixed-use development in a Region Core and 500,000 square feet of mixed-use development in a Maturing Neighborhoods area type and therefore, the proposed development is a Development of Regional Impact (DRI) and is subject to Atlanta Regional Commission (ARC) and Georgia Regional Transportation Authority (GRTA) review.

Figure 1 provides the location map of the Turner Field Redevelopment, and Figure 2 provides a site aerial showing of the project site and surrounding area. The City of Atlanta Official Zoning Map and ARC’s Unified Growth Policy Map (UGPM) are included in Appendix A.

The proposed project is expected to be completed by 2031 with Phase 1 of the redevelopment completed by 2023. A summary of the proposed land-uses and densities by phase is provided below in Table 1.

Table 1: Proposed Land Uses and Densities Land Use Phase 1 Phase 2 Total Build Office 750,000 SF 750,000 SF 1,500,000 SF 1,725 Apartments 1,350 Apartments 375 Apartments 775 High-Rise Apartments Residential 650 High-Rise Apartments 125 High-Rise Apartments 50 Townhomes 50 Townhomes 250 Senior-Living Units 250 Senior-Living Units 317,500 SF Shopping 635,000 SF Shopping 317,500 SF Shopping Center Retail Center Center 32,500 SF Supermarket 32,500 SF Supermarket 65,000 SF Supermarket Hotel 300 Rooms 325 Rooms 625 Rooms

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The analysis was completed in two Phases:

· Phase 1 consists of an interim phase to be completed by 2023. This phase may represent a potential full-build-out based on market conditions. · Phase 2 represents the full build-out of the entire master plan by 2031. This phase will be realized if market conditions shift from current lower projections.

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Project Site

Turner Field Redevelopment Location Figure DRI Map 1 e v A l o t i p

Fulton St a C

Project Site d v l B 5 d 8 r r / a D l 5 l n 7 o - o I P r t a S A r e k s n a a r F H

Georgia Ave

Turner Field Redevelopment Site Figure DRI Aerial 2 Turner Field Redevelopment DRI #2658 - Transportation Analysis

1.2 Site Plan Review The project site is the location of the surface parking for the Turner Field baseball stadium, which is also used as off-site, shuttled parking for GSU commuters. A portion of the site will be retained by GSU, particularly the northwest corner as well as the location of the former Fulton County Stadium, as shown in Figure 2. The proposed development will consist of office, residential, retail, and hotel land uses. The project site is currently zoned MRC-3-C (Mixed-Use Residential Commercial-Condition) according to the City of Atlanta Quality of Life (QOL) Zoning Code. Additionally, the site is located in a Region Core and Regional Attractors area as well as a Maturing Neighborhoods area according to the ARC’s Unified Growth Policy Map (UGPM). Please refer to Appendix A for more detailed information. The project site is within and adheres to the recommendations in the most recent Turner Field LCI, which qualifies the redevelopment for GRTA’s expedited review.

A reference of the proposed site plan is provided in Appendix B. A full-sized site plan consistent with GRTA’s Site Plan Guidelines is also being submitted as part of the review package. 1.3 Site Access Access to the site will be from internal roadways off Capitol Avenue. As currently envisioned, the proposed redevelopment will be served by twelve (12) driveways. Following is a description of each of the driveways:

1. Driveway 1 – a proposed full movement driveway on Fulton Street approximately 575 feet west of Capitol Avenue/Hank Aaron Drive. 2. Driveway 2 – a proposed full movement driveway on Pollard Boulevard approximately 400 feet south of Fulton Street. 3. Driveway 3 – a proposed full movement driveway on Hank Aaron Drive approximately 400 feet south of Fulton Street, across from Driveway 4. 4. Driveway 4 – a proposed full movement driveway on Hank Aaron Drive approximately 400 feet south of Fulton Street, across from Driveway 3. 5. Driveway 5 – a proposed full movement driveway on Fraser Street approximately 400 feet south of Fulton Street. 6. Driveway 6 – a proposed full movement driveway on Hank Aaron Drive approximately 850 feet south of Fulton Street. 7. Driveway 7 – a proposed full movement driveway on Fraser Street approximately 850 feet south of Fulton Street. 8. Driveway 8 – a proposed full movement driveway on Pollard Boulevard approximately 550 feet north of Georgia Avenue. 9. Driveway 9 – a proposed full movement driveway on Hank Aaron Drive approximately 400 feet north of Georgia Avenue, across from Driveway 10. 10. Driveway 10 – a proposed full movement driveway on Hank Aaron Drive approximately 400 feet north of Georgia Avenue, across from Driveway 9. 11. Driveway 11 – a proposed full movement driveway on Fraser Street approximately 400 feet north of Georgia Avenue. 12. Driveway 12 – a proposed full movement driveway on Georgia Avenue approximately 525 feet east of Pollard Boulevard.

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The site driveways provide access to all parking for the site. Additional low volume service driveways may be considered as the development design advances. Significant structured parking will be provided as well as some on-street parking. Shared parking will be utilized where applicable.

1.4 Bicycle and Pedestrian Facilities Pedestrian facilities (sidewalks) currently exist along Capitol Avenue/Hank Aaron Drive, Fraser Street, Pollard Boulevard, Fulton Street, and Georgia Avenue/Ralph David Abernathy Boulevard. Pedestrian facilities do not currently exist along the highway entrance and exit ramps. There are shared use bicycle lanes along Georgia Avenue/Ralph David Abernathy Boulevard east of Pulliam Street. There are bicycle lanes west of Pulliam Street on Ralph David Abernathy Boulevard.

Enhanced bicycle and pedestrian facilities will be provided throughout the project site to promote both alternative modes and access to the MARTA station. Bicycle lanes on Capitol Avenue/Hank Aaron Drive are envisioned. 1.5 Transit Facilities MARTA Bus Route 32 runs between Downtown Atlanta and southwest of the city along Bouldercrest Road and runs along Hank Aaron Drive through the project site. Bus Route 55 runs between Downtown Atlanta and Forest Park and runs along Hank Aaron Drive through the project site. Bus route 49 has a bus stop south of Georgia Avenue on Pollard Boulevard, south of the project site. Route 49 runs from Downtown Atlanta to Thomasville Heights.

As identified in the future Streetcar plans as well as the LCI study, the long-term vision of Capitol Avenue/Hank Aaron Drive includes streetcar service. Bus rapid transit (BRT) is also being considered along the corridor as shown in the alternative Hank Aaron Drive alignment on the DRI site plan. As shown on the plan, design is based on speculation and subject to change. Final design of the streetcar or BRT may deviate as determined by the entity responsible for design.

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2.0 TRAFFIC ANALYSES, METHODOLOGY AND ASSUMPTIONS 2.1 Growth Rate Background traffic is defined as expected traffic on the roadway network in future year(s) absent the construction and opening of the proposed project. Background traffic can include a base growth rate based on historical count data as well as population growth data and estimates as well as trips anticipated from nearby or adjacent other projects. Based on methodology outlined in the GRTA Letter of Understanding (LOU), a background traffic growth rate of 0.5 percent per year was used for all roadways. This background growth rate was used to account for other development activity in the area. Existing volumes were left on the roadway network because GSU is continuing to use the stadium and parking facilities. Trips associated with GSU’s uses are accounted for by a combination of existing volumes and background growth.

2.2 Traffic Data Collection Weekday morning and evening turning movement counts (TMC) were performed on Thursday, November 17, 2016 from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM for typical weekday conditions. 72-hour tube counts were also performed Tuesday, November 15, 2016 through Thursday, November 17, 2016. Counts were also conducted at the open driveways of parking lots currently serving GSU to determine the amount of traffic from GSU that is currently generated by the site.

The morning and afternoon peak hours varied slightly between the intersections. Peak hours for all intersections are shown in Table 2.

Table 2: Peak Hour Summary

Intersection AM Peak Hour PM Peak Hour

1. Capitol Avenue at I-20 WB Exit Ramp 7:15 - 8:15 4:45 - 5:45

2. Capitol Avenue at I-20 EB Entrance Ramp 8:00 - 9:00 4:45 - 5:45

3. Fulton Street at Pulliam Street 8:00 - 9:00 5:00 - 6:00

4. Fulton Street at I-75/I-85 NB Entrance Ramp 7:15 - 8:15 5:00 - 6:00

5. Fulton Street at Capitol Avenue/Hank Aaron Drive 7:15 - 8:15 5:00 - 6:00

6. Fulton Street at Fraser Street 7:30 - 8:30 5:00 - 6:00

7. Ralph David Abernathy Boulevard at Central Avenue 7:15 - 8:15 5:00 - 6:00

8. Ralph David Abernathy Boulevard at Pulliam Street 7:45 - 8:45 5:00 - 6:00

9. Ralph David Abernathy Boulevard at Pollard Boulevard 7:45 - 8:45 5:00 - 6:00 10. Ralph David Abernathy Boulevard/Georgia Avenue 7:15 - 8:15 5:00 - 6:00 at Hank Aaron Drive 11. Georgia Avenue at Fraser Street 7:45 - 8:45 5:00 - 6:00

The collected peak hour turning movement traffic counts are available upon request.

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2.3 Detailed Intersection Analysis Level-of-service (LOS) is used to describe the operating characteristics of a road segment or intersection in relation to its capacity. LOS is defined as a qualitative measure that describes operational conditions and motorists’ perceptions within a traffic stream. The Highway Capacity Manual defines six levels-of- service, LOS A through LOS F, with A being the best and F being the worst. Level-of-service analyses were conducted at all intersections within the study network using Synchro Professional, Version 9.0.

Existing traffic signal phasing and timing data were obtained from the City of Atlanta for available intersections. Timing data was measured and verified in the field for all study intersections. Intersection splits were optimized using Synchro Professional, Version 9.0 for all scenarios.

Levels-of-service for signalized intersections are reported for the intersection as a whole. One or more movements at an intersection may experience a low level-of-service, while the intersection as a whole may operate acceptably. Levels-of-service for unsignalized intersections, with stop control on the minor street only, are reported for the side street approaches and the major street left-turn movements. Low levels-of-service for side street approaches are not uncommon, as vehicles may experience significant delays in turning onto a major roadway.

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3.0 STUDY NETWORK 3.1 Trip Generation Traffic for the proposed land uses and densities was calculated using methodology contained in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, Ninth Edition. Phase 1 and Phase 2 trips generated are displayed in Table 3.

Table 3: Trip Generation Daily AM Peak Hour PM Peak Hour Land Use ITE Traffic (Intensity) Code Total Total Enter Exit Total Enter Exit Phase 1 Apartment 220 8,305 665 133 532 760 494 266 (1,350 Units) High-Rise Apartment 222 2,633 195 49 146 220 134 86 (650 Units) Residential Condominium/ 230 291 22 4 18 26 17 9 Townhouse (50 Units) Hotel 310 2,451 159 94 65 180 92 88 (300 Rooms) General Office Building 710 6,071 959 844 115 918 156 762 (750,000 SF) Shopping Center 820 14,390 305 189 116 1,299 624 675 (317,500 SF) Supermarket 850 3,323 111 69 42 308 157 151 (32,500 SF) Total Phase 1 Trips 37,464 2,416 1,382 1,034 3,711 1,674 2,037 Phase 2 Apartment 220 2,272 184 37 147 206 134 72 (375 Additional Units) High-Rise Apartment 222 414 37 9 28 40 25 15 (125 Additional Units) Senior Adult Housing 230 766 50 17 33 62 33 29 (250 Units) Hotel 310 2,655 172 101 71 195 99 96 (325 Additional Rooms) General Office Building 710 4,210 711 626 85 840 143 697 (750,000 Additional SF Shopping Center 820 8,191 176 109 67 768 368 400 (317,500 Additional SF) Supermarket 850 3,323 110 68 42 258 132 126 (32,500 Additional SF) Total Phase 2 Trips 21,831 1,440 967 473 2,369 934 1,435 Total Site Trips 59,295 3,856 2,349 1,507 6,080 2,608 3,472 (Phase 1 and Phase 2)

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

3.2 Trip Distribution The directional distribution and assignment of new project trips was based on the project land uses, a review of the land use densities and road facilities in the area, engineering judgment, and methodology discussions with the Georgia Regional Transportation Authority (GRTA), Atlanta Regional Commission (ARC), Georgia Department of Transportation (GDOT), and the City of Atlanta. 3.3 Level-of-Service Standards For the purposes of this traffic analysis, a level-of-service standard of D was assumed to be acceptable for the intersections and segments within the study network. If, however, an intersection or segment currently operates at LOS E or LOS F during an existing peak period, the LOS standard for that peak period becomes LOS E, consistent with the GRTA Letter of Understanding. 3.4 Study Network Determination As the Turner Field mixed-use redevelopment is located in the Turner Field LCI, it qualifies for GRTA Expedited Review, consistent with the GRTA Letter of Understanding. GRTA Expedited Review limits the study intersections to the intersections located adjacent to the project site and the project driveways. The study area was agreed upon during methodology discussions with GRTA, ARC, GDOT, and City of Atlanta staff, and includes the following eleven (11) off-site intersections and ten (10) driveway intersections described in Table 4.

The study network includes ten (10) signalized off-site intersections, one (1) stop controlled off-site intersection and 10 site driveway intersections as noted in Table 4. There are 12 access points to the project site that will be analyzed. As mentioned, all site driveways will be on internal roadways. The intersections of the internal roadways and existing roadways will be analyzed and referred to as driveways. The existing study intersections are shown in Figure 3.

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Table 4: Intersection Control Summary

Intersection Control 1. Capitol Avenue at I-20 WB Exit Ramp Signal 2. Capitol Avenue at I-20 EB Entrance Ramp Signal 3. Fulton Street at Pulliam Street Signal 4. Fulton Street at I-75/I-85 NB Entrance Ramp Signal 5. Fulton Street at Capitol Avenue/Hank Aaron Drive Signal 6. Fulton Street at Fraser Street Stop-Control 7. Ralph David Abernathy Boulevard at Central Avenue Signal 8. Ralph David Abernathy Boulevard at Pulliam Street Signal 9. Ralph David Abernathy Boulevard at Pollard Boulevard Signal 10. Ralph David Abernathy Boulevard/Georgia Avenue at Hank Aaron Drive Signal 11. Georgia Avenue at Fraser Street Signal 12. Fulton Street at Driveway 1 Stop-Control (Proposed) 13. Pollard Boulevard at Driveway 2 Stop-Control (Proposed) 14. Capitol Avenue at Driveway 3/Driveway 4 Signal (Proposed) 15. Fraser Street at Driveway 5 Stop-Control (Proposed) 16. Capitol Avenue at Driveway 6 Signal (Proposed) 17. Fraser Street at Driveway 7 Stop-Control (Proposed) 18. Pollard Boulevard at Driveway 8 Stop-Control (Proposed) 19. Capitol Avenue at Driveway 9/Driveway 10 Signal (Proposed) 20. Fraser Street at Driveway 11 Stop-Control (Proposed) 21. Georgia Avenue at Driveway 12 Stop-Control (Proposed)

The above listed intersections, with the exception of the intersections with driveways, were analyzed for the Existing 2016 conditions, 2023 No-Build conditions, 2023 Phase 1 Build conditions, 2031 No-Build conditions and 2031 Phase 2 Build conditions. The intersections with driveways were analyzed in the 2023 Phase 1 Build conditions, 2031 No-Build conditions, and the 2031 Phase 2 Build conditions.

The 2023 No-Build conditions represent the existing traffic volumes grown for seven (7) years at 0.5 percent per year throughout the study network. The 2023 Build condition adds the Phase 1 project trips associated with the proposed development to the 2023 No-Build conditions. The 2031 No-Build conditions represent the existing traffic volumes grown for fifteen (15) years at 0.5 percent per year throughout the study network plus the Phase 1 project trips associated with the proposed development. The 2031 Build conditions represent the existing traffic volumes grown for fifteen (15) years at 0.5 percent per year throughout the study network plus the total site project trips associated with Phase 2 of the proposed development.

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November 2017 Legend

Study Intersections

N Memorial Dr e v A l o t i p a C

I-20

Fulton St 5 8 / 5 7 - I t t S S

e Project r v m e s A a

i Site a l l l r a F u r P t n e C

Ralph David Abernathy Blvd Georgia Ave 5 8 / 5 7 - I r D n o r a A k n a H

Turner Field Redevelopment Study Figure DRI Intersections 3 Turner Field Redevelopment DRI #2658 - Transportation Analysis

3.5 Existing Roadway Facilities Roadway classification descriptions and estimated Average Daily Traffic (ADT) for the study area are provided in Table 5.

ADTs were collected from GDOT’s historical traffic count database and supplemented with data collected in November 2016.

Table 5: Roadway Classification and ADTs Posted No. of GDOT Roadway ADT Speed Limit Lanes Classification (MPH) Capitol Avenue 5 18,700 30 Minor Arterial Georgia Avenue 4 5,500 35 Minor Arterial Pollard Boulevard 4 2,300 30 Local Fulton Street 4/5 8,930 35 Major Collector Fraser Street 3 * 25 Local Hank Aaron Drive 5 11,400 30 Minor Arterial Ralph David Abernathy Boulevard 4 8,760 35 Other Principal Arterial Pulliam Street 2 * 30 Major Collector (One-Way) Central Avenue 2 * 35 Minor Arterial (One-Way) * ADT is not available.

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

4.0 TRIP GENERATION As stated previously, gross trips associated with the proposed development were estimated using the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, Ninth Edition, 2012, using equations where available. Trip generation for this proposed development is calculated based upon the following land uses:

· ITE 220 - Apartment · ITE 222 - High-Rise Apartment · ITE 230 - Residential Condominium/Townhouse · ITE 310 - Hotel · ITE 710 - General Office Building · ITE 820 - Shopping Center · ITE 850 - Supermarket

Mixed-use vehicle trip reductions were taken according to the ITE Trip Generation Handbook, Third Edition, 2012. Because the Third Edition does not include guidance on daily internal capture, the Second Edition, 2004 was used for daily. Total internal capture and vehicle trip reduction for the total site buildout between the land uses is expected to be 13.66% daily, 10.8% for the AM peak hour, and 24.0% for the PM peak hour as a result of the anticipated interaction between the residential, office, retail, and hotel land uses within the proposed development. Pass-by reduction was taken for trips generated by the shopping center and the supermarket. Pass-by was taken for the PM peak hour.

The first phase of the development is anticipated to be completed in 2023. If market conditions continue to improve, additional density may be added to the site. This new development would be reflected in Phase 2, and would likely be built out by 2031. The total (net) new trips generated and analyzed are listed in Table 6. It should be noted that Phase 2 trips were calculated by subtracting Phase 1 trips from the total.

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Table 6: Net New Trip Generation Daily Traffic AM Peak Hour PM Peak Hour Total Enter Exit Total Enter Exit Total Enter Exit Phase 1 Gross Project Trips 37,464 18,732 18,732 2,416 1,382 1,034 3,711 1,674 2,037 Mixed-Use Reduction -4,904 -2,452 -2,452 -250 -125 -125 -884 -442 -442 Alternative Mode Reduction -8,141 -4,071 -4,070 -542 -316 -228 -707 -308 -400 Pass-By Reduction -3,907 -1,953 -1,954 0 0 0 -307 -154 -154 Phase 1 Net New Trips 20,512 10,256 10,256 1,624 941 681 1,813 770 1,041 Phase 2 Gross Project Trips 21,831 10,916 10,915 1,440 967 473 2,369 934 1,435 Mixed-Use Reduction -3,194 -1,597 -1,597 -166 -83 -83 -574 -287 -287 Alternative Mode Reduction -4,658 -2,329 -2,329 -318 -219 -97 -449 -161 -286 Pass-By Reduction -1,757 -879 -878 0 0 0 -172 -86 -86 Phase 2 Net New Trips 12,222 6,111 6,111 956 665 293 1,174 400 776 Total (Includes Phase 1 and Phase 2) Gross Project Trips 59,295 29,648 29,647 3,856 2,349 1,507 6,080 2,608 3,472 Mixed-Use Reduction -8,098 -4,049 -4,049 -416 -208 -208 -1,458 -729 -729 Alternative Mode Reduction -12,799 -6,400 -6,399 -860 -535 -325 -1,156 -469 -686 Pass-By Reduction -5,664 -2,832 -2,832 0 0 0 -479 -240 -240 Total Net New Trips 32,734 16,367 16,367 2,580 1,606 974 2,987 1,170 1,817 A more detailed trip generation analysis summary table is provided in Appendix C.

5.0 TRIP DISTRIBUTION AND ASSIGNMENT New trips were distributed onto the roadway network using the percentages developed as described in Section 3.2 of this report, and as agreed to during methodology discussions with GRTA, ARC, GDOT, and City of Atlanta staff.

Figures 4A, 4B and 4C display the anticipated distribution and assignment of residential, office and retail trips throughout the study network. These trip assignment percentages were applied to the net new trips expected to be generated by the development, and the volumes were assigned to the roadway network. The peak hour project trips anticipated to be generated by the proposed Turner Field development are shown in Figures 5A and 5B for 2023 Phase 1 Build and 2031 Phase 2 Build conditions, respectively.

Detailed intersection volume worksheets are provided in Appendix D.

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November 2017 (XX) XX X Traffic Signal Stop Control % Trips Exiting % Trips Entering Turning Movement Intersection Reference Number Proposed Driveway 35% NOT TO LEGEND 5% SCALE I-20 Westbound Exit Ramp 1 (38%) Capitol Avenue Capitol 20% 20%

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp (20%) 2

(3%) (18%) (2%) 12 30% 15% 3 4 5%

(30%) (30%) (11%) 3% (5%) Fulton Street (5%) 3% 3% (10%) 2%

5% 25% 6

35% 5 (2%) (2%) (21%) (3%)

5% 15% (5%) (2%)

11% (20%) (7%) (2%) 16% Driveway Driveway 1

3 14% 4 13% 19% 5% 16% 4% 6% 4% (8%) (11%) 1% (1%) (2%) Driveway 2 Driveway 3 (1%) Driveway 4 Driveway 5 15 14

I-75/85 Off Ramp (2%) (13%) 13 1% (11%) (12%) 1% 4% (2%) 1% (20%) 1% (2%) (2%) 6% (2%) Fraser Street 6% (3%) 7%

Project Site (5%) (2%) Driveway 6 Driveway 7 Pollard Boulevard 17

16 (8%) 1% 1% (3%) 2%(14%) 1% Hank Aaron Drive I-75/85 (2%) 16% (2%) (5%) 6% Central Avenue 6% Pulliam Street (12%) (4%) (2%) 1% (2%) Driveway 8 Driveway 9 (2%) Driveway 10 18 19

(5%) Driveway 11 (3%) 20 1% 4% 5% (1%) 1% 2%

3% (5%) 1% (2%) (1%) Driveway Driveway 12 7 8 9 (3%) (5%) (4%) (4%) 5% (1%) (5%)

(2%) Ralph David Abernathy (2%) (10%) (8%) (7%) (4%) Georgia Avenue Boulevard 10 11 3% 3% 21 1% (5%) 3%

2% 2% 3% 2% 2% 3% 1%

Turner Field Figure Residential Distribution Redevelopment DRI 4A (XX) XX X Traffic Signal Stop Control % Trips Exiting % Trips Entering Turning Movement Intersection Reference Number Proposed Driveway 35% NOT TO LEGEND SCALE 5% I-20 Westbound Exit Ramp 1 (38%) Capitol Avenue Capitol 10% 30%

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(11%) 2 (2%) (27%) (3%) 22% 12 10% 10% 10% 3 4 (15%) (22%) (22%) 1% (7%) 3% Fulton Street (5%) (5%) 11% 2% 2% 5% 27% 20% 6 (1%) 5 (2%) (22%) (3%) 5% 12% (5%) (2%) 15% 5% (1%) (15%) (14%) (1%) Driveway Driveway 1 15% 11% 15% 5% 5% 6% 5% 7% (3%) (10%) 2% (1%) Driveway 2 Driveway 3 (3%) Driveway 4 Driveway 5 15 14

I-75/85 Off Ramp (15%) (14%) 13 3% (11%) 4% (12%) 1% (3%) 1% 3% (2%) (3%) 6% (2%) Fraser Street 7% (6%) 5%

Project Site (1%) (3%) Driveway 6 Driveway 7 Pollard Boulevard 17 16 (5%) 5% (11%) 1% 1% 3% (6%)

Hank Aaron Drive (3%) I-75/85 (1%) (5%) 5% (9%) 6% Central Avenue 7% Pulliam Street (3%) (1%) (2%) 2% Driveway 8 Driveway 9 (1%) Driveway 10 18 19 (5%) Driveway 11 (6%) 20 1% 2% 2% 4%

4% 6% (5%) 1% (3%) (1%) Driveway Driveway 12 7 8 9 (6%) (3%) (2%) (2%) (6%) (3%) (6%) (2%) 5% 2% Ralph David (5%) 1% 1% (4%) (2%) Abernathy 1% 2% (10%) (12%) (2%) Georgia Avenue (3%) Boulevard 1% (10%) 3% 10 11

3% 21 3% 8% 6% 1% (5%) 4% 5% 4% (1%) 1% 4% 2% 3% (3%)

Turner Field Figure Office Distribution Redevelopment DRI 4B (XX) XX X Traffic Signal Stop Control % Trips Exiting % Trips Entering Turning Movement Intersection Reference Number Proposed Driveway 45% NOT TO LEGEND SCALE 5% I-20 Westbound Exit Ramp 1 (48%) Capitol Avenue Capitol 25% 25%

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(13%) 2

(3%) (35%) (2%) 15% 12 10% 3 4 5% 5% (19%) (10%) (10%) (5%) 2% (5%) Fulton Street (5%) 5% 2% 3%

5% 15% 6% 6 (5%) 5 (2%) (24%) (3%) 9% (5%) (7%) 8%

3% (2%) (5%) (13%) Driveway Driveway 1 3% 10% 15% 13% 10% 3% 4% 1% (9%) (5%) (2%) 1% (2%) Driveway 2 Driveway 3 (2%) Driveway 4 Driveway 5 15 14 I-75/85 Off Ramp (2%) (13%) 13 (7%) 3%

10% 2% (11%) 2%

(3%) 2% (14%) (4%) Fraser Street 3% (3%) 4% (6%) 7% Project Site (2%) (3%) Driveway 6 Driveway 7 Pollard Boulevard 17 16 (8%) Hank Aaron Drive 4% (9%) 4%

(2%) 4% 2% (6%) I-75/85 3% (9%) (2%) 10% (5%) Central Avenue 3% Pulliam Street 1% (7%) (2%) (1%) Driveway 8 1% (2%) Driveway 9 (1%) Driveway 10 18 19

Driveway 11 20 (2%) (5%) 3% 4% 8% (5%) 1% 5% (1%) (3%) 4% 6% (1%) (3%) Driveway Driveway 12 3% (4%) 7 8 9 (5%) (4%) (3%) (5%) (3%) (2%) (7%) 5% Ralph David (2%) (7%) 3% 2% Abernathy Georgia Avenue 8% (5%) (5%) Boulevard (9%) (7%) (3%) 2% 11 21 5% 5% 4% 4% 2% (5%) 10 2% (1%)

6% 4% 2% (2%) 5% (5%) 3% 2%

Turner Field Figure Retail Distribution Redevelopment DRI 4C (XX) XX X Traffic Signal Stop Control PM Peak Hour PM Trips AMPeak Hour Trips Turning Movement Intersection Reference Number Proposed Driveway (301) 346

NOT TO LEGEND 48 (39) SCALE I-20 Westbound Exit Ramp 1 268 (423) Capitol Avenue Capitol (160) 138 (179) 253

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp (143) 125 2 (26) 20 144 (282) 14 (26) (110) 113 (161) 205 (25) 66 (43) 77 12 3 4 85 (157) 182 (216) 182 (216) 74 (86) 26 (19) 34 (53) 34 (53) Fulton Street 78 (36) 15 (8) 21 (18)

(128) 177 6

(198) 253 5 (39) 48 (24) 16 (21) 13 40 (23) (93) 114 34 (53) 17 (35) 120 (141) 58 (126) 11 (10) (64) 60 (97) 133 147 (233) 21 (31) Driveway Driveway 1 (74) 121 (143) 146 (88) 107 (27) 48 (48) 42 (95) 78 (66) 61 (2) 58

49 (61) 73 (103) 23 (17) 13 (16) Driveway 2 Driveway 3 9 (44)Driveway 4 Driveway 5 13 15 14

I-75/85 Off Ramp (101) 21 (140) 90 28 (26) 123 (117) 11 (23) 72 (65) 13 (13) (54) 51 (23) 14 22 (12) 79 (123) (51) 16 Fraser Street (52) 55 (60) 66 83 (98)

Project Site 29 (39) 15 (28) Driveway 6 Driveway 7 Pollard Boulevard 17 16 (67) 52 14 (17) 47 (68) 128 (127) 14 (32)

Hank Aaron Drive (21) 4 I-75/85 (37) 52 (45) 18 (16) 13 (95) 78 54 (67) 45 (58) Central Avenue Pulliam Street 72 (65) 24 (36) 12 (18) 28 (19) Driveway 8 Driveway 9 12 (13) Driveway 10 18 19 Driveway 11 (45) 31 (53) 25 20 13 (13) 26 (29) 20 (18) 37 (33) (44) 48 88 (79) 10 (22) (28) 15 (51) 9 Driveway Driveway 12 7 8 9 (59) 29 (42) 33 (39) 48 (21) 5 (21) (75) 36 (49) 28 (33) 26 (31) 8 (31) (24) 6 (24) 15 (8) Ralph David 32 (40) 13 (21) 19 (51) Abernathy 6 (1) 11 (22) 25 (27) 1 (10) Georgia Avenue 7 (29) 64 (90) Boulevard 57 (106) 55 (78) 20 (9) 10 11 (19) 25 21 (63) 45 (19) 25 (23) 12 (40) 47 (23) 33

(24) 31 6 (1) 37 (30) 4 (7) (34) 59 21 (18) 26 (19) (14) 39 (0) 0 (29) 7

Turner Field Projected 2023 Phase 1 Figure Redevelopment DRI Build Project Trips 5A (XX) XX X Traffic Signal Stop Control PM Peak Hour PM Trips AMPeak Hour Trips Turning Movement Intersection Reference Number Proposed Driveway (463) 588

NOT TO LEGEND 80 (58) SCALE I-20 Westbound Exit Ramp 1 385 (737) Capitol Avenue Capitol (541) 233 (279) 436

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp (242) 175 2

(45) 29 210 (496) 20 (46) (165) 190 (231) 349 (45) 114 (67) 130 12 3 4 123 (277) 253 (372) 253 (372) 107 (144) 44 (30) 133 (60) 49 (91) 49 (91) Fulton Street 25 (15) 35 (29)

(183) 301 6

(288) 428 5 (58) 80 67 (32) (40) 23 (36) 19 (138) 194 49 (91) 27 (60) 210 (406) 30 (55) (95) 99 167 (243) 85 (225) 15 (17) (143) 225 Driveway Driveway 1 (108) 206 (132) 181 (214) 249 (135) 130 (107) 104 (38) 80 (2) 102 (74) 72

68 (101) 103 (181) 37 (25) 18 (26) Driveway 2 Driveway 3 14 (72)Driveway 4 Driveway 5 13 15 14 I-75/85 Off Ramp (185) 33 (246) 128 38 (21) 111 (214) 48 (43) 173 (202) 18 (37) 100 (105) 21 (22) (84) 84 (41) 21 (86) 23 (96) 110 Fraser Street (79) 93 139 (161)

Project Site 40 (60) 22 (51) Driveway 6 Driveway 7 Pollard Boulevard 17 16 (115) 74 195 (219) 24 (50) 24 (27) 75 (120)

Hank Aaron Drive (39) 6 I-75/85 (135) 130 (55) 89 (80) 27 (26) 18 68 (113) 94 (99) Central Avenue Pulliam Street 100 (105) 32 (63) 18 (32) 43 (29) Driveway 8 Driveway 9 17 (22) Driveway 10 18 (77) 44 19 Driveway 11 (94) 36 20 21 (22) 44 (43) (64) 79 34 (29) 65 (54) 140 (127) 16 (41) (51) 22 (80) 14 Driveway Driveway 12 (106) 42 7 8 9 (127) 53 (71) 47 (50) 13 (58) 80 (39) 8 (39) (88) 39 (43) 10 (58) 36

25 (15) Ralph David 18 (36) 47 (70) 19 (36) 30 (90) Abernathy 10 (2) 41 (46) 82 (142) 2 (20) Georgia Avenue 11 (53) 91 (159) Boulevard 84 (190) 35 (17) 10 11 (32) 43 (32) 43 (34) 20 (61) 81 21 (108) 67 (37) 56 10 (2) 62 (47) 7 (9) (56) 104 35 (29) 44 (30) (24) 69 (42) 52 (53) 11

Turner Field Projected 2031 Phase 2 Figure Redevelopment DRI Build Project Trips 5B Turner Field Redevelopment DRI #2658 - Transportation Analysis

6.0 TRAFFIC ANALYSIS – BASELINE CONDITIONS 6.1 Existing 2016 Conditions The observed existing peak hour traffic volumes were entered into Synchro 9.0, and capacity analyses were performed for the AM and PM peak hours. The existing peak hour traffic volumes are displayed in Figure 6, and the results of the capacity analyses for the Existing 2016 conditions are shown in Table 7. Detailed Synchro analysis reports are available upon request. Signal timings were obtained for the Existing 2016 conditions.

Table 7: Existing 2016 Intersection Levels-of-Service LOS (delay in seconds)

Existing 2016 Conditions LOS Intersection Std. AM Peak PM Peak Control Hour Hour Capitol Avenue at I-20 1 D Signal C (27.2) B (14.3) WB Exit Ramp Capitol Avenue at I-20 EB 2 D Signal B (15.8) C (29.6) Entrance Ramp Fulton Street at 3 D Signal B (18.1) B (19.3) Pulliam Street Fulton Street at I-75/I-85 4 D Signal B (14.0) B (15.4) NB Entrance Ramp Fulton Street at 5 Capitol Avenue/Hank D Signal C (22.6) C (32.7) Aaron Drive NB Stop B (11.4) B (13.1) Fulton Street at 6 D SB Stop A (9.8) B (13.3) Fraser Street WBL A (8.0) A (8.8) Ralph David Abernathy 7 D Signal C (25.2) B (10.3) Boulevard at Central Avenue Ralph David Abernathy 8 D Signal A (3.3) B (16.7) Boulevard at Pulliam Street Ralph David Abernathy 9 Boulevard at D Signal B (10.5) A (7.1) Pollard Boulevard Ralph David Abernathy 10 Boulevard/Georgia Avenue D Signal C (25.1) B (18.2) at Hank Aaron Drive Ralph David Abernathy 11 D Signal A (7.1) A (8.3) Boulevard at Fraser Street

As shown in Table 7, all study intersections currently operate at or above their acceptable level-of-service standard during the AM and PM peak hours in the Existing 2016 conditions. Therefore, there are no recommended improvements for the Existing 2016 conditions scenario.

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November 2017 (XX) XX X Traffic Signal Stop Control PM PeakHour Traffic Volume Peak AMHour Traffic Volume Existing Roadway GeometryLane Intersection Reference Number Proposed Driveway (1,162) 219

NOT TO LEGEND 936 (305) 133 (143) SCALE I-20 Westbound Exit Ramp 1 846 (484) Capitol Avenue Capitol (612) 265 (651) 106 (45) 34

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(57) 151 2 (44) 58 (6) 14 3 (4) 681 (426) 126 (206) (459) 164 (278) 149 (184) 213 (144) 18 (62) 64 (1) 2 (1) 0 (0) 0 3 4 35 (22) 0 (0) 465 (201) 141 (98) 231 (178) 287 (360) Fulton Street 222 (263) 69 (82) 31 (20) 6

(155) 294 5 (583) 581 (291) 201 (1) 3 42 (96) 38 (19) 201 (214) (615) 498 44 (21) 0 (0) 86 (45) (338) 184 500 (200) 665 (321) 88 (39) (493) 264 (202) 134 (31) 31 I-75/85 Off Ramp Fraser Street Project Site Pollard Boulevard Hank Aaron Drive I-75/85 Central Avenue Pulliam Street (554) 134 (138) 49 7 8 9 (395) 16 (512) 12 (166) 46 (66) 16 (30) 10 (66) 24 (11) 1 (11) (10) 7 (10) (0) 0 (0) 0 16 (2) 86 (23) 253 (271) Ralph David 300 (275) 50 (26) 143 (107) 20 (1) 175 (207) Abernathy 14 (15) 17 (40) Georgia Avenue 183 (642) Boulevard 262 (135) 10 (26) 47 (326) 314 (49) 125 (69) 112 (10) 46 11 100 (55) 1,138 (311) 61 (36) 103 (139) 111 (43) 44 (23) (356) 104 (109) 70 5 (3) 31 (8) 8 (12)

(556) 263 136 (128) 967 (110) 146 (130) (302) 156 (196) 128 (148) 78 (143) 16

Turner Field Existing 2016 Figure Redevelopment DRI Conditions 6 Turner Field Redevelopment DRI #2658 - Transportation Analysis

6.2 Projected 2023 No-Build Conditions To account for growth in the vicinity of the proposed development, the existing traffic volumes were increased for seven (7) years at 0.5 percent per year throughout the study network. These volumes were entered into Synchro 9.0, and capacity analyses were performed. The Projected 2023 No-Build conditions were analyzed using existing roadway geometry and existing intersection control types.

The intersection laneage and traffic volumes for the Projected 2023 No-Build conditions are shown in Figure 7. The results of the capacity analyses for the Projected 2023 No-Build conditions with existing laneage and control types are shown in Table 8. Detailed Synchro analysis reports are available upon request.

Table 8: Projected 2023 No-Build Intersection Levels-of-Service LOS (delay in seconds)

Projected 2023 No-Build Conditions LOS Intersection Std. AM Peak PM Peak Control Hour Hour Capitol Avenue at I-20 1 D Signal C (30.1) B (14.5) WB Exit Ramp Capitol Avenue at I-20 EB 2 D Signal B (16.2) C (33.2) Entrance Ramp Fulton Street at 3 D Signal B (18.2) B (19.4) Pulliam Street Fulton Street at I-75/I-85 4 D Signal B (14.3) B (15.4) NB Entrance Ramp Fulton Street at 5 Capitol Avenue/Hank D Signal C (23.0) C (33.5) Aaron Drive NB Stop B (11.6) B (13.4) Fulton Street at 6 D SB Stop A (9.8) B (13.6) Fraser Street WBL A (8.0) A (8.8) Ralph David Abernathy 7 D Signal C (25.5) B (10.3) Boulevard at Central Avenue Ralph David Abernathy 8 D Signal A (3.3) B (17.1) Boulevard at Pulliam Street Ralph David Abernathy 9 Boulevard at D Signal B (10.5) A (7.2) Pollard Boulevard Ralph David Abernathy 10 Boulevard/Georgia Avenue D Signal C (25.8) B (18.2) at Hank Aaron Drive Ralph David Abernathy 11 D Signal A (7.0) A (8.2) Boulevard at Fraser Street

As shown in Table 8, all study intersections are expected to operate at or above their acceptable level- of-service standard during the AM and PM peak hours in the No-Build 2023 conditions. Therefore, there are no recommended improvements for the No-Build 2023 conditions scenario.

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November 2017 (XX) XX X Traffic Signal Stop Control PM PeakHour Traffic Volume Peak AMHour Traffic Volume Existing Roadway GeometryLane Intersection Reference Number Proposed Driveway (1,203) 227

NOT TO LEGEND 969 (316) 138 (148) SCALE I-20 Westbound Exit Ramp 1 876 (501) Capitol Avenue Capitol (634) 274 (674) 110 (47) 35

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(59) 156 2 (46) 60 3 (4) 705 (441) 130 (213) (6) 14 (288) 154 (191) 221 (475) 170 (149) 19 (64) 66 (1) 2 (1) 0 (0) 0 3 4 36 (23) 0 (0) 482 (208) 146 (101) 297 (373) 239 (184) 230 (272) Fulton Street 71 (85) 32 (21) 6

(161) 304 5 (1) 3 (604) 602 (301) 208 46 (22) 0 (0) 89 (47) (637) 516 43 (99) 39 (20) 208 (222) (511) 273 (350) 191 518 (207) 689 (332) 91 (40) (209) 139 (32) 32 I-75/85 Off Ramp Fraser Street Project Site Pollard Boulevard Hank Aaron Drive I-75/85 Central Avenue Pulliam Street (574) 139 (143) 51 7 8 9 (409) 17 (530) 12 (172) 48 (68) 17 (31) 10 (68) 25 (11) 1 (11) (10) 7 (10) (0) 0 (0) 0 17 (2) 89 (24) 262 (281) Ralph David 311 (285) 148 (111) 52 (27) 21 (1) 181 (214) Abernathy 14 (16) 18 (41) Georgia Avenue 190 (665) Boulevard 271 (140) 10 (338) 325 11 (27) 49 (51) 129 (72) 116 (10) 48 104 (57) 1,178 (322) 63 (37) 107 (144) 115 (45) 46 (24) (369) 108 5 (3) 32 (8) 8 (12) (576) 272 141 (133) 1,001 (114) 151(135) (313) 162 (113) 72 (203) 133 (153) 81 (148) 17

Turner Field Projected 2023 No Build Figure Redevelopment DRI Conditions 7 Turner Field Redevelopment DRI #2658 - Transportation Analysis

6.3 Projected 2023 Phase 1 Build Conditions The traffic associated with the proposed Turner Field Phase 1 redevelopment was added to the Projected 2023 No-Build volumes. These volumes were then entered into Synchro 9.0, and capacity analyses were performed. The Projected 2023 Phase 1 Build conditions were analyzed using one lane approaches at the site driveways. Signal timings were optimized for the Projected 2023 Phase 1 Build Improved conditions.

The intersection laneage and traffic volumes used for the Projected 2023 Phase 1 Build conditions are shown in Figure 8. The results of the capacity analyses for the Projected 2023 Phase 1 Build conditions with proposed laneage and control types are shown in Table 9. Detailed Synchro analysis reports are available upon request. As shown in Table 9, the intersections of Fulton Street at Fraser Street (Int. #6) and Fulton Street at Driveway 1 (Int. #12) do not meet the Level-of-Service Standard in the Projected 2023 Phase 1 Build conditions.

Based on the Projected 2023 Phase 1 Build conditions, the following improvements are recommended:

Off-Site Recommendations

· Fulton Street at Fraser Street (Int. #6) § Install traffic signal at intersection.

On-Site Recommendations

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Table 9: Projected 2023 Phase 1 Build Intersection Levels-of-Service LOS (delay in seconds) Projected 2023 Phase 1 Projected 2023 Phase 1 LOS Build Conditions Build Conditions Improved Intersection Std. AM Peak PM Peak AM Peak PM Peak Control Control Hour Hour Hour Hour Capitol Avenue at I-20 WB Exit 1 D Signal D (35.5) B (15.7) Signal * * Ramp Capitol Avenue at I-20 EB 2 D Signal B (16.8) D (50.5) Signal * * Entrance Ramp 3 Fulton Street at Pulliam Street D Signal B (19.2) C (22.8) Signal * * Fulton Street at I-75/I-85 NB 4 D Signal B (17.3) B (18.6) Signal * * Entrance Ramp Fulton Street at 5 Capitol Avenue/Hank D Signal D (37.7) D (53.7) Signal * * Aaron Drive NB Stop C (23.0) F (141.8) 6 Fulton Street at Fraser Street D SB Stop B (10.0) B (14.7) Signal B (15.7) B (13.1) WBL A (8.1) A (9.0) Ralph David Abernathy Boulevard 7 D Signal C (26.9) B (13.0) Signal * * at Central Avenue Ralph David Abernathy Boulevard 8 D Signal A (7.3) D (35.4) Signal * * at Pulliam Street Ralph David Abernathy Boulevard 9 D Signal B (18.8) B (16.1) Signal * * at Pollard Boulevard Ralph David Abernathy 10 Boulevard/Georgia Avenue at D Signal C (31.4) C (20.7) Signal * * Hank Aaron Drive 11 Georgia Avenue at Fraser Street D Signal A (8.1) B (13.8) Signal * * NB Stop F (94.8) F (66.4) NB Stop 12 Fulton Street at Driveway 1 D * * WBL C (16.7) C (17.7) WBL WB Stop B (10.6) B (10.0) WB Stop 13 Pollard Boulevard at Driveway 2 D * * SBL A (8.2) A (7.8) SBL Capitol Avenue at Driveway 14 D Signal A (3.7) A (7.3) Signal * * 3/Driveway 4 EB Stop B (11.6) B (11.7) EB Stop 15 Fraser Street at Driveway 5 D * * NBL A (7.7) A (7.6) NBL WB Stop 16 Capitol Avenue at Driveway 6 D Signal A (3.4) A (2.8) * * SBL EB Stop B (10.5) B (10.4) EB Stop 17 Fraser Street at Driveway 7 D * * NBL A (7.6) A (7.6) NBL WB Stop B (10.3) A (9.9) WB Stop 18 Pollard Boulevard at Driveway 8 D * * SBL A (8.1) A (7.7) SBL Capitol Avenue at Driveway 19 D Signal A (3.3) A (3.8) Signal * * 9/Driveway 10 EB Stop A (9.6) B (10.0) EB Stop 20 Fraser Street at Driveway 11 D * * NBL A (7.5) A (7.5) NBL SB Stop B (14.7) C (16.8) SB Stop 21 Georgia Avenue at Driveway 12 D * * EBL A (8.3) A (8.4) EBL * No improvements recommended at this intersection

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November 2017 (XX) XX X Traffic Signal Stop Control PM PeakHour Traffic Volume Peak AMHour Traffic Volume Proposed Driveway Existing Roadway GeometryLane Intersection Reference Number BuildRoadway 2023 Lane Geometry (1,504) 573

LEGEND 969 (316) NOT TO 186 (187) SCALE I-20 Westbound Exit Ramp 1 1,144 (924) Capitol Avenue Capitol (207) 173 (813) 527 (674) 110

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(202) 281 2

(72) 80 3 (4) 849 (723) 144 (239) (6) 14 (288) 154 (352) 426 (585) 283 (89) 132 (192) 96 12 (1) 2 (1) 0 (0) 0 3 4 121 (180) 0 (0) 664 (424) 903 (643) 220 (187) 265 (203) 331 (426) 264 (325) Fulton Street 78 (36) 86 (93) 53 (39)

(987) 808 (1) 3 6 (161) 304 (325) 224 5

(643) 650 43 (99) 39 (20) 248 (245) (93) 114 34 (53) 17 (35) (532) 286 193 (255) 0 (0) 110 (78) (835) 769 (414) 251 638 (348) 747 (458) 102 (50) Driveway Driveway 1 (129) 165 (283) 260 (156) 110 (137) 145 (780) 351 (143) 146 (66) 61 (27) 48 (48) 42

49 (61) 73 (103) 23 (17) 13 (16) Driveway 2 Driveway 3 9 (44)Driveway 4 Driveway 5 13 15 (101) 21 14 I-75/85 Off Ramp (140) 90 (54) 51 28 (26) 1,464 (616) 11 (23)

(23) 14 22 (12) 196 (168) 318 (171) 13 (13) (51) 16 (109) 104 (876) 376 Fraser Street (52) 55 Project Site 29 (39) 15 (28)Driveway 6 Driveway 7 Pollard Boulevard 17 16 (67) 52 (21) 4 14 (17) 164 (113) Hank Aaron Drive 1,469 (626) 14 (32) I-75/85 (836) 338 (77) 45 (95) 78 (37) 52 (94) 56 (67) 54 Central Avenue Pulliam Street 72 (65) 24 (36) 12 (18) 28 (19) Driveway 8 Driveway 9 12 (13)Driveway 10 18 (45) 31 19 Driveway 11 (53) 25 20

259 (119) 26 (29) (44) 48 1,429 (578) 10 (22)

(28) 15 20 (18) 154 (78) (51) 9 Driveway Driveway 12 (616) 172 (202) 80 (101) 51 7 8 9 (409) 17 (530) 12 (211) 96 (80) 38 (89) 22 (35) 7 (35) (75) 36 (10) 7 (10) (0) 0 (31) 8 (31) (0) 0 104 (32) Ralph David 23 (3) 65 (48) 281 (332) 180 (151) Abernathy 368 (391) 11 (22) 46 (28) 197 (694) 245 (304) 19 (51) Georgia Avenue Boulevard 14 (16) 377 (385) 291 (149) 10 11 (357) 350 21 (27) 49 (74) 141 (40) 47 (134) 161

110 (58) 1,215 (352) 67 (44) (33) 81 141 (133) 1,001 (114) 151 (135)

(369) 108 107 (144) 136 (63) 72 (43) (137) 103 (347) 221 (350) 245 5 (3) 32 (8) 8 (12) (595) 297 (232) 140 (153) 81 (148) 17

Turner Field Projected 2031 Phase 1 Figure Redevelopment DRI Build Conditions 8 Turner Field Redevelopment DRI #2658 - Transportation Analysis

6.4 Projected 2031 No-Build Conditions The Projected 2031 No-Build conditions were analyzed using existing roadway geometry and existing intersection control types. These volumes were entered into Synchro 9.0, and capacity analyses were performed. Signal timings were optimized for the Projected 2031 No-Build Improved conditions.

The intersection laneage and traffic volumes for the Projected 2031 No-Build conditions are shown in Figure 9. The results of the capacity analyses for the Projected 2031 No-Build conditions with existing laneage and control types are shown in Table 10. Detailed Synchro analysis reports are available upon request.

Based on the Projected 2031 No-Build conditions, the following improvements are recommended IN ADDITION TO the recommendations in the Projected 2023 Phase 1 Build conditions:

Off-Site Recommendations

Note: a traffic signal at the intersection of Fulton Street at Driveway 1 is recommended when GSU constructs the proposed parking deck in the northwest corner of the site.

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Table 10: Projected 2031 No-Build Intersection Levels-of-Service LOS (delay in seconds) Projected 2031 No- Projected 2031 No- LOS Build Conditions Build Conditions Improved Intersection Std. AM Peak PM Peak AM Peak PM Peak Control Control Hour Hour Hour Hour Capitol Avenue at I-20 WB Exit 1 D Signal D (41.1) B (16.4) Signal * * Ramp Capitol Avenue at I-20 EB 2 D Signal C (22.3) E (75.4) Signal B (18.8) C (33.5) Entrance Ramp 3 Fulton Street at Pulliam Street D Signal B (19.5) C (22.8) Signal * * Fulton Street at I-75/I-85 NB 4 D Signal B (18.9) B (19.1) Signal * * Entrance Ramp Fulton Street at Capitol 5 D Signal D (40.6) D (54.7) Signal * * Avenue/Hank Aaron Drive NB Stop C (24.5) F (166.1) 6 Fulton Street at Fraser Street D SB Stop B (10.0) C (15.1) Signal B (15.7) B (13.3) WBL A (8.1) A (9.1) Ralph David Abernathy 7 D Signal C (29.0) B (13.0) Signal * * Boulevard at Central Avenue Ralph David Abernathy 8 D Signal A (7.3) D (38.3) Signal * * Boulevard at Pulliam Street Ralph David Abernathy 9 D Signal B (18.8) B (16.2) Signal * * Boulevard at Pollard Boulevard Ralph David Abernathy 10 Boulevard/Georgia Avenue at D Signal C (32.6) C (20.7) Signal * * Hank Aaron Drive 11 Georgia Avenue at Fraser Street D Signal A (8.1) B (13.8) Signal * * NB Stop F (94.8) F (78.0) NB Stop 12 Fulton Street at Driveway 1 D * * WBL C (16.7) C (18.3) WBL WB Stop B (10.7) B (10.0) WB Stop 13 Pollard Boulevard at Driveway 2 D * * SBL A (8.2) A (7.8) SBL Capitol Avenue at Driveway 14 D Signal A (3.7) A (7.3) Signal * * 3/Driveway 4 EB Stop B (11.7) B (11.8) EB Stop 15 Fraser Street at Driveway 5 D * * NBL A (7.7) A (7.6) NBL 16 Capitol Avenue at Driveway 6 D Signal A (2.0) A (2.0) Signal * * EB Stop B (10.5) B (10.5) EB Stop 17 Fraser Street at Driveway 7 D * * NBL A (7.6) A (7.6) NBL WB Stop B (10.4) A (9.9) WB Stop 18 Pollard Boulevard at Driveway 8 D * * SBL A (5.1) A (7.8) SBL Capitol Avenue at Driveway 19 D Signal A (3.3) A (3.7) Signal * * 9/Driveway 10 EB Stop B (9.7) B (10.0) EB Stop 20 Fraser Street at Driveway 11 D * * NBL A (7.5) A (7.5) NBL SB Stop C (15.0) C (17.3) SB Stop 21 Georgia Avenue at Driveway 12 D * * EBL A (8.4) A (8.4) EBL * No improvements recommended at this intersection

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November 2017 (XX) XX X Traffic Signal Stop Control No-Build Roadway 2031 Lane Geometry PM PeakHour Traffic Volume Peak AMHour Traffic Volume Proposed Driveway Existing Roadway GeometryLane Intersection Reference Number Build RoadwayLane Geometry (1,533) 582

LEGEND 1,009 (329) NOT TO 191 (193) SCALE I-20 Westbound Exit Ramp 1 1,180 (945) Capitol Avenue Capitol (208) 175 (839) 539 (702) 114

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(204) 288 2

(73) 83 3 (4) 878 (741) 150 (248) (6) 15 (300) 161 (359) 435 (605) 290 (92) 135 (198) 96 12 (1) 2 (1) 0 (0) 0 3 4 123 (181) 0 (0) 683 (433) 932 (660) 226 (192) 275 (211) 343 (441) 273 (336) Fulton Street 78 (36) 89 (96) 54 (40)

(1,002) 833 (1) 3 6 (167) 317 (338) 233 5

(667) 674 45 (103) 41 (20) 257 (254) (93) 114 34 (53) 17 (35) (552) 298 194 (256) 0 (0) 114 (79) (861) 790 (428) 258 659 (357) 775 (472) 106 (52) Driveway Driveway 1 (130) 166 (292) 265 (159) 111 (139) 147 (811) 363 (143) 146 (66) 66 (27) 48 (48) 42

49 (61) 73 (103) 23 (17) 13 (16) Driveway 2 Driveway 3 9 (44)Driveway 4 Driveway 5 13 15 (101) 21 14 I-75/85 Off Ramp (140) 90 (54) 51 28 (26) 1,519 (636) 11 (23)

(23) 14 22 (12) 201 (169) 328 (175) 13 (13) (51) 16 (111) 106 (907) 388 Fraser Street (52) 55 Project Site 29 (39) 15 (28)Driveway 6 Driveway 7 Pollard Boulevard 17 16 (67) 52 (21) 4 14 (17) 169 (114) Hank Aaron Drive 1,524 (646) 14 (32) I-75/85 (867) 350 (80) 46 (95) 78 (37) 52 (96) 58 (67) 54 Central Avenue Pulliam Street 72 (65) 24 (36) 12 (18) 28 (19) Driveway 8 Driveway 9 12 (13)Driveway 10 18 (45) 31 19 Driveway 11 (53) 25 20

269 (123) 26 (29) (44) 48 1,484 (598) 10 (22)

(28) 15 20 (18) 159 (79) (51) 9 Driveway Driveway 12 (639) 177 (208) 82 (104) 52 7 8 9 (426) 17 (552) 13 (218) 98 (81) 39 (92) 22 (36) 7 (36) (75) 36 (11) 8 (11) (0) 0 (31) 8 (31) (0) 0 108 (33) Ralph David 23 (3) 67 (49) 292 (343) 186 (155) Abernathy 380 (402) 11 (22) 47 (28) 204 (721) 254 (313) 19 (53) Georgia Avenue Boulevard 15 (16) 390 (397) 302 (154) 10 11 (370) 363 21 (28) 51 (76) 147 (40) 47 (137) 166

114 (60) 1,263 (365) 70 (46) (34) 83 147 (138) 1,042 (119) 157 (140)

(384) 112 111 (150) 141 (64) 73 (44) (141) 106 (359) 227 (363) 253 5 (3) 33 (9) 9 (13) (618) 308 (240) 145 (159) 84 (154) 17

Turner Field Projected 2031 Figure Redevelopment DRI No-Build Conditions 9 Turner Field Redevelopment DRI #2658 - Transportation Analysis

6.5 Projected 2031 Phase 2 Build Conditions The traffic associated with Phase 2 of the proposed Turner Field development was added to the Projected 2031 No-Build volumes. These volumes were then entered into Synchro 9.0, and capacity analyses were performed. Signal timings were optimized for the Projected 2031 Phase 2 Build conditions.

The intersection laneage and traffic volumes used for the Projected 2031 Phase 2 Build conditions are shown in Figure 10. The results of the capacity analyses for the Projected 2031 Phase 2 Build conditions with proposed laneage and control types are shown in Table 11. Detailed Synchro analysis reports are available upon request.

As shown in Table 11, the intersections of Capitol Avenue at I-20 EB Entrance Ramp (Int. #2), Fulton Street at Hank Aaron Drive (Int. 5), and Fulton Street at Fraser Street (Int. 6) do not meet the LOS Standard.

Based on the Projected 2031 Phase 2 Build conditions, the following improvements are recommended IN ADDITION TO the recommendations in the Projected 2023 Phase 1 Build conditions and Projected 2031 No-Build conditions:

Off-Site Recommendations

On-Site Recommendations

· Fulton Street at Driveway 1 (Int. #12) § Install a traffic signal at intersection concurrent with the construction of the GSU parking deck.

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Table 11: Projected 2031 Phase 2 Build Intersection Levels-of-Service LOS (delay in seconds) Projected 2031 Phase 2 Projected 2031 Phase 2 LOS Build Conditions Build Conditions Improved Intersection Std. AM Peak PM Peak AM Peak PM Peak Control Control Hour Hour Hour Hour Capitol Avenue at I-20 WB Exit 1 D Signal D (44.4) C (20.3) Signal * * Ramp Capitol Avenue at I-20 EB 2 D Signal C (30.1) F (118.9) Signal B (16.8) D (53.0) Entrance Ramp 3 Fulton Street at Pulliam Street D Signal C (28.2) C (23.7) Signal * * Fulton Street at I-75/I-85 NB 4 D Signal C (29.5) B (19.6) Signal * * Entrance Ramp Fulton Street at Capitol 5 D Signal E (68.7) E (79.3) Signal D (38.9) D (51.5) Avenue/Hank Aaron Drive NB Stop F (54.0) F (560.6) 6 Fulton Street at Fraser Street D SB Stop B (10.1) C (15.9) Signal B (15.7) B (13.3) WBL A (8.2) A (9.2) Ralph David Abernathy Boulevard 7 D Signal C (33.9) B (15.8) Signal * * at Central Avenue Ralph David Abernathy Boulevard 8 D Signal A (8.1) D (40.0) Signal * * at Pulliam Street Ralph David Abernathy Boulevard 9 D Signal C (21.8) B (16.9) Signal * * at Pollard Boulevard Ralph David Abernathy 10 Boulevard/Georgia Avenue at D Signal C (34.9) C (21.5) Signal * * Hank Aaron Drive 11 Georgia Avenue at Fraser Street D Signal B (11.4) B (15.7) Signal * *

12 Fulton Street at Driveway 1 D Signal A (1.5) A (8.1) Signal * * WB Stop B (11.8) B (11.5) WB Stop 13 Pollard Boulevard at Driveway 2 D * * SBL A (8.5) A (8.0) SBL Capitol Avenue at Driveway 14 D Signal A (6.9) B (14.3) Signal * * 3/Driveway 4 EB Stop B (14.9) C (17.3) EB Stop 15 Fraser Street at Driveway 5 D * * NBL A (8.0) A (7.8) NBL 16 Capitol Avenue at Driveway 6 D Signal A (4.5) A (3.9) Signal * * EB Stop B (11.8) B (12.3) EB Stop 17 Fraser Street at Driveway 7 D * * NBL A (7.8) A (7.8) NBL WB Stop B (11.3) B (11.1) WB Stop 18 Pollard Boulevard at Driveway 8 D * * SBL A (8.4) A (7.9) SBL Capitol Avenue at Driveway 19 D Signal A (4.2) A (6.9) Signal * * 9/Driveway 10 EB Stop B (10.3) B (11.6) EB Stop 20 Fraser Street at Driveway 11 D * * NBL A (7.6) A (7.7) NBL SB Stop C (18.7) D (30.1) SB Stop 21 Georgia Avenue at Driveway 12 D * * EBL A (8.6) A (8.8) EBL * No improvements recommended at this intersection

011490003 39

LEGEND 1,009 (329) NOT TO 223 (212) SCALE I-20 Westbound Exit Ramp 1 1,297 (1,259) Capitol Avenue Capitol (289) 270 (939) 722 (702) 114

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(303) 338 2 (92) 92 3 (4) 944 (955) 156 (268) (6) 15 (300) 161 (429) 579 (112) 183 (660) 367 (222) 149 12 (1) 2 (1) 0 (0) 0 3 4 161 (301) 0 (0) 754 (589) 1,003 (816) 259 (250) 293 (222) 358 (479) 288 (374) Fulton Street 133 (60) 99 (103) 68 (51)

(1,077) 957 6 (167) 317 (354) 240 5 (0) 0 45 (103) 41 (20) 284 (263)

(686) 706 49 (91) 27 (60)

(138) 194 257 (429) 0 (0) 123 (103) (951) 965 (459) 297 706 (459) 802 (571) 110 (59) (567) 304 Driveway Driveway 1 (326) 350 (176) 258 (199) 163 (107) 104 (183) 221 (811) 407 (214) 249 (38) 80 (74) 72

68 (101) 103 (181) 37 (25) 18 (26) Driveway 2 Driveway 3 14 (72) Driveway 4 Driveway 5 13 15 14

I-75/85 Off Ramp (185) 33 (246) 128 48 (43) 1,569 (721) 18 (37)

356 (215) 21 (22) (84) 84

(41) 21 38 (21) 233 (260) (86) 23 (147) 150 (970) 444 Fraser Street (79) 93

Project Site 40 (60) 22 (51) Driveway 6 Driveway 7 Pollard Boulevard 17 16 (115) 74 (39) 6 Hank Aaron Drive 24 (27) 197 (166) 1,591 (738) 24 (50) I-75/85 (135) 130 (922) 373 (90) 51 (131) 67 (55) 89 (99) 94 Central Avenue Pulliam Street 100 (105) 32 (63) 18 (32) 43 (29) Driveway 8 17 (22) Driveway 9 Driveway 10 18 (77) 44 19 Driveway 11 (94) 36 20

277 (132) 44 (43) (64) 79 1,536 (646) 16 (41) (51) 22 34 (29) 187 (100) (80) 14 Driveway Driveway 12 (668) 191 (120) 50 (237) 130 (255) 95 (110) 25 (129) 62 (55) 11 7 8 9 (426) 17 (552) 13 (127) 53 (50) 13 (11) 8 (11) (0) 0 (0) 0 118 (40) Ralph David 27 (4) 303 (382) 18 (36) 201 (185) 73 (64) Abernathy 407 (486) 63 (47) 280 (382) 417 (461) 20 (63) Georgia Avenue 208 (745) Boulevard 15 (16) 317 (162) 10 11 21 (182) 188 (28) 51 (383) 381 (87) 155 (61) 81 (48) 106 118 (61) 1,288 (382) 73 (48) 147 (138) 1,042 (119) 157 (140) 5 (3) 33 (9) 9 (13) (631) 326 (384) 112 (381) 272 111 (150) 155 (75) 91 (55) (373) 283 (159) 127 (264) 149 (159) 84 (154) 17

Turner Field Projected 2031 Phase 2 Figure Redevelopment DRI Build Conditions 10 Turner Field Redevelopment DRI #2658 - Transportation Analysis

7.0 TRAFFIC ANALYSIS – PREFERRED ALTERNATIVE (PROPOSED HANK AARON DRIVE ROAD DIET)

The Turner Field LCI discusses the possibility of a road diet on Hank Aaron Drive:

The applicant desires to pursue the road diet in order to create a more pedestrian friendly environment and improve the sense of place of the development. The desire to pursue a road diet and divert traffic to parallel corridors is supported by the City of Atlanta Planning Department. Hank Aaron Drive is currently a five lane section (two lanes in each direction with a center turn-lane). The primary locations to be dieted include: · Hank Aaron Drive between Georgia Avenue and Fulton Street § Existing five-lane section to a proposed two-lane section with left-turn lanes at intersections. · Georgia Avenue east of Hank Aaron Drive § Existing five-lane section to a proposed three-lane section.

As current traffic volumes indicate in Figure 6, Capitol Avenue is currently used by many commuters as a cut-through route, primarily in the northbound direction during the AM peak hour. It is believed that a portion of the northbound volume consists of motorists that are exiting I-75/85 at University Avenue and traveling northbound on Capitol Avenue/Hank Aaron Drive to access Downtown. Interstate congestion is likely encouraging motorists to exit early and use the existing capacity on the surface streets.

While the existing volumes on Capitol Avenue/Hank Aaron Drive suggest that a road diet may not be feasible without a diversion of existing traffic, there is existing capacity on other nearby surface streets. The main candidate for diverted trips is Pollard Boulevard, an underutilized four-lane roadway that runs parallel to Capitol Avenue/Hank Aaron Drive and intersects with Capitol Avenue at the I-20 Eastbound ramp.

To present a more conservative analysis, the possibility that existing trips would avoid the Turner Field redevelopment area entirely was not incorporated, but rather assumed the diversion of traffic within the study network. The analysis primarily focused on a shift of the existing volumes on Capitol Avenue/Hank Aaron Drive to Pollard Boulevard as the existing volumes on Georgia Avenue do not appear to be problematic.

Figures 11 and 12 show the required approximate volume of diverted trips from the Hank Aaron Drive corridor for the Projected 2023 Phase 1 Build conditions and Projected 2031 Phase 2 Build conditions to allow the described road diet and still meet the Level-of-Service standard at all study network intersections. For the Projected 2023 Phase 1 Build conditions, roughly one-third of the existing northbound traffic on Hank Aaron Drive in both the AM and PM peak hours and one-third of the existing southbound traffic on Hank Aaron Drive in the PM peak hour would need to divert to Pollard Boulevard. For the Projected 2031 Phase 2 Build conditions, roughly two-thirds of the existing northbound traffic on Hank Aaron Drive in both the AM and PM peak hours and almost one-half of the existing southbound traffic on Hank Aaron Drive in the PM peak hour would need to divert to Pollard Boulevard. In summary,

011490003 41

November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis a total of 400 and 250 vehicles were diverted in the AM and PM peak hours, respectively, in the Projected 2023 Phase 1 Build condtions. A total of 750 and 400 vehicles were diverted in the AM and PM peak hours, respectively, in the Projected 2031 Phase 2 Build condtions.

While all diverted traffic was directed to Pollard Boulevard in the traffic analysis, there are additional parallel corridors with available capacity. Table 12 shows the average daily traffic volumes on the parallel corridors of Pollard Boulevard, Pryor Street/Central Avenue, and Hill Street based on data from GDOT. Figure 13 locates the parallel routes.

Table 12: Parallel Roadway Capacity Total Available Roadway No. of Lanes ADT Capacity* Capacity Pollard Boulevard 4 2,300 23,775 21,475 Pryor Street/Central Avenue 6 8,250 35,850 27,600 Hill Street 2 3,660 11,680 8,020

*Capacity based on Table 5 in GRTA DRI Review – Technical Guidelines

The intersection laneage and traffic volumes used for the Projected 2023 Phase 1 Build conditions with road diets are shown in Figure 14. The intersection laneage and traffic volumes used for the Projected 2031 Phase 2 Build conditions with road diets are shown in Figure 15. The results of the capacity analyses for the alternatives analysis with proposed laneage and control types are shown in Table 13. Detailed Synchro analysis reports are available upon request.

011490003 42

November 2017 (XX) XX X Traffic Signal Stop Control PM Peak Hour PM Diverted Trips Peak HourAM Diverted Trips Turning Movement Intersection Reference Number Proposed Driveway

NOT TO LEGEND SCALE I-20 Westbound Exit Ramp 1 Capitol Avenue Capitol (+150) (-150)

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp (+50) +200 2

(+50) +200 -200 (-50) (+50) +200 (-150) 12 3 4

Fulton Street 6 5 -200 (-50) -200 (-50) Driveway Driveway 1 3 4 (+150) (-150)

Driveway 2 Driveway 3 Driveway 4 Driveway 5 15 14 I-75/85 Off Ramp 13 -400 (-100) +400 (+100) Fraser Street (-150) Project Site

Driveway 6 Driveway 7 Pollard Boulevard 17 16 -400 (-100) Hank Aaron Drive I-75/85 (+150) (-150) Central Avenue Pulliam Street

Driveway 8 Driveway 9 Driveway 10 18 19

Driveway 11 20 +400 (+100) -400 (-100) Driveway Driveway 12 7 8 9 (-150) (+150)

Ralph David Abernathy +400 (+100) +400 (+100) Georgia Avenue Boulevard 10 11 (+150) 21 (+150) +400 (+100) -400 (-100)

Turner Field Projected 2023 Phase 1 Build Figure Redevelopment DRI Road Diet Diverted Trips 11 (XX) XX X Traffic Signal Stop Control PM Peak Hour PM Diverted Trips Peak HourAM Diverted Trips Turning Movement Intersection Reference Number Proposed Driveway

NOT TO LEGEND SCALE I-20 Westbound Exit Ramp 1 Capitol Avenue Capitol (+200) (-200)

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp (+100) +375 2

(+100) +375 -375 (-100) (+100) +375 (-200) 12 3 4

Fulton Street 6 5 -375 (-100) -375 (-100) Driveway Driveway 1 3 4 (-200) (+200)

Driveway 2 Driveway 3 Driveway 4 Driveway 5 15 14 I-75/85 Off Ramp 13 -750 (-200) +750 (+200) Fraser Street (-200) Project Site

Driveway 6 Driveway 7 Pollard Boulevard 17 16 -750 (-200) Hank Aaron Drive I-75/85 (+200) (-200) Central Avenue Pulliam Street

Driveway 8 Driveway 9 Driveway 10 18 19

Driveway 11 20 +750 (+200) -750 (-200) Driveway Driveway 12 7 8 9 (-200) (+200)

Ralph David Abernathy +550 (+200) +550 (+200) Georgia Avenue Boulevard 10 11 (+200) 21 (+200) +550 (+200) -750 (-200) +200

Turner Field Projected 2031 Phase 2 Build Figure Redevelopment DRI Road Diet Diverted Trips 12 N e v A l

a Project r t

n Site e C t S r o y r P

Turner Field Redevelopment Parallel Figure DRI Routes 13 (XX) XX X Traffic Signal Stop Control Removed Roadway Lane Geometry PM PeakHour Traffic Volume Peak AMHour Traffic Volume Proposed Driveway Existing Roadway GeometryLane Intersection Reference Number Build RoadwayLane Geometry (1,504) 573

LEGEND NOT TO 969 (316) 186 (187) SCALE I-20 Westbound Exit Ramp 1 1,144 (924) Capitol Avenue Capitol (357) 173 (663) 527 (674) 110

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(252) 481 2 (72) 80 3 (4) 649 (673) 144 (239) (56) 214 (288) 154 (352) 426 (139) 332 (435) 283 (192) 96 12 (1) 2 (1) 0 (0) 0 3 4 121 (180) 0 (0) 664 (424) 903 (643) 220 (187) 265 (203) 331 (426) Fulton Street 264 (325) 78 (36) 86 (93) 53 (39)

(161) 304 (987) 808 6 (325) 224 5 (1) 3 43 (99) 39 (20) 248 (245) (643) 650 (835) 769 (93) 114 34 (53) 17 (35) 193 (255) 0 (0) 110 (78) (414) 251 438 (298) 547 (408) 102 (50) (532) 286 Driveway Driveway 1 (283) 260 (129) 165 (306) 110 (137) 145 (630) 351 (143) 146 (66) 61 (27) 48 (48) 42

49 (61) 71 (103) 23 (17) 13 (16) Driveway 2 Driveway 3 9 (44) Driveway 4 Driveway 5 15 14

I-75/85 Off Ramp (101) 21 (140) 90 13

718 (271) 13 (13) (54) 51

(23) 14 22 (12) 196 (168) 28 (26) 1,064 (516) 11 (23) (51) 16 (726) 376 (137) 145 Fraser Street (27) 48

Project Site 29 (39) 15 (28) Driveway 6 Driveway 7 Pollard Boulevard 17

16 (140) 90 (23) 14 22 (12) 196 (168) Hank Aaron Drive 1,069 (526) 14 (32) I-75/85 (109) 104 (227) 45 (686) 338 (95) 78 (52) 55 (67) 54 Central Avenue Pulliam Street 74 (86) 24 (36) 12 (18) 28 (19) Driveway 8 12 (13) Driveway 9 Driveway 10 18 19 (45) 31 Driveway 11(67) 52 20

659 (219) 26 (29) (44) 48 1,029 (478) 10 (22)

(21) 4 14 (17) 164 (113) (51) 9 Driveway Driveway 12 (466) 172 (202) 80 (101) 51 7 8 9 (409) 17 (530) 12 (211) 96 (89) 22 (160) 7 (75) 36 (80) 38 (31) 8 (31) (35) 7 (35) (0) 0 (0) 0 423 (103) 104 (32) Ralph David 368 (391) 65 (48) 281 (332) 11 (22) 180 (151) 46 (28) 197 (694) Abernathy 14 (16) 19 (51) Georgia Avenue 245 (304) Boulevard 777 (485) 291 (149) 10 11 (27) 49 (357) 350 (74) 141 (40) 47 21 (134) 161

510 (158) 815 (252) 67 (44) (33) 81 141 (133) 1,001 (114) 151 (135)

107 (144) 136 (63) 72 (43) (500) 245 (137) 103 (595) 297 (369) 108 (347) 221 5 (3) 32 (8) 8 (12) (232) 140 (153) 81 (298) 17

Turner Field Projected 2023 Phase 1 Build Figure Redevelopment DRI Road Diet Conditions 14 (XX) XX X Traffic Signal Removed Roadway Lane Geometry Existing Roadway GeometryLane Stop Control No-Build Roadway 2031 Lane Geometry PM PeakHour Traffic Volume Peak AMHour Traffic Volume Proposed Driveway Intersection Reference Number Build RoadwayLane Geometry (1,715) 824

LEGEND 1,009 (329) NOT TO 223 (212) SCALE I-20 Westbound Exit Ramp 1 1,297 (1,259) Capitol Avenue Capitol (489) 270 (739) 722 (702) 114

I-20 Eastbound Entrance Ramp I-75/85 SB Off Ramp

(403) 713 2 (92) 92 3 (4) 569 (855) 156 (268) (106) 390 (300) 161 (429) 579 (460) 367 (222) 149 (212) 558 12 (1) 0 (0) 0 (1) 2 3 4 161 (301) 0 (0) 754 (589) 1,003 (816) 259 (250) 293 (222) 358 (479) 288 (374) Fulton Street 133 (60) 99 (103) 68 (51)

(1,077) 957 6 (167) 317 (354) 240 5 (0) 0 45 (103) 41 (20) 284 (263)

(686) 706 49 (91) 27 (60)

(138) 194 257 (429) 0 (0) 123 (103) (951) 965 (459) 297 331 (359) 427 (471) 110 (59) (567) 304 Driveway Driveway 1 (326) 350 (176) 258 (399) 163 (107) 104 (183) 221 (611) 407 (214) 249 (38) 80 (74) 72

68 (101) 103 (181) 37 (25) 18 (26) 14 (72) Driveway 2 Driveway 3 Driveway 4 Driveway 5 13 15 14

I-75/85 Off Ramp (185) 33 (246) 128 48 (43) 819 (521) 18 (37) 1,106 (415) 21 (22) (84) 84

(41) 21 38 (21) 233 (260) (86) 23 (770) 444 (147) 150 Fraser Street (79) 93

Project Site 40 (60) 22 (51)Driveway 6 Driveway 7 Pollard Boulevard 17 16 (115) 74 (39) 6 Hank Aaron Drive 24 (27) 197 (166) 841 (538) 24 (50) I-75/85 (135) 130 (290) 51 (722) 373 (131) 67 (55) 89 (99) 94 Central Avenue Pulliam Street 100 (105) 32 (63) 18 (32) 43 (29) Driveway 8 17 (22) Driveway 9 Driveway 10 18 (77) 44 19 Driveway 11 (94) 36 20

977 (332) 44 (43) (64) 79 786 (446) 16 (41)

(51) 22 34 (29) 187 (100) (80) 14 Driveway Driveway 12 (468) 191 (120) 50 (237) 130 (255) 95 (110) 25 (129) 62 7 8 9 (55) 11 (426) 17 (552) 13 (131) 53 (211) 8 (52) 13 (0) 0 (0) 0 118 (40) Ralph David 577 (204) 303 (382) 18 (36) 201 (185) 73 (64) Abernathy 407 (686) 63 (47) 280 (382) 967 (661) 20 (63) Georgia Avenue 208 (745) Boulevard 15 (16) 317 (162) 10 11 21 (182) 188 (28) 51 (383) 381 (87) 155 (61) 81 (48) 106 668 (261) 538 (182) 73 (48) 147 (138) 1,042 (119) 157 (140) 5 (3) 33 (9) 9 (13) (631) 326 (384) 112 (381) 272 111 (150) 355 (75) 91 (55) (573) 283 (159) 127 (264) 149 (159) 84 (354) 17

Turner Field Projected 2031 Phase 2 Build Figure Redevelopment DRI Road Diet Conditions 15 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Table 13: Alternatives Analysis – Road Diet Intersection Levels-of-Service LOS (delay in seconds) Projected 2023 Phase 1 Projected 2031 Phase 2 LOS Build Conditions – Road Diet Build Conditions - Road Diet Intersection Std. AM Peak PM Peak AM Peak PM Peak Control Control Hour Hour Hour Hour Capitol Avenue at I-20 EB 2 D Signal C (20.5) D (35.8) Signal C (32.7) D (54.6) Entrance Ramp Fulton Street at Capitol 5 D Signal C (33.2) D (46.1) Signal D (39.4) D (53.9) Avenue/Hank Aaron Drive Ralph David Abernathy 9 D Signal C (20.5) B (15.9) Signal C (23.3) B (10.7) Boulevard at Pollard Boulevard Ralph David Abernathy 10 Boulevard/Georgia Avenue at D Signal D (52.4) D (44.1) Signal D (53.1) D (50.6) Hank Aaron Drive WB Stop B (14.3) B (10.8) WB Stop D (30.7) B (14.7) 13 Pollard Boulevard at Driveway 2 D SBL A (9.8) A (8.1) SBL B (13.0) A (8.7) Capitol Avenue at Driveway 14 D Signal A (5.6) A (9.4) Signal A (5.6) B (11.8) 3/Driveway 4

16 Capitol Avenue at Driveway 6 D Signal A (3.1) A (2.9) Signal A (9.4) A (3.7)

WB Stop B (13.6) B (10.9) WB Stop D (25.2) B (14.2) 18 Pollard Boulevard at Driveway 8 D SBL A (9.6) A (8.0) SBL B (12.4) A (8.6) Capitol Avenue at Driveway 19 D Signal A (4.3) A (5.3) Signal A (5.8) A (8.4) 9/Driveway 10 SB Stop D (28.0) D (31.1) SB Stop F (61.6) F (97.3) 21 Georgia Avenue at Driveway 12 D EBL A (9.9) A (8.7) EBL B (11.4) A (9.6)

The following sections address improvements that are needed to support a road diet, in the place of any recommendations previously mentioned for these particular intersections.

Based on the Projected 2023 Phase 1 Build conditions with road diet, the following improvements are recommended to support the road diet:

Off-Site Recommendations

· Fulton Street at Capitol Avenue/Hank Aaron Drive (Int. #5) § Restripe the southbound approach as one exclusive left-turn lane, one exclusive through lane, and one exclusive right-turn lane. § Restripe the northbound approach as one exclusive left-turn lane and one shared through/right-turn lane. · Georgia Avenue at Capitol Avenue/Hank Aaron Drive (Int. #10) § Restripe the northbound approach as one exclusive left-turn lane and one shared through/right-turn lane. § Restripe the southbound approach as one exclusive left-turn lane and one shared through/right-turn lane.

011490003 48

November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

Based on the Projected 2031 Phase 2 Build conditions with road diet, the following improvements are recommended:

Off-Site Recommendations

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

8.0 INGRESS/EGRESS ANALYSIS Vehicular access to the Turner Field mixed-use redevelopment is proposed at twelve (12) driveway locations. Site driveway locations are discussed in Section 1.3. Three driveway intersections (five total driveways) are proposed to be signalized in 2023 Phase 1 Build conditions and four driveway intersections (six total driveways) are proposed to be signalized in 2031 Phase 2 Build conditons. The intersection of Fulton Street at Driveway 1 is not recommended to be signalized until GSU completes a proposed parking deck in the northwest corner of the site. Proposed driveway laneages are shown on the site plan in Appendix B. Additional low volume service driveways may be added as the development design advances.

Capacity analyses were performed for the proposed site driveway intersections using Synchro 9.0. The results of the capacity analyses for this intersection (LOS, delay, and recommended laneage) are reported in Sections 6.1 through 6.5. Based on the Projected 2023 Phase 1 Build conditions and Projected 2031 Phase 2 Build conditions, the proposed site driveway intersections are anticipated to operate at an acceptable level-of-service, assuming implementation of the recommended laneage, signalization, and roadway improvements listed in this report.

9.0 IDENTIFICATION OF PROGRAMMED PROJECTS According to ARC’s Transportation Improvement Program, the Atlanta Region’s Plan, GDOT’s Construction Work Program, and local Atlanta projects, the following projects are programmed or planned to be completed by the respective years within the vicinity of the proposed development. The identified projects are listed in Table 14.

Table 14: Programmed Projects Completion # Project ID Description Date I-20 East Transit Initiative – Phase 1: Heavy Rail Transit Extension from Indian Creek MARTA Station to 1 2040 AR-420 Wesley Chapel Road and BRT Transit Service from Five Points MARTA Station to Wesley Chapel Road

SR 154 (Memorial Drive) Corridor Improvements from 2 TBD AT-243 I-75/85 to SR 155 (Candler Road) Ralph David Abernathy/Georgia Avenue Traffic Signals Renew 3 TBD Communication Corridor from Murphy Avenue to ATL Cherokee Avenue Atlanta Atlanta Streetcar Crosstown Outer Loop – Hank Aaron 4 TBD Streetcar Drive

Atlanta Atlanta Streetcar Crosstown Crescent Line – Ralph 5 TBD Streetcar David Abernathy Blvd

Fact sheets for projects 1-5 are provided in Appendix E.

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November 2017 Turner Field Redevelopment DRI #2658 - Transportation Analysis

10.0 INTERNAL CIRCULATION ANALYSIS The proposed site driveways will provide access to buildings and parking on the site. A detailed copy of the proposed site plan is provided in Appendix B and a full-sized site plan is included in the report submittal.

11.0 COMPLIANCE WITH COMPREHENSIVE PLAN ANALYSIS The latest plan, titled Turner Field Stadium Neighborhoods Livable Centers Intiative focuses specifically on the redevelopment of the former Turner Field stadium and associated surface parking to create a mixed-use development. The LCI discusses recommended land uses for the redevelopment of the Turner Field site which includes mixed-use, multi-family housing, office and academic, and student-oriented housing. Additionally, the LCI encourages the addition of parks and plazas throughout the site. The LCI promotes the addition of future transit via a streetcar on Hank Aaron Drive.

The proposed Turner Field redevelopment is mixed use, consisting of of approximately 1,725 multi-family residential units, 775 high-rise residential units, 50 townhomes, 250 senior-living units, 1,500,000 SF office, 700,000 SF retail (635,000 SF shopping center and 65,000 SF supermarket), and 625 hotel rooms. The first phase consists of approximately 2,000 multi-family residential units, 50 townhomes, 750,000 SF office, 350,000 SF retail, and 325 hotel rooms. The proposed redevelopment complies with the LCI recommended land uses and densities. Internal roadways on-site include sidewalks and trees, enhancing pedestrian facilities.

The project site is located one mile south of the Georgia State MARTA rail station, which is served by the Blue and Gold lines seven days a week. Garnett Station, served by the Red and Gold lines, and Five Points station, served by all four lines, are also located within 1.5-miles of the site. MARTA Bus Route 32 runs between Downtown Atlanta and southwest of the city along Bouldercrest Road and runs along Hank Aaron Drive through the project site. Bus Route 55 runs between Downtown Atlanta and Forest Park and runs along Hank Aaron Drive through the project site. Bus route 49 has a bus stop south of Georgia Avenue on Pollard Boulevard, south of the project site. Route 49 runs from Downtown Atlanta to Thomasville Heights.In addition to MARTA service, GSU currently provides shuttle service between the project site and the rest of campus and will likely enhance this service once implements to the GSU site are made.

As identified in the future Streetcar plans as well as the LCI study, the long-term vision of Capitol Avenue/Hank Aaron Drive includes streetcar service.

Additionally, the project site is located in a Region Core and Maturing Neighborhoods area type according to the ARC’s Unified Growth Policy Map (UGPM). The Turner Field redevelopment plan is consistent with the area type and future land use identified. The land use maps are provided in Appendix A.

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November 2017 Appendix A Land Use and Zoning Maps 76 DATE DATE FORMING 77 79 YOR ON 81 74 TED BY CITY : 404.330.6145 ______80 78 75 82 129 1 INCH1 = 400 FEET ENTOF PLANNING 128 8 7 6 5 4 88 89 3 87 2 86 8592 84 83 1 14-075 ERTIFIEDAS INCLUDED 96 95 16 93 94 91 15 90 14 9 13 12 11 10 99 24 98 97 23 22 21 20 103 19 102 101 100 18 17 SPI - Special Public Interest Industrial Historic &Cultural Live-Work Multi-Family QOL Mixed QOL Use Commercial Neighborhood Commercial Residential - Single Family Office Institutional PlannedDevelopment Residential - Duplex Residential - Multi-Family Residential - LimitedCommercial 31 30 28 29 27 109 108 26 107 25 106 105 104 129 32 116 36 37 CITYOF ATLANTA,GA 35 34 115 33 114 113 112 111 110 Base Zoning MUNICIPALCLERK, CMC 122 121 120 42 41 40 39 38 119 118 117 CITYOF ATLANTA,GEORGIA SHEET NO. ______CERTIFICATION 125 48 47 46 45 22 44 43 124 123 129 ______DIRECTOR,BUREAU OFPLANNING 127 ______COUNTY 55 54 53 52 ORDINANCEZ-78-5 51 50 49 126 ______DISTRICT 65 64 63 62 61 59 60 58 57 56 SHEET_____ OF _____ SHEETS This documentwas compiled Auguston 07, 2015 LANDLOTS ______22 72 71 68 67 66 69 70 ZONING ORDINANCE OFFICIAL ZONING MAP Tax Parcels Tax ZoningDistrict Outline Human Service Facilities LBS/HBS Beltline SPI-19 All Others 73 CITY OF ATLANTA, GEORGIA ITY DEVELOPMENTITY :OFFICE OF PLANNING : GIS DIVISION

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O HILLS AVENUE S H 544 687 T 312

H 334

I-2

L W R

330 763 N 773

765 9 E ET U 549 E 264 I 552 543 SA7 P 7

R 775

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T 554 862

272

326 A 560

566 RE

872 9 553 795

03 876 819 558 4 799

809

D 5 823 SPI-18 8 T

HOB S ON STR ON EE

833 T 829

C 14-87

ST 764 768 550

574 762 553

S STREET S 574

M 7

554

915 282 559

N 772 558 559 766 566

MRC-2-C ER

560 565

TR 561 ET C-5-C

Z-08-084 563

564

T 570

571

R 919 925

572

T 881

S 871

Z-06-043 879 T 863 867

555 RG-3-C PET

569

575 588 T

570

GLEN 796

573

580

E 776 78 550

577

R 580 E

5 578

E 577 365 R 584

DDLE STREET

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T 583 581

0 UE 584

T 6 D 585

3 KWELL S N 582

S MI

880

886

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866

804 C N

587

588

S 586

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810 E 590

610 STREET BERYL HOPE STRE

A L

A B

L RO

597

Y 587 596 E

597 AVEN 595

M 595 596

R 776

T W

R 601 602

S 584

E I 601 602 879

585 875 865 869 817 819 813 801 805

F 797 825 R

TON

S 744

N 365 599 720 C 610 668 LW RG-3 E T C-3-C E 0

610 916 E E 0 7

SHE

6 934 910

578 890 906

878 860 872 922

R 2 868

R 864 900 500

NORTHSIDE DRIVE NORTHSIDE 800 820 810

T 796 714 - 850 762 854

609 710

614 556 806 S I 836

G D

R 439 W A Y

R A K A N P L O I T R P O M E A T A2SA-2 N SA-3 RG-3

O 565

600 369 E

I-1

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881

HC-20I 901

HC-20I

603 875

NUE 831 581

757 635 C-1-C

805 795 791 845 839 837

867 636

C-1

629

641

643 630 641 641 E 642

N SA-1

A 644

644

L 649

565 680 904

648 71 645

350 N 4

SA-3 648

A R-5 896

644 900

888 892 880 884

644

M HC-20I

644 652 856

852

HC-20I

876 653 L 651

652 836

E 644 862 868 SA9 654 713 842 846

668 P SA10

14-107

S 644

LILLIANAVENUE

OAKHILL AVENUE OAKHILL

655

SPI-21 656

662 661

644 GILLETTE AVE

917 923 SPI-21 897 644 881 891901 885 556 O-I 875 R-4A Z-06-010 14-109 14-108 658 14-106 RECOGNIZED BY THE CITY OF ATLANTA FORRECOGNIZEDTHE PURPOSES THEBY ATLANTA CITY OF PARCEL BOUNDARIES PARCEL SHOWN ARE SUPPLIED THEBY FULTON 76 DATE DATE FORMING 77 79 YOR ON 81 74 TED BY CITY : 404.330.6145 ______78 75 80 82 129 1 1 INCH = 400 FEET ENTOF PLANNING 128 8 7 6 5 88 87 8996 3 4 8592 84 86 2 83 1 14-043 ERTIFIED ASINCLUDED 95 16 93 94 91 15 90 13 14 9 12 11 10 99 98 24 21 97 23 22 103 20 100 101 19 18 17 SPI - SpecialPublic Interest Commercial Industrial Historic& Cultural Live-Work QOLMulti-Family QOLMixed Use Neighborhood Commercial OfficeInstitutional PlannedDevelopment Residential- Single Family Residential- Duplex Residential- Multi-Family Residential- Limited Commercial 31 30 29 28 27 109 102 108 107 26 25 105 106 104 129 32 116 37 36 CITY OF ATLANTA, GA 34 35 115 114 113 33 112 111 Base Zoning Base MUNICIPAL CLERK, CMC 122 121 120 42 41 40 39 38 119 117 110 118 CITY OF ATLANTA, GEORGIA SHEET NO. ______CERTIFICATION 125 48 47 46 45 14 44 43 124 129 ______DIRECTOR, BUREAU OF PLANNING 127 ______COUNTY 54 55 53 ORDINANCE Z-78-5 ORDINANCE 51 52 50 126 123 49 ______DISTRICT 65 64 63 61 62 59 60 58 57 56 SHEET______OF SHEETS LAND LOTS ______LAND This document was compiled on February 07, 2013 14 71 72 67 66 68 69 70 ZONING ORDINANCE OFFICIAL ZONING MAP Tax Parcels Tax ZoningDistrict Outline Human Service Facilities LBS/HBS Beltline SPI-19 AllOthers 73 CITY OF ATLANTA, GEORGIA ITY DEVELOPMENT OFFICE: OF PLANNING GIS: DIVISION

THISSHEET ______OF ______SHEETS, IS HEREBY C INTHE OFFICIAL ZONING MAPS,ON FILE IN THE DEPARTM AND COMMUNITY DEVELOPMENT,BUREAU OF PLANNING, AND A PART OF THE CITYOF ATLANTA ZONING ORDINANCE ADOP COUNCIL ON DECEMBER 15, 1980 AND APPROVED BY THEMA DECEMBER 19, 1980,AS AMENDED Legend OVERLAYDISTRICTS

460 466 476 480 638 641

492 639 641

550 642 641

320 642 641 634

638 638 7 664 670 640

700 656 386 637

638 699 642

636

638

STREET 633

LDO LDO

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633

631

266 382 634

ENUE AV EAN BER 697

632

630

629

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630 629 627

634 627 633 628 630 634

633 593

624 695

630 E

626 862

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628 628

625 840 541

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E AVEN ROSEDALE

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614 645

620

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465 624 659 469 655

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617 67 V 616

616

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614

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615

617 620 611

616 620 619

620 619 616 613 610

613

609

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610

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609 T 609 610 1 611 1 611 614

605

SA3 614

769

SA-2 615 A 757 763

775 781 787

602 845 851

680 448 605 855 859

606 0 606 605

610 R 603

606

O-I 610 HC-20K

350 E 265

604 U-08-017 NC-7 Z-08-070 604

603 LIAN STRE

HC-20A D

670

607 D AVENUE 602 478 464 14-20

494 484 536 600 546 540 556

L 532

E 468 550 626

I 560 634 590 584 600 698 596 610 Nursing Home

664 692 F 702 604

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314 640 706 14-23

830 684

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812 738 798 772 802

MCDONALD STREET

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872

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902

904 876

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DEL

586 MEWOO 583 R 547 313 531

HC-20A SA5 551

MRC-1-C

585

465 O 543 576 575 487 575 595 585 591 301 547 353 371 503 497 627

580 507 477

517 523 527 557 551 563 567

483

571

570 REET 603 HC-20A SA4 573

573 899

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572 574

R RG-2-C

564 ST

563 Z-06-092 TREET 565 567 564 567 566

L 568

555

563

561 560 564 615 559 E ST

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SEL 560

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348 352 364 358 A 547 374 O A T N T L A 442 Z 448 458 454 464 468 474

550 556 560 508

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HAN

352 500 620

OSAL

584 588 592 614 570

540 543

608

576

R 626 E NU AVE

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P 520

539

NUE VE A PARK PARK

538

535

533 305 531 311 437 433

389 383

467 525 351

347 357 361 367

373 525

441 445

459 455 451 463 910

I-20 521 521

AVENUE

522 PARK 517 ET

516

513

516

513 RE

519 509 510

SA-2 509 507 510

509 ST

915

505

354 362 504 HC-20K 505 358 506 Y

497

350 501

MEMORIAL DRIVE 450 374

499 498

499 502 WOODWARD AVENUE 800 CITYOF: ATLANTA DEPARTMENT OF PLANNINGAND COMMUN

446

DN 440

493 496 494

492 SY

489 351 489

487 491 488

345

475

485

483 359

373 485

363 369

48 481 482

481 480

479

477

T 476

477 445

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475 475 E

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470

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HC-20E 465

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465 466 A

461 ST A

462

459 P

462

Z-06-051 455

462

454

457

455

O 459 T

458

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0 45

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400 450

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A 452 G 445 BRYAN 449

448

442 446 450

448

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GLENWOOD AVENUE A

914 SA-3

438 444 396 P 360 364

352 439

432

437 384 392 14-43

HC-20K A R-5 431 C-1

SA-1

466 M

470 CYCLORA

431 904

428

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CHEROKEE AVENUE CHEROKEE

421 ENUE AV E E KE HERO

351 C 14-45 422 421 395 451

351

437

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351 422 307 423 307 391

418

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423 433

367 357 361 377 371 381

427 418 385 789

351 417 687 351 422 753

416 673

Z-12-004 681 463 609 307 307 1 411

416 903 909 408 467 5 695 351 899

605 416 745 569 727 593 913

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515 529 559 523

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547

7 851 511

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717

733 737 751 416

813 833

415

C-1-C

408 423

410 T

407 PD-MU 307 407

402

406

415 403 EE PLAC

406 417 6 40 405 405

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646 403

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401

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PLAC

D 397 402

AUGUSTA AUGUSTA

8 396 39

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384 401 9 39

434 405

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366 398 378 432 N 9 395

352 39 E

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358 393

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468 395 392 398

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512 552 3 401 508 518 554 CE SA-2

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386 HC-20K 394

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C 704

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724 730

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382

386

383 385 384

384 734 736

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LAND LAND

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RAWLINS

382

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387 378 383 378 545 377 465 ET 379

595 553 389 309 319 345 315

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605 384

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373 375 369 375 363

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371 350 443 439 551 429 375 357 372 371 372

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503 513 P

375 509 379

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371 TRE 715 733

363 471 375 385

725 367 723 739

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370 369 368

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368 371 375

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5 364 GEORGIA AVENU

369 364

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330

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359 359 360

T 6 357 362 E

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ORGE S ORGE

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DGE AVEN 14-42

370 362 C-1 357

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356 353 358

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6 355 355 35

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8 350 498 35 362 546

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310 460 640 348 430 348 344 436 351 320

338 722 726 347 732 736 347

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PD-H

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786 347 341 348

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335 T STREET 343

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Z-06-051 333 521

334 529

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327 337

525 335 I-1

671

559 323 795

359 333 565 501 333 549 543 329 333 332 555

377 567

755

441 333 435

429 437 439 701 697 705

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353 347 351 343 687

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327

PD-H 475 327 609

328 603 635 721

342 359

332

329 679 627 675 683

469

455

623 711 465

C-1 715 729 735 329

320 327 393 749 327 325

328 817

327 324 827 TREET

324

HARDEN 328

395

739 745 329

323 323 325

324

342 326 340 336 338

821 320 321

320 320

334 323

320 319

321 320 320 322

329 326

317 330

322

318 C-2

321 Z-08-041 321 322 317 321

322

2 320 320 NC-7C

PD-H 316

321 325

317

319

322 318

315

320 316

PAUL AVENUE 316 326 328 324

323 316 TREET

318

320 318

320 315 319

618 626 320

317 314 320

622 318

332 315

314 EET

313 316

319 315 319

315

316

318 317

312 311

312 298 EET

6 312 1 311 R T STR T

KEN

307 325

316 314 1 311 313

1 311 315 312 316

308 320 322 550

1 311

318 316

NT 312

31 314

307 313 4

310 309

524 310

554

544 540 548 STREET

305

490 307

592 308

464 308

306 STREET

8 0 309 30 31

AI 307

484 310 9 310

394 30

478 310

306 307

E ST

308 9

310 S 30

307

304

301

303

304 306 302 L

304 300

303 304

12 300

LLION S RG-2 6

3 30

619 625 301

300 635 306 303 ET 303

301

305

303 E 301

390 623

300 280

STR 302

296 S VI 8

29 BASS

296

297 297

291 300

9 297 29

8 299 29 302

8 297 29

BROYLE LITT 301

292

294 UGUSTA AVENUE

OGAN

305

294 PA

503 293

8 296 294

L 499 297

511 507 517 2

288 A 527 531

547 294 489 296

MEMORIAL DRIVE 293

288 541

I-20

485 297

465 297 301

289 68 479 288

678 68 700 294

459 290 916

712 293 622 630 636 716

287 708 618

720

744 453 475

Y Y NOT REPRESENTTHE BOUNDARIES

822 626

730 288

290 286 738 287 860 734

289 287 778

292

291 281

289 866 290

EET

280 L ST L

MARTINLUTHER KING DRIVE JR HIL

290 283

281 281

NC-7 ET 279 STRE ILL H

284

305 279

Z-10-012

280 279 276

276 283

277 280

279

504 276 281

522 282 526

280 532 PD-H

552 281

490 277

518 580 498

486 560

268 737

733

767 276 779

773 757 745

267 721 RG-2-C 749 717

480 301 729

276

272 275 763 271 799 807 861 277 865 624

277

269 707

675

683 364

261 272 HC-20K SA-2 HC-20K

267 272 271 269 386

261 915

320 265

266 693 266

734 275 738 722 770

774

760 750 746 716

1 714 754 756

728

26 266

764 265 265 T EE STR N WOODSO 259 EET 262

SA4 TR

489

509 266

260 273 259

255 737

485 261 250 ILL S 258

H 481 253

SPI-22

251 717

703 255

707 256

254 727 250 721 715 255 731 252

763 255 747 751 745 755 759

2 771 475

5 255

469

2 249 678

682

387 252

457 249 251

453 250

463 251

768 780

241 245

329 242 355

363 718

706 313 351 303

710

246

714 245 722 860

240

734 245 341 239 235 245 T 235 738 764

758 246 744 750 754 GRANT T GRANT 760 48 ER 2 RACE

RG-3

234 233

5 237 E 233 3

2 671

236

237

226 R

230

231 239

T 233 229

236 234 RG-3-C 237

S 233

765

725 729 737 721

769 773 E 733

225 779 308

370 865 352

703 356 378

225 709 713 717 314 318 376

232

386 687 745 360 675 364

691 697 749 382 755

705

232 225 233

225 793 512 224

227 227 787

230

Y 230 759 857 474

228 470 226 801 807

SPI-22 TSA 231

L 230

466

222

221 225

222 222

227

224 226 223

220 L 219 228 217 225

KE 220

221 218

221

215

219 224 218

220

219 209 217 216

214 215

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1 211 674

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214

1 211

762 776 212 704 712 210

708 211 215 716 720 216 212

205 694 688 T 698

511 501 505 515 475

786 521 790 794 479 495

Z-06-051

CONNALLY STREET CONNALLY 201

529 ROKEE PLAC

208

206 205

207 196 200 207 205

206

202

201 200 201

203 202 201

196 C 468 466

472 492

516 480 514 510 508 476

RG-4 200

200 520 197 524

198 197

CONNALLY STREET CONNALLY

195

196

LONCOUR 191

194

193

192

175 189 176

C 185

14-55 173 185

DIL 188 187

431 188

A 187 190

499 531 174 485

471 503 535

513 515

L 183 178

171 609 601

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457 184 463 467

186

523 183 183

527 176 579 181 172

175 P

595 179 593 597 581 585 571 575

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495

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169 170

178 179

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177

T 165

174

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165

L 176 D STREET 175 176

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174

175

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Z-06-051 A AVENUE

164 CONNA

173

E 172 163

164

162 N

161 170 172 159 160

EET 171 I STR I

R A

161

7 9 161

160 3 SPI-22 SA1 169

166

T 162 NT

168 EET 168 167 U 167

157 159

ALLY STREET 160

155

159 N 161

164

163

160

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155

N E STREET 157

154

151 152 154 153

E WAY 160

ORMO

160

153 155 151 155

157 V 157

570 582

574 ATLA

158 157

586 154

N 150 568 146

153 T 154

151

156 A 153 154

145 UE

148

URT

147 D 145

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140

149 153 CON 149 3 154 140

175 15

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139

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133 138

137

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128 AVEN D NFIELD SOUTHAVENUE GREE

143

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138

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135

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R-4B-C 139 132

121 ORCHA

128

136

140

N 139

WOODWARD AVENUE T 138 136

ICHA 135

RIC

127

E 138

1 116

1 115 R

126

SPI-22 134

R-4B-C 132

136 124 133

L 14-54 133

125 132 380 131

565 135

585

569 573 577 581 129

G 124 124 859 0

1 119

130

130 121 127

125 127

2 128

128 121

T E E ENN STREET N MARTI 434

- 122 R

1 117

I 121

GEORGIA 14-53 432

K 126

518 0

123

123 124

500 532 117 484 488 492 496

1 118 OR DEKALB COUNTYASSESSOR. TAX THESE BOUNDARIES MA 540 528 536

1 113 592

LOVE STREET 117 798

576 588 590 124

58 584 T

546 120

768

STREET

MARTIN 756 760 764 S 118 752 OF ISSUING BUILDINGPERMITS. 776 1 117 748 119

112

107 549

N 95

820 826

802 116 441 1 114

1 111 860 113

810

103 113

862 794 453

102 798 O 103 102

525 108 090 105 371 102 S TREET

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521 527 S MARTIN

481

559 569

585 593 581

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0 99 100 609 631 601 747 102

100

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733 705 707

765 763

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100

102 585 96 96 105

102

797

595

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789

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81 718 724

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596 95 566 570 576

590 586 574 598 726

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C-1

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979 750

878

RRY STREET RRY TE 979

REET E T KELLY S KELLY

494 080

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595 777

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393 R 85

494

RG-3 87

989

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474

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Z-06-051 78

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272 584 560 570 574 373 T 775 596 586 588 604

STREE 580 72 696 676 A 63

602

67 684

674 680 640

63 S HAMMOCK PLA 618

REET T

T S REED L 71

R 74 171

PD-MU 73

070

MEMORIAL DRIVE 72

C 61

868 61 R-5-C 959

N 58

858

MRC-1-C 67 LUMKIN STREET

705

713 715 464 57 709 669 721 66

O 68 868 767

495 66 501 656 57

REE 67

561 567

666 54

22 65 T 262 57 511

505 503 499 493 489

60 65 639

555 579

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563

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62 619 262

FRASE 56 62

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RG-3

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502 504 55 496

490 616 555

353 450 486 814 56 494 672 820 2 949 48 51 566 56 510 762 474 506 582 542 562 586 548 484 706 710 480 500 718 60 702 Z-04-064 488

722 626 564 622 772

824 714

676 492 696 690

748 51 694 746 776 802 780 646 768 782 808 FRASER STREET FRASER ENN STREET

SA3

L C-1-C 545

39 FRASER STREET

G 44

CRUMLEY S 44 SPI-22

141 242 141 737 242

711 671 737

701

823 838

781 38

733

791 801 805 35

795 685 681

721 729 775

679 723 36 232

29 771 761

434

030

819 34

R-4A 31

929 813

030 RG-2 28

929

25 711

424 REET

626

828 727 450 25

626 Z-06-023

445 TREET

857 20

S 19 8

919 020

LE S

898 756

BASS 9

LITT

804 822 860 696 682 686 864 816

794 MR-3-C

CAPITOL AVENUE CAPITOL 834 846

HANK AARON DRIVE AARON HANK Z-06-023 RG-2 HANK AARON DRIVE AARON HANK Z-06-023

UE 865 911 915

ET MRC-3-C 919

811

891 Z-07-038 521

445 MRC-1-C 875

RG-4 926

RG-3 0 830 898 14-76

ATLANTA AVEN

904 908 14-77 2 912

ORMOND STRE 14-75

SA1

DOWNTOWN CONNECTOR DOWNTOWN SPI-1 STREET CREW 14-74 RECOGNIZED BYTHE CITYOFFOR ATLANTA THEPURPOSES PARCELBOUNDARIES SHOWNARE SUPPLIED BYTHE FULTON Atlanta Zoning Districts - Complete Listing Adapted from the City of Atlanta Zoning Ordinance

District Description BL Beltline overlay distric t C-1 Community business C-2 Commercial service C-3 Commercial-residential C-4 Central area commercial-residential C-5 Central business district support HBS Historic building or site HD-20G West End historic district HD-20I Adair Park historic district HD-20J Whittier Mill historic district HD-20K Grant Park historic district HD-20L Inman Park historic district HD-20M Oakland City historic district I-1 Light industrial I-2 Heavy industrial LBS Landmark building or site LD-20A Cabbagetown landmark district LD-20B Druid Hills landmark district LD-20C Martin Luther King, Jr. landmark district LD-20D Washington Park landmark district LD-20E Oakland Cemetery landmark district LD-20F Baltimore Block landmark district LD-20H Hotel Row landmark district LD-20N Castleberry Hill landmark district LW Live-Work MR-1 Multi-family residential, maximum floor area ratio of 0.162 MR-2 Multi-family residential, maximum floor area ratio of 0.348 MR-3 Multi-family residential, maximum floor area ratio of 0.696 MR-4A Multi-family residential, maximum floor area ratio of 1.49 MR-4B Multi-family residential (townhouses), maximum floor area ratio of 1.49 MR-5A Multi-family residential, maximum floor area ratio of 3.2 MR-5B Multi-family residential next to single-family districts, maximum FAR of 3.2 MR-6 Multi-family residential, maximum floor area ratio of 6.4 MRC-1 Mixed residential and commercial, maximum floor area ratio of 1.696 MRC-2 Mixed residential and commercial, maximum floor area ratio of 3.196 MRC-3 Mixed residential and commercial, maximum floor area ratio of 7.2 NC Neighborhood commercial NC-1 Little Five Points Neighborhood Commercial NC-2 East Atlanta Neighborhood Commercial NC-3 Kirkwood Neighborhood Commercial NC-4 Cheshire Bridge North Neighborhood Commercial NC-5 Cheshire Bridge South Neighborhood Commercial O-I Office-Institutional PD-H Planned housing development (single-family or multi-family) PD-MU Mixed-use planned development PD-OC Office-commercial planned development R-1 Single-family residential, minimum lot size 2 acres R-2 Single-family residential, minimum lot size 1 acre R-2A Single-family residential, minimum lot size 0.69 acres R-2B Single-family residential, minimum lot size 0.64 acres R-3 Single-family residential, minimum lot size 0.41 acres R-3A Single-family residential, minimum lot size 0.31 acres R-4 Single-family residential, minimum lot size 0.21 acres R-4A Single-family residential, minimum lot size 0.17 acres R-4B Single-family residential, minimum lot size 0.06 acres R-5 Two-family residential, minimum lot size 0.17 acres Atlanta Zoning Districts - Complete Listing Adapted from the City of Atlanta Zoning Ordinance

District Description RG-1 General (multi-family) residential, maximum floor area ratio of 0.162 RG-2 General (multi-family) residential, maximum floor area ratio of 0.348 RG-3 General (multi-family) residential, maximum floor area ratio of 0.696 RG-4 General (multi-family) residential, maximum floor area ratio of 1.49 RG-5 General (multi-family) residential, maximum floor area ratio of 3.2 RG-6 General (multi-family) residential, maximum floor area ratio of 6.4 R-LC Residential with limited commercial, maximum floor area ratio of 0.348 SPI-1 Special Public Interest District: Central Core SPI-5 Special Public Interest District: Inman Park SPI-6 Special Public Interest District: Poncey-Highland SPI-7 Special Public Interest District: Candler Park SPI-8 Special Public Interest District: Home Park SPI-9 Special Public Interest District: Buckhead Commercial Core SPI-11 Special Public Interest District: Vine City and Ashby Station SPI-12 Special Public Interest District: Buckhead/Lenox Station SPI-14 Special Public Interest District: Berkeley Park SPI-15 Special Public Interest District: Lindbergh Transit Station Area SPI-16 Special Public Interest District: Midtown SPI-17 Special Public Interest District: Piedmont Avenue SPI-18 Special Public Interest District: Mechanicsville SPI-19 Special Public Interest District: Buckhead Peachtree Corridor SPI-20 Special Public Interest District: Greenbriar SPI-21 Special Public Interest District: Historic West End/Adair Park SPI-22 Special Public Interest District: Memorial Drive/Oakland Cemetery

• When one of the above district names is followed by -C (OI-C or MRC-1-C, for example), it indicates a conditional zoning with requirements elaborated in a specific ordinance passed by City Council.

• When one of the above district names is followed by SA (SPI-11 SA2 or LD-20A SA1, for example), it indicates a sub-area that has requirements different from or in addition to those for the district as a whole.

• Floor area ratio is the number of square feet in a building divided by the square footage of the building lot. An FAR of 0.5, for example, represents a one-story building that covers half of its lot, a two-story building that covers one fourth of its lot, and so on. The maximum floor area ratio can be exceeded with bonuses in some districts. Mixed Residential Commercial (MRC) Ordinance Fact Sheet

The Mixed Residential Commercial (MRC) District is an important tool for creating districts that promote a mixture of residential and commercial uses. The purpose of this district is to provide an appropriate balance and scale of commercial uses which meet the needs of residents in the district as well as surrounding residential districts, and to encourage significant infill multi-family residential uses within areas that have traditionally contained a predominance of commercial uses.

Current commercial district regulations have resulted in mono-use, automobile-oriented strip retail, service, and office uses which are intended to serve larger areas of the City than a single neighborhood or a small group of neighborhoods, while also discouraging residential infill development. In many areas of the City, huge parking lots and blank walls have replaced pedestrian-scale streets. This type of development has contributed to the destruction of the traditional mixed-use character of many of our intown commercial districts. The new MRC district would protect and rebuild our commercial districts by establishing appropriately designed and scaled commercial uses mixed with significant residential uses in a pedestrian-friendly manor. The district regulations include design standards with minimum requirements for sidewalks, street trees, shop fronts located adjacent to sidewalks, and parking that is located to the rear or side of buildings.

The MRC district establishes the following minimum requirements to protect and revitalize existing commercial districts: • Establishment of a compatible mix of commercial and residential uses. • Maximum block face lengths. • Requirements for sidewalks and street trees. • Permit shared parking arrangements.

City staff will be available to work with neighborhoods, businesses and property owners, to determine if a property is appropriate for a MRC district. This district is intended to be an alternative to the existing commercial C-1, C-2, and C-3 districts. The rezoning of any properties to the MRC designation will follow the standard process for rezonings of going to the Zoning Committee of Council, the affected NPU, the Zoning Review Board, back to the Zoning Committee of Council and finally to the full City Council. This process takes a minimum of three months to complete.

For questions/comments please contact the Bureau of Planning at 404/330-6145, or visit our website for a copy of the ordinance at:

www.ci.atlanta.ga.us/citydir/dpdnc/current.htm

City of Atlanta, Department of Planning, Development and Neighborhood Conservation Atlanta Region Unified Growth Policy Map

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! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !

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! Station Communities Lakes & Ponds Entertainment/Receration Aerotropolis ! Interstates & Ltd Access Facilities Community Activity Center Major Retail Attractor Region Core Regional Strategic Facilities Crossroad Community University District Regional Employment Corridors High Capacity Regional Transit Industrial/Logistics Areas Wellness District Maturing Neighborhoods Strategic New Alignments Town Center Redevelopment Corridors Established Suburbs Counties Regional Center Developing Suburbs MARTA Rail Regional Town Center Developing Rural I Date: Aug 16th, 2010 Rural Areas

Atlanta Regional Commission Appendix B Proposed Site Plan

Appendix C Trip Generation Analysis Trip Generation Analysis (9th Ed.) Turner Field Redevelopment - Phase One DRI Atlanta, GA Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Proposed Site Traffic 220 Apartment 1,350 d.u. 8,305 665 133 532 760 494 266 222 High-Rise Apartment 650 d.u. 2,633 195 49 146 220 134 86 230 Residential Condominium/Townhouse 50 d.u. 291 22 4 18 26 17 9 310 Hotel 300 rooms 2,451 159 94 65 180 92 88 710 General Office Building 750,000 s.f. 6,071 959 844 115 918 156 762 820 Shopping Center 317,500 s.f. gross leasable area 14,390 305 189 116 1,299 624 675 850 Supermarket 32,500 s.f. 3,323 111 69 42 308 157 151

Gross Trips 37,464 2,416 1,382 1,034 3,711 1,674 2,037 Residential Trips 11,229 882 186 696 1,006 645 361 Mixed-Use Reductions -1,504 -25 -4 -21 -333 -230 -103 Alternative Mode Reductions -2,431 -214 -46 -169 -168 -104 -65 Adjusted Residential Trips 7,294 643 136 506 505 311 193

Hotel Trips 2,451 159 94 65 180 92 88 Mixed-Use Reductions -328 -34 0 -34 -41 -27 -14 Alternative Mode Reductions -531 -31 -24 -8 -35 -16 -19 Adjusted Hotel Trips 1,592 94 70 23 104 49 55

Office Trips 6,071 959 844 115 918 156 762 Mixed-Use Reductions -681 -105 -73 -32 -108 -31 -77 Alternative Mode Reductions -1,348 -214 -193 -21 -203 -31 -171 Adjusted Office Trips 4,042 640 578 62 607 94 514

Retail Trips 17,713 416 258 158 1,607 781 826 Mixed-Use Reductions -2,391 -86 -48 -38 -402 -154 -248 Alternative Mode Reductions -3,831 -83 -53 -30 -301 -157 -145 Pass By Reductions (Based on ITE Rates) -3,907 0 0 0 -307 -154 -154 Adjusted Retail Trips 7,584 247 157 90 597 316 279

Restaurant Trips 0 0 0 0 0 0 0 Mixed-Use Reductions 0 0 0 0 0 0 0 Alternative Mode Reductions 0 0 0 0 0 0 0 Pass By Reductions (Based on ITE Rates) 0 0 0 0 0 0 0 Adjusted Restaurant Trips 0 0 0 0 0 0 0

Other Non-Residential Trips 0 0 0 0 0 0 0 Mixed-Use Reductions 0 0 0 0 0 0 0 Alternative Mode Reductions 0 0 0 0 0 0 0 Adjusted Other Non-Residential Trips 0 0 0 0 0 0 0

Mixed-Use Reductions - TOTAL -4,904 -250 -125 -125 -884 -442 -442 Alternative Mode Reductions - TOTAL -8,141 -542 -316 -228 -707 -308 -400 Pass-By Reductions - TOTAL -3,907 0 0 0 -307 -154 -154 New Trips 20,512 1,624 941 681 1,813 770 1,041 Driveway Volumes 24,419 1,624 941 681 2,120 924 1,195 Trip Generation Analysis (9th Ed.) Turner Field Redevelopment - Entire Build-Out DRI Atlanta, GA Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Proposed Site Traffic 220 Apartment 1,725 d.u. 10,577 849 170 679 966 628 338 222 High-Rise Apartment 775 d.u. 3,047 232 58 174 260 159 101 230 Residential Condominium/Townhouse 50 d.u. 291 22 4 18 26 17 9 252 Senior Adult Housing - Attached 250 d.u. 766 50 17 33 62 33 29 310 Hotel 625 rooms 5,106 331 195 136 375 191 184 710 General Office Building 1,500,000 s.f. 10,281 1,670 1,470 200 1,758 299 1,459 820 Shopping Center 635,000 s.f. gross leasable area 22,581 481 298 183 2,067 992 1,075 850 Supermarket 65,000 s.f. 6,646 221 137 84 566 289 277

Gross Trips 59,295 3,856 2,349 1,507 6,080 2,608 3,472 Residential Trips 14,681 1,153 249 904 1,314 837 477 Mixed-Use Reductions -2,245 -32 -5 -27 -542 -381 -161 Alternative Mode Reductions -3,109 -280 -61 -219 -193 -114 -79 Adjusted Residential Trips 9,327 841 183 658 579 342 237

Hotel Trips 5,106 331 195 136 375 191 184 Mixed-Use Reductions -781 -61 0 -61 -72 -46 -26 Alternative Mode Reductions -1,081 -68 -49 -19 -76 -36 -40 Adjusted Hotel Trips 3,244 202 146 56 227 109 118

Office Trips 10,281 1,670 1,470 200 1,758 299 1,459 Mixed-Use Reductions -1,126 -177 -121 -56 -177 -46 -131 Alternative Mode Reductions -2,289 -373 -337 -36 -395 -63 -332 Adjusted Office Trips 6,866 1,120 1,012 108 1,186 190 996

Retail Trips 29,227 702 435 267 2,633 1,281 1,352 Mixed-Use Reductions -3,946 -146 -82 -64 -667 -256 -411 Alternative Mode Reductions -6,320 -139 -88 -51 -492 -256 -235 Pass By Reductions (Limited by GRTA 15% Rule) -5,664 0 0 0 -479 -240 -240 Adjusted Retail Trips 13,297 417 265 152 995 529 466

Restaurant Trips 0 0 0 0 0 0 0 Mixed-Use Reductions 0 0 0 0 0 0 0 Alternative Mode Reductions 0 0 0 0 0 0 0 Pass By Reductions (Limited by GRTA 15% Rule) 0 0 0 0 0 0 0 Adjusted Restaurant Trips 0 0 0 0 0 0 0

Other Non-Residential Trips 0 0 0 0 0 0 0 Mixed-Use Reductions 0 0 0 0 0 0 0 Alternative Mode Reductions 0 0 0 0 0 0 0 Adjusted Other Non-Residential Trips 0 0 0 0 0 0 0

Mixed-Use Reductions - TOTAL -8,098 -416 -208 -208 -1,458 -729 -729 Alternative Mode Reductions - TOTAL -12,799 -860 -535 -325 -1,156 -469 -686 Pass-By Reductions - TOTAL -5,664 0 0 0 -479 -240 -240 New Trips 32,734 2,580 1,606 974 2,987 1,170 1,817 Driveway Volumes 38,398 2,580 1,606 974 3,466 1,410 2,057 Appendix D Intersection Volume Worksheets INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at I-20 WB Exit Ramp AM PEAK HOUR

Capitol Avenue Capitol Avenue I-20 WB Exit Ramp Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 846 0 219 0 133 936 Pedestrians 0 0 8 Conflicting Pedestrians 0 8 8 0 0 0 0 0 Heavy Vehicles 42 0 30 0 2 Heavy Vehicle % 0% 5% 0% 0% 0% 14% 0% 0% 0% 0% 0% 0% 2% 0% 2% 0% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2016 Volumes 0 846 0 0 0 219 0 0 0 0 0 0 133 0 936 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 876 0 0 0 227 0 0 0 0 0 0 138 0 969 0

Project Trips Trip Distribution IN 35% 5% Trip Distribution OUT 38% Residential Trips 0 192 0 0 0 48 0 0 0 0 0 0 7 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Hotel Trips 0 9 0 0 0 25 0 0 0 0 0 0 4 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Office Trips 0 24 0 0 0 202 0 0 0 0 0 0 29 0 0 0

Trip Distribution IN 45% 5% Trip Distribution OUT 48% Retail Trips 0 43 0 0 0 71 0 0 0 0 0 0 8 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 268 0 0 0 346 0 0 0 0 0 0 48 0 0 0

2023 Buildout Total 0 1,144 0 0 0 573 0 0 0 0 0 0 186 0 969 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 484 0 1,162 0 143 305 Pedestrians 0 0 24 Conflicting Pedestrians 0 24 24 0 0 0 0 0 Heavy Vehicles 31 29 6 4 Heavy Vehicle % 0% 6% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 4% 0% 2% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 Adjustment Adjusted 2016 Volumes 0 484 0 0 0 1162 0 0 0 0 0 0 143 0 305 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 501 0 0 0 1,203 0 0 0 0 0 0 148 0 316 0

Project Trips Trip Distribution IN 35% 5% Trip Distribution OUT 38% Residential Trips 0 73 0 0 0 109 0 0 0 0 0 0 16 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Hotel Trips 0 21 0 0 0 17 0 0 0 0 0 0 2 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Office Trips 0 195 0 0 0 33 0 0 0 0 0 0 5 0 0 0

Trip Distribution IN 45% 5% Trip Distribution OUT 48% Retail Trips 0 134 0 0 0 142 0 0 0 0 0 0 16 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 423 0 0 0 301 0 0 0 0 0 0 39 0 0 0

2023 Buildout Total 0 924 0 0 0 1,504 0 0 0 0 0 0 187 0 316 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #1 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Pollard Boulevard/I-20 EB Entrance Ramp AM PEAK HOUR

Capitol Avenue Capitol Avenue Pollard Boulevard I-20 EB Entrance Ramp Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 3 681 126 0 106 265 34 0 151 58 14 0 Pedestrians 1 0 8 12 Conflicting Pedestrians 8 12 12 8 0 1 1 0 Heavy Vehicles 0 32 5 0 3 32 2 0 17 1 0 0 Heavy Vehicle % 2% 5% 4% 0% 3% 12% 6% 0% 11% 2% 2% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 3 681 126 0 106 265 34 0 151 58 14 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 3 705 130 0 110 274 35 0 156 60 14 0 0 0 0 0

Project Trips Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Residential Trips 0 91 10 0 0 27 27 0 101 15 0 0 0 0 0 0

Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Hotel Trips 0 4 0 0 0 14 14 0 5 1 0 0 0 0 0 0

Trip Distribution IN 30% 10% Trip Distribution OUT 27% 3% 11% 2% Office Trips 0 17 2 0 0 173 58 0 7 1 0 0 0 0 0 0

Trip Distribution IN 25% 25% Trip Distribution OUT 35% 2% 13% 3% Retail Trips 0 32 2 0 0 39 39 0 12 3 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 144 14 0 0 253 138 0 125 20 0 0 0 0 0 0

2023 Buildout Total 3 849 144 0 110 527 173 0 281 80 14 0 0 0 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 4 426 206 0 651 612 45 0 57 44 6 0 Pedestrians 0 0 20 25 Conflicting Pedestrians 20 25 25 20 0 0 0 0 Heavy Vehicles 0 16 1 0 2 33 2 0 15 0 0 0 Heavy Vehicle % 2% 4% 2% 0% 2% 5% 4% 0% 26% 2% 2% 0% 0% 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 Adjustment Adjusted 2016 Volumes 4 426 206 0 651 612 45 0 57 44 6 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 4 441 213 0 674 634 47 0 59 46 6 0 0 0 0 0

Project Trips Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Residential Trips 0 35 4 0 0 62 62 0 39 6 0 0 0 0 0 0

Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Hotel Trips 0 10 1 0 0 10 10 0 11 2 0 0 0 0 0 0

Trip Distribution IN 30% 10% Trip Distribution OUT 27% 3% 11% 2% Office Trips 0 139 15 0 0 28 9 0 57 10 0 0 0 0 0 0

Trip Distribution IN 25% 25% Trip Distribution OUT 35% 2% 13% 3% Retail Trips 0 98 6 0 0 79 79 0 36 8 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 282 26 0 0 179 160 0 143 26 0 0 0 0 0 0

2023 Buildout Total 4 723 239 0 674 813 207 0 202 72 6 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #2 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

I-85 SB Off Ramp at Fulton Street AM PEAK HOUR

I-85 SB Off Ramp Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 213 149 581 0 287 0 Pedestrians 3 0 Conflicting Pedestrians 0 0 0 0 3 0 0 3 Heavy Vehicles 8 4 24 0 12 0 Heavy Vehicle % 0% 0% 0% 0% 4% 0% 3% 0% 0% 4% 0% 0% 0% 4% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 Adjustment Adjusted 2016 Volumes 0 0 0 0 213 0 149 0 0 581 0 0 0 287 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 221 0 154 0 0 602 0 0 0 297 0 0

Project Trips Trip Distribution IN 30% 5% Trip Distribution OUT 5% Residential Trips 0 0 0 0 41 0 0 0 0 7 0 0 0 25 0 0

Trip Distribution IN 30% 5% Trip Distribution OUT 5% Hotel Trips 0 0 0 0 21 0 0 0 0 4 0 0 0 1 0 0

Trip Distribution IN 22% 5% Trip Distribution OUT 5% Office Trips 0 0 0 0 127 0 0 0 0 29 0 0 0 3 0 0

Trip Distribution IN 10% 5% Trip Distribution OUT 5% Retail Trips 0 0 0 0 16 0 0 0 0 8 0 0 0 5 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 205 0 0 0 0 48 0 0 0 34 0 0

2023 Buildout Total 0 0 0 0 426 0 154 0 0 650 0 0 0 331 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 184 278 583 0 360 0 Pedestrians 1 0 Conflicting Pedestrians 0 0 0 0 1 0 0 1 Heavy Vehicles 5 15 13 0 7 0 Heavy Vehicle % 0% 0% 0% 0% 3% 0% 5% 0% 0% 2% 0% 0% 0% 2% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 Adjustment Adjusted 2016 Volumes 0 0 0 0 184 0 278 0 0 583 0 0 0 360 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 191 0 288 0 0 604 0 0 0 373 0 0

Project Trips Trip Distribution IN 30% 5% Trip Distribution OUT 5% Residential Trips 0 0 0 0 93 0 0 0 0 16 0 0 0 10 0 0

Trip Distribution IN 30% 5% Trip Distribution OUT 5% Hotel Trips 0 0 0 0 15 0 0 0 0 2 0 0 0 3 0 0

Trip Distribution IN 22% 5% Trip Distribution OUT 5% Office Trips 0 0 0 0 21 0 0 0 0 5 0 0 0 26 0 0

Trip Distribution IN 10% 5% Trip Distribution OUT 5% Retail Trips 0 0 0 0 32 0 0 0 0 16 0 0 0 14 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 161 0 0 0 0 39 0 0 0 53 0 0

2023 Buildout Total 0 0 0 0 352 0 288 0 0 643 0 0 0 426 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #3 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

I-85 NB Off Ramp/I-85 NB On Ramp at Fulton Street AM PEAK HOUR

I-85 NB Off Ramp I-85 NB On Ramp Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 42 38 201 294 498 0 222 465 0 Pedestrians 0 2 0 0 Conflicting Pedestrians 0 0 0 0 2 0 0 2 Heavy Vehicles 2 0 3 19 15 0 8 4 0 Heavy Vehicle % 5% 2% 2% 0% 0% 0% 0% 0% 6% 3% 0% 0% 0% 4% 2% 0% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2016 Volumes 42 38 201 0 0 0 0 0 294 498 0 0 0 222 465 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 43 39 208 0 0 0 0 0 304 516 0 0 0 230 482 0

Project Trips Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Residential Trips 0 0 7 0 0 0 0 0 0 48 0 0 0 25 152 0

Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Hotel Trips 0 0 4 0 0 0 0 0 0 25 0 0 0 1 7 0

Trip Distribution IN 5% 27% Trip Distribution OUT 5% 22% Office Trips 0 0 29 0 0 0 0 0 0 156 0 0 0 3 14 0

Trip Distribution IN 15% Trip Distribution OUT 5% 10% Retail Trips 0 0 0 0 0 0 0 0 0 24 0 0 0 5 9 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 40 0 0 0 0 0 0 253 0 0 0 34 182 0

2023 Buildout Total 43 39 248 0 0 0 0 0 304 769 0 0 0 264 664 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 96 19 214 155 615 0 263 201 0 Pedestrians 0 1 0 0 Conflicting Pedestrians 0 0 0 0 1 0 0 1 Heavy Vehicles 1 0 0 5 13 0 6 1 0 Heavy Vehicle % 2% 2% 2% 0% 0% 0% 0% 0% 3% 2% 0% 0% 0% 2% 2% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 Adjustment Adjusted 2016 Volumes 96 19 214 0 0 0 0 0 155 615 0 0 0 263 201 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 99 20 222 0 0 0 0 0 161 637 0 0 0 272 208 0

Project Trips Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Residential Trips 0 0 16 0 0 0 0 0 0 109 0 0 0 10 58 0

Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Hotel Trips 0 0 2 0 0 0 0 0 0 17 0 0 0 3 17 0

Trip Distribution IN 5% 27% Trip Distribution OUT 5% 22% Office Trips 0 0 5 0 0 0 0 0 0 25 0 0 0 26 113 0

Trip Distribution IN 15% Trip Distribution OUT 5% 10% Retail Trips 0 0 0 0 0 0 0 0 0 47 0 0 0 14 28 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 23 0 0 0 0 0 0 198 0 0 0 53 216 0

2023 Buildout Total 99 20 245 0 0 0 0 0 161 835 0 0 0 325 424 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #4 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Fulton Street AM PEAK HOUR

Capitol Avenue Capitol Avenue Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 500 665 88 0 18 164 64 201 184 134 0 69 141 35 0 Pedestrians 5 7 6 10 Conflicting Pedestrians 6 10 10 6 7 5 5 7 Heavy Vehicles 8 28 2 0 0 24 2 0 4 6 5 0 4 2 2 0 Heavy Vehicle % 2% 4% 2% 0% 2% 15% 3% 0% 2% 3% 4% 0% 6% 2% 6% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 Adjustment Adjusted 2016 Volumes 500 665 88 0 18 164 64 0 201 184 134 0 69 141 35 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 518 689 91 0 19 170 66 0 208 191 139 0 71 146 36 0

Project Trips Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Residential Trips 101 35 10 0 7 20 0 0 10 15 19 0 0 55 56 0

Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Hotel Trips 5 2 0 0 4 11 0 0 0 8 10 0 0 4 3 0

Trip Distribution IN 10% 10% 10% 5% 15% 2% 1% Trip Distribution OUT 15% 14% 1% 1% 1% 7% 15% Office Trips 9 9 1 0 58 58 58 0 1 30 87 0 12 10 9 0

Trip Distribution IN 5% 15% 5% 3% 3% 2% Trip Distribution OUT 5% 13% 5% 2% 5% 19% Retail Trips 5 12 0 0 8 24 8 0 5 7 5 0 3 5 17 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 120 58 11 0 77 113 66 0 16 60 121 0 15 74 85 0

2023 Buildout Total 638 747 102 0 96 283 132 0 224 251 260 0 86 220 121 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 200 321 39 0 144 459 62 0 291 338 202 0 82 98 22 0 Pedestrians 5 10 11 11 Conflicting Pedestrians 11 11 11 11 10 5 5 10 Heavy Vehicles 3 15 2 0 1 27 2 0 3 2 9 0 2 2 0 0 Heavy Vehicle % 2% 5% 5% 0% 2% 6% 3% 0% 2% 2% 4% 0% 2% 2% 2% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 Adjustment Adjusted 2016 Volumes 200 321 39 0 144 459 62 0 291 338 202 0 82 98 22 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 207 332 40 0 149 475 64 0 301 350 209 0 85 101 23 0

Project Trips Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Residential Trips 39 14 4 0 16 47 0 0 4 34 44 0 0 28 21 0

Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Hotel Trips 11 4 1 0 2 7 0 0 1 5 7 0 0 7 6 0

Trip Distribution IN 10% 10% 10% 5% 15% 2% 1% Trip Distribution OUT 15% 14% 1% 1% 1% 7% 15% Office Trips 77 72 5 0 9 9 9 0 5 10 14 0 2 37 77 0

Trip Distribution IN 5% 15% 5% 3% 3% 2% Trip Distribution OUT 5% 13% 5% 2% 5% 19% Retail Trips 14 36 0 0 16 47 16 0 14 15 9 0 6 14 53 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 141 126 10 0 43 110 25 0 24 64 74 0 8 86 157 0

2023 Buildout Total 348 458 50 0 192 585 89 0 325 414 283 0 93 187 180 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #5 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Fulton Street AM PEAK HOUR

Fraser Street Fraser Street Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 44 0 86 0 0 0 2 0 3 264 31 0 31 231 0 0 Pedestrians 3 3 1 2 Conflicting Pedestrians 1 2 2 1 3 3 3 3 Heavy Vehicles 2 0 0 0 0 0 1 0 1 6 4 0 0 7 0 0 Heavy Vehicle % 5% 0% 2% 0% 0% 0% 50% 0% 33% 2% 13% 0% 2% 3% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 Adjustment Adjusted 2016 Volumes 44 0 86 0 0 0 2 0 3 264 31 0 31 231 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 46 0 89 0 0 0 2 0 3 273 32 0 32 239 0 0

Project Trips Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Residential Trips 106 0 15 0 0 0 0 0 0 10 22 0 3 4 0 0

Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Hotel Trips 5 0 1 0 0 0 0 0 0 0 11 0 1 2 0 0

Trip Distribution IN 15% 2% 3% Trip Distribution OUT 22% 3% 2% Office Trips 14 0 2 0 0 0 0 0 0 1 87 0 12 17 0 0

Trip Distribution IN 8% 3% 2% Trip Distribution OUT 24% 3% 2% Retail Trips 22 0 3 0 0 0 0 0 0 2 13 0 5 3 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 147 0 21 0 0 0 0 0 0 13 133 0 21 26 0 0

2023 Buildout Total 193 0 110 0 0 0 2 0 3 286 165 0 53 265 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 21 0 45 0 0 1 1 0 1 493 31 0 20 178 0 0 Pedestrians 7 2 0 2 Conflicting Pedestrians 0 2 2 0 2 7 7 2 Heavy Vehicles 0 0 0 0 0 0 0 0 0 4 1 0 0 4 0 0 Heavy Vehicle % 2% 0% 2% 0% 0% 2% 2% 0% 2% 2% 3% 0% 2% 2% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 Adjustment Adjusted 2016 Volumes 21 0 45 0 0 1 1 0 1 493 31 0 20 178 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 22 0 47 0 0 1 1 0 1 511 32 0 21 184 0 0

Project Trips Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Residential Trips 41 0 6 0 0 0 0 0 0 4 50 0 6 9 0 0

Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Hotel Trips 12 0 2 0 0 0 0 0 0 1 8 0 1 1 0 0

Trip Distribution IN 15% 2% 3% Trip Distribution OUT 22% 3% 2% Office Trips 113 0 15 0 0 0 0 0 0 10 14 0 2 3 0 0

Trip Distribution IN 8% 3% 2% Trip Distribution OUT 24% 3% 2% Retail Trips 67 0 8 0 0 0 0 0 0 6 25 0 9 6 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 233 0 31 0 0 0 0 0 0 21 97 0 18 19 0 0

2023 Buildout Total 255 0 78 0 0 1 1 0 1 532 129 0 39 203 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #6 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Central Avenue at Ralph David Abernathy Boulevard AM PEAK HOUR

Central Avenue Central Avenue Ralph David Abernathy Boulevard Ralph David Abernathy Boulevard Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 136 967 146 47 263 0 183 50 Pedestrians 11 0 1 4 Conflicting Pedestrians 1 4 4 1 0 11 11 0 Heavy Vehicles 2 5 3 4 21 0 7 6 0 Heavy Vehicle % 2% 2% 2% 0% 0% 0% 0% 0% 9% 8% 0% 0% 0% 4% 12% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 Adjustment Adjusted 2016 Volumes 136 967 146 0 0 0 0 0 47 263 0 0 0 183 50 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 141 1,001 151 0 0 0 0 0 49 272 0 0 0 190 52 0

Project Trips Trip Distribution IN Trip Distribution OUT 2% Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0

Trip Distribution IN Trip Distribution OUT 2% Hotel Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN 3% Trip Distribution OUT 3% 2% Office Trips 0 0 0 0 0 0 0 0 0 17 0 0 0 2 1 0

Trip Distribution IN 5% Trip Distribution OUT 5% 2% Retail Trips 0 0 0 0 0 0 0 0 0 8 0 0 0 5 2 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 0 0 0 0 0 25 0 0 0 7 13 0

2023 Buildout Total 141 1,001 151 0 0 0 0 0 49 297 0 0 0 197 65 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 128 110 130 26 556 642 26 0 Pedestrians 11 5 1 3 Conflicting Pedestrians 1 3 3 1 5 11 11 5 Heavy Vehicles 4 2 1 0 21 0 12 5 0 Heavy Vehicle % 3% 2% 2% 0% 0% 0% 0% 0% 2% 4% 0% 0% 0% 2% 19% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 Adjustment Adjusted 2016 Volumes 128 110 130 0 0 0 0 0 26 556 0 0 0 642 26 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 133 114 135 0 0 0 0 0 27 576 0 0 0 665 27 0

Project Trips Trip Distribution IN Trip Distribution OUT 2% Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0

Trip Distribution IN Trip Distribution OUT 2% Hotel Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0

Trip Distribution IN 3% Trip Distribution OUT 3% 2% Office Trips 0 0 0 0 0 0 0 0 0 3 0 0 0 15 10 0

Trip Distribution IN 5% Trip Distribution OUT 5% 2% Retail Trips 0 0 0 0 0 0 0 0 0 16 0 0 0 14 6 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 0 0 0 0 0 19 0 0 0 29 21 0

2023 Buildout Total 133 114 135 0 0 0 0 0 27 595 0 0 0 694 48 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #7 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Pulliam Street at Ralph David Abernathy Boulevard AM PEAK HOUR

Pulliam Street Pulliam Street Ralph David Abernathy Boulevard Ralph David Abernathy Boulevard Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 46 12 16 314 104 175 253 0 Pedestrians 4 8 0 0 Conflicting Pedestrians 0 0 0 0 8 4 4 8 Heavy Vehicles 0 0 2 9 8 0 1 13 0 Heavy Vehicle % 0% 0% 0% 0% 2% 2% 13% 0% 0% 3% 8% 0% 2% 5% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2016 Volumes 0 0 0 0 46 12 16 0 0 314 104 0 175 253 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 48 12 17 0 0 325 108 0 181 262 0 0

Project Trips Trip Distribution IN 5% Trip Distribution OUT 10% 2% Residential Trips 0 0 0 0 7 0 0 0 0 0 0 0 51 10 0 0

Trip Distribution IN 5% Trip Distribution OUT 10% 2% Hotel Trips 0 0 0 0 4 0 0 0 0 0 0 0 2 0 0 0

Trip Distribution IN 5% 3% Trip Distribution OUT 10% 5% Office Trips 0 0 0 0 29 0 0 0 0 17 0 0 6 3 0 0

Trip Distribution IN 5% 5% Trip Distribution OUT 5% 7% Retail Trips 0 0 0 0 8 0 0 0 0 8 0 0 5 6 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 48 0 0 0 0 25 0 0 64 19 0 0

2023 Buildout Total 0 0 0 0 96 12 17 0 0 350 108 0 245 281 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 166 512 395 326 356 0 207 271 0 Pedestrians 4 10 0 0 Conflicting Pedestrians 0 0 0 0 10 4 4 10 Heavy Vehicles 1 4 7 14 8 0 6 10 0 Heavy Vehicle % 0% 0% 0% 0% 2% 2% 2% 0% 0% 4% 2% 0% 3% 4% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 0 0 0 166 512 395 0 0 326 356 0 207 271 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 172 530 409 0 0 338 369 0 214 281 0 0

Project Trips Trip Distribution IN 5% Trip Distribution OUT 10% 2% Residential Trips 0 0 0 0 16 0 0 0 0 0 0 0 19 4 0 0

Trip Distribution IN 5% Trip Distribution OUT 10% 2% Hotel Trips 0 0 0 0 2 0 0 0 0 0 0 0 6 1 0 0

Trip Distribution IN 5% 3% Trip Distribution OUT 10% 5% Office Trips 0 0 0 0 5 0 0 0 0 3 0 0 51 26 0 0

Trip Distribution IN 5% 5% Trip Distribution OUT 5% 7% Retail Trips 0 0 0 0 16 0 0 0 0 16 0 0 14 20 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 39 0 0 0 0 19 0 0 90 51 0 0

2023 Buildout Total 0 0 0 0 211 530 409 0 0 357 369 0 304 332 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #8 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Pollard Boulevard at Ralph David Abernathy Boulevard/Georgia Avenue AM PEAK HOUR

Pollard Boulevard Pollard Boulevard Ralph David Abernathy Boulevard Georgia Avenue Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 103 111 44 0 7 0 24 0 125 156 78 0 14 300 16 0 Pedestrians 6 1 0 0 Conflicting Pedestrians 0 0 0 0 1 6 6 1 Heavy Vehicles 4 1 0 0 0 0 2 0 3 2 4 0 0 8 0 0 Heavy Vehicle % 4% 2% 2% 0% 2% 0% 8% 0% 2% 2% 5% 0% 2% 3% 2% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 Adjustment Adjusted 2016 Volumes 103 111 44 0 7 0 24 0 125 156 78 0 14 300 16 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 107 115 46 0 7 0 25 0 129 162 81 0 14 311 17 0

Project Trips Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Residential Trips 0 3 4 0 0 0 20 0 4 3 0 0 0 40 0 0

Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Hotel Trips 0 1 2 0 0 0 1 0 2 1 0 0 0 2 0 0

Trip Distribution IN 2% 3% 8% 1% Trip Distribution OUT 3% 12% Office Trips 0 12 17 0 0 0 2 0 0 46 0 0 0 7 6 0

Trip Distribution IN 3% 2% 4% 6% Trip Distribution OUT 3% 9% Retail Trips 0 5 3 0 0 0 3 0 6 9 0 0 0 8 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 21 26 0 0 0 26 0 12 59 0 0 0 57 6 0

2023 Buildout Total 107 136 72 0 7 0 51 0 141 221 81 0 14 368 23 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 139 43 23 0 10 0 66 0 49 302 148 0 15 275 2 0 Pedestrians 5 1 1 1 Conflicting Pedestrians 1 1 1 1 1 5 5 1 Heavy Vehicles 10 1 2 0 1 0 3 0 1 6 8 0 0 3 0 0 Heavy Vehicle % 7% 2% 9% 0% 10% 0% 5% 0% 2% 2% 5% 0% 2% 2% 2% 0% Peak Hour Factor 0.84 0.84 0.84 0.84 Adjustment Adjusted 2016 Volumes 139 43 23 0 10 0 66 0 49 302 148 0 15 275 2 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 144 45 24 0 10 0 68 0 51 313 153 0 16 285 2 0

Project Trips Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Residential Trips 0 6 9 0 0 0 8 0 9 6 0 0 0 15 0 0

Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Hotel Trips 0 1 1 0 0 0 2 0 1 1 0 0 0 4 0 0

Trip Distribution IN 2% 3% 8% 1% Trip Distribution OUT 3% 12% Office Trips 0 2 3 0 0 0 15 0 0 8 0 0 0 62 1 0

Trip Distribution IN 3% 2% 4% 6% Trip Distribution OUT 3% 9% Retail Trips 0 9 6 0 0 0 8 0 13 19 0 0 0 25 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 18 19 0 0 0 33 0 23 34 0 0 0 106 1 0

2023 Buildout Total 144 63 43 0 10 0 101 0 74 347 153 0 16 391 3 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #9 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Hank Aaron Drive/Capitol Avenue at Georgia Avenue AM PEAK HOUR

Hank Aaron Drive Capitol Avenue Georgia Avenue Georgia Avenue Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 100 1,138 61 0 16 134 49 0 112 70 16 0 17 143 86 0 Pedestrians 5 1 2 1 Conflicting Pedestrians 2 1 1 2 1 5 5 1 Heavy Vehicles 3 27 2 0 4 10 1 0 3 1 1 0 0 3 4 0 Heavy Vehicle % 3% 2% 3% 0% 25% 7% 2% 0% 3% 2% 6% 0% 2% 2% 5% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 Adjustment Adjusted 2016 Volumes 100 1138 61 0 16 134 49 0 112 70 16 0 17 143 86 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 104 1,178 63 0 17 139 51 0 116 72 17 0 18 148 89 0

Project Trips Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Residential Trips 0 4 3 0 0 25 15 0 26 1 0 0 0 20 0 0

Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Hotel Trips 0 2 1 0 0 1 1 0 2 1 0 0 0 1 0 0

Trip Distribution IN 1% 4% 1% 4% 1% 2% Trip Distribution OUT 2% 3% 6% 5% 1% 2% 4% Office Trips 6 23 0 0 1 2 4 0 9 24 0 0 1 8 12 0

Trip Distribution IN 5% 3% 2% 2% 2% Trip Distribution OUT 4% 5% 4% 5% 2% 3% Retail Trips 0 8 0 0 4 5 9 0 8 5 0 0 0 3 3 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 6 37 4 0 5 33 29 0 45 31 0 0 1 32 15 0

2023 Buildout Total 110 1,215 67 0 22 172 80 0 161 103 17 0 19 180 104 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 55 311 36 0 66 554 138 0 69 109 143 0 40 107 23 0 Pedestrians 7 2 5 3 Conflicting Pedestrians 5 3 3 5 2 7 7 2 Heavy Vehicles 2 11 1 0 3 15 1 0 1 4 3 0 1 0 3 0 Heavy Vehicle % 4% 4% 3% 0% 5% 3% 2% 0% 2% 4% 2% 0% 3% 2% 13% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 Adjustment Adjusted 2016 Volumes 55 311 36 0 66 554 138 0 69 109 143 0 40 107 23 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 57 322 37 0 68 574 143 0 71 113 148 0 41 111 24 0

Project Trips Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Residential Trips 0 9 6 0 0 10 6 0 13 3 0 0 0 8 0 0

Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Hotel Trips 0 1 1 0 0 3 2 0 3 0 0 0 0 2 0 0

Trip Distribution IN 1% 4% 1% 4% 1% 2% Trip Distribution OUT 2% 3% 6% 5% 1% 2% 4% Office Trips 1 4 0 0 10 15 31 0 27 9 0 0 10 22 2 0

Trip Distribution IN 5% 3% 2% 2% 2% Trip Distribution OUT 4% 5% 4% 5% 2% 3% Retail Trips 0 16 0 0 11 14 20 0 20 12 0 0 0 8 6 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 1 30 7 0 21 42 59 0 63 24 0 0 10 40 8 0

2023 Buildout Total 58 352 44 0 89 616 202 0 134 137 148 0 51 151 32 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #10 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Georgia Avenue AM PEAK HOUR

Fraser Street Fraser Street Georgia Avenue Georgia Avenue Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 5 31 8 1 10 0 46 128 0 262 20 0 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 0 1 0 0 0 0 0 5 0 0 8 0 0 Heavy Vehicle % 2% 3% 2% 0% 2% 0% 2% 0% 2% 4% 0% 0% 0% 3% 2% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 Adjustment Adjusted 2016 Volumes 5 31 8 0 1 0 10 0 46 128 0 0 0 262 20 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 5 32 8 0 1 0 10 0 48 133 0 0 0 271 21 0

Project Trips Trip Distribution IN 3% Trip Distribution OUT 4% Residential Trips 0 0 0 0 0 0 20 0 4 0 0 0 0 0 0 0

Trip Distribution IN 3% Trip Distribution OUT 4% Hotel Trips 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0

Trip Distribution IN 4% 3% 2% Trip Distribution OUT 2% 6% 3% Office Trips 0 0 0 0 1 0 4 0 23 2 0 0 0 17 12 0

Trip Distribution IN 2% 2% 8% Trip Distribution OUT 5% 3% 1% 5% Retail Trips 0 0 0 0 5 0 3 0 4 5 0 0 0 3 13 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 6 0 28 0 33 7 0 0 0 20 25 0

2023 Buildout Total 5 32 8 0 7 0 38 0 81 140 0 0 0 291 46 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 3 8 12 11 30 0 10 196 0 135 1 0 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 0 0 0 0 0 0 0 8 0 4 0 0 Heavy Vehicle % 2% 2% 2% 0% 2% 0% 2% 0% 2% 4% 0% 0% 0% 3% 2% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 Adjustment Adjusted 2016 Volumes 3 8 12 0 11 0 30 0 10 196 0 0 0 135 1 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 3 8 12 0 11 0 31 0 10 203 0 0 0 140 1 0

Project Trips Trip Distribution IN 3% Trip Distribution OUT 4% Residential Trips 0 0 0 0 0 0 8 0 9 0 0 0 0 0 0 0

Trip Distribution IN 3% Trip Distribution OUT 4% Hotel Trips 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0

Trip Distribution IN 4% 3% 2% Trip Distribution OUT 2% 6% 3% Office Trips 0 0 0 0 10 0 31 0 4 15 0 0 0 3 2 0

Trip Distribution IN 2% 2% 8% Trip Distribution OUT 5% 3% 1% 5% Retail Trips 0 0 0 0 14 0 8 0 9 14 0 0 0 6 25 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 24 0 49 0 23 29 0 0 0 9 27 0

2023 Buildout Total 3 8 12 0 35 0 80 0 33 232 0 0 0 149 28 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #11 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Driveway 1 at Fulton Street AM PEAK HOUR

Driveway 1 Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 609 696 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 0% 2% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 609 0 0 0 696 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 0 0 0 0 0 631 0 0 0 721 0 0

Project Trips Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Residential Trips 25 0 10 0 0 0 0 0 0 34 20 0 4 152 0 0

Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Hotel Trips 1 0 0 0 0 0 0 0 0 18 11 0 2 7 0 0

Trip Distribution IN 20% 12% 11% Trip Distribution OUT 5% 2% 22% Office Trips 3 0 1 0 0 0 0 0 0 116 69 0 64 14 0 0

Trip Distribution IN 6% 9% 5% Trip Distribution OUT 5% 7% 10% Retail Trips 5 0 6 0 0 0 0 0 0 9 14 0 8 9 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 34 0 17 0 0 0 0 0 0 177 114 0 78 182 0 0

2023 Buildout Total 34 0 17 0 0 0 0 0 0 808 114 0 78 903 0 0

PM PEAK HOUR

Driveway 1 Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 830 412 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 0% 2% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 830 0 0 0 412 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 0 0 0 0 0 859 0 0 0 427 0 0

Project Trips Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Residential Trips 10 0 4 0 0 0 0 0 0 78 47 0 9 58 0 0

Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Hotel Trips 3 0 1 0 0 0 0 0 0 12 7 0 1 17 0 0

Trip Distribution IN 20% 12% 11% Trip Distribution OUT 5% 2% 22% Office Trips 26 0 10 0 0 0 0 0 0 19 11 0 10 113 0 0

Trip Distribution IN 6% 9% 5% Trip Distribution OUT 5% 7% 10% Retail Trips 14 0 20 0 0 0 0 0 0 19 28 0 16 28 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 53 0 35 0 0 0 0 0 0 128 93 0 36 216 0 0

2023 Buildout Total 53 0 35 0 0 0 0 0 0 987 93 0 36 643 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #12 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Pollard Boulevard at Driveway 2 AM PEAK HOUR

Pollard Boulevard Pollard Boulevard Driveway 2 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 238 31 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 238 0 0 0 31 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 246 0 0 0 32 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Residential Trips 0 61 1 0 5 22 0 0 0 0 0 0 10 0 56 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Hotel Trips 0 3 1 0 3 11 0 0 0 0 0 0 0 0 3 0

Trip Distribution IN 1% 5% 5% Trip Distribution OUT 3% 1% 10% Office Trips 0 2 6 0 29 29 0 0 0 0 0 0 1 0 6 0

Trip Distribution IN 3% 15% 10% Trip Distribution OUT 7% 2% 9% Retail Trips 0 6 5 0 24 16 0 0 0 0 0 0 2 0 8 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 72 13 0 61 78 0 0 0 0 0 0 13 0 73 0

2023 Buildout Total 0 318 13 0 61 110 0 0 0 0 0 0 13 0 73 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 102 59 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 102 0 0 0 59 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 106 0 0 0 61 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Residential Trips 0 23 3 0 12 50 0 0 0 0 0 0 4 0 21 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Hotel Trips 0 7 0 0 2 8 0 0 0 0 0 0 1 0 6 0

Trip Distribution IN 1% 5% 5% Trip Distribution OUT 3% 1% 10% Office Trips 0 15 1 0 5 5 0 0 0 0 0 0 5 0 51 0

Trip Distribution IN 3% 15% 10% Trip Distribution OUT 7% 2% 9% Retail Trips 0 20 9 0 47 32 0 0 0 0 0 0 6 0 25 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 65 13 0 66 95 0 0 0 0 0 0 16 0 103 0

2023 Buildout Total 0 171 13 0 66 156 0 0 0 0 0 0 16 0 103 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #13 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Driveway 3/Driveway 4 AM PEAK HOUR

Capitol Avenue Capitol Avenue Driveway 4 Driveway 3 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 1,295 283 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 1295 0 0 0 283 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 1,341 0 0 0 293 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Residential Trips 1 101 1 0 26 8 5 0 10 15 10 0 5 6 40 0

Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Hotel Trips 1 5 1 0 13 4 3 0 0 3 0 0 0 1 2 0

Trip Distribution IN 4% 1% 15% 7% 5% 3% 2% Trip Distribution OUT 12% 15% 3% 3% 3% Office Trips 23 7 6 0 87 40 29 0 9 17 2 0 2 12 2 0

Trip Distribution IN 2% 2% 13% 4% 3% 10% 1% Trip Distribution OUT 11% 2% 4% 2% 2% 5% Retail Trips 3 10 3 0 20 6 5 0 2 16 4 0 2 4 5 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 28 123 11 0 146 58 42 0 21 51 16 0 9 23 49 0

2023 Buildout Total 28 1,464 11 0 146 351 42 0 21 51 16 0 9 23 49 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 482 751 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 482 0 0 0 751 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 499 0 0 0 778 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Residential Trips 3 39 3 0 59 19 12 0 4 16 4 0 2 5 15 0

Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Hotel Trips 0 11 0 0 9 3 2 0 1 3 1 0 1 1 4 0

Trip Distribution IN 4% 1% 15% 7% 5% 3% 2% Trip Distribution OUT 12% 15% 3% 3% 3% Office Trips 4 62 1 0 14 7 5 0 77 3 15 0 15 2 15 0

Trip Distribution IN 2% 2% 13% 4% 3% 10% 1% Trip Distribution OUT 11% 2% 4% 2% 2% 5% Retail Trips 6 31 6 0 41 13 9 0 6 32 11 0 6 9 14 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 13 -26 13 0 20 -40 20 0 13 0 20 0 20 0 13 0

Total Project Trips 26 117 23 0 143 2 48 0 101 54 51 0 44 17 61 0

2023 Buildout Total 26 616 23 0 143 780 48 0 101 54 51 0 44 17 61 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #14 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Driveway 5 AM PEAK HOUR

Fraser Street Fraser Street Driveway 5 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 113 37 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 113 0 0 0 37 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 117 0 0 0 38 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Residential Trips 1 56 0 0 0 18 7 0 66 0 10 0 0 0 0 0

Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Hotel Trips 1 3 0 0 0 9 4 0 3 0 0 0 0 0 0 0

Trip Distribution IN 3% 11% 6% Trip Distribution OUT 11% 14% 2% Office Trips 17 7 0 0 0 64 35 0 9 0 1 0 0 0 0 0

Trip Distribution IN 2% 10% 1% Trip Distribution OUT 14% 13% 3% Retail Trips 3 13 0 0 0 16 2 0 12 0 3 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 22 79 0 0 0 107 48 0 90 0 14 0 0 0 0 0

2023 Buildout Total 22 196 0 0 0 145 48 0 90 0 14 0 0 0 0 0

PM PEAK HOUR

Fraser Street Fraser Street Driveway 5 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 43 47 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 43 0 0 0 47 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 45 0 0 0 49 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Residential Trips 3 21 0 0 0 40 16 0 25 0 4 0 0 0 0 0

Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Hotel Trips 0 6 0 0 0 6 2 0 7 0 1 0 0 0 0 0

Trip Distribution IN 3% 11% 6% Trip Distribution OUT 11% 14% 2% Office Trips 3 57 0 0 0 10 6 0 72 0 10 0 0 0 0 0

Trip Distribution IN 2% 10% 1% Trip Distribution OUT 14% 13% 3% Retail Trips 6 39 0 0 0 32 3 0 36 0 8 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 12 123 0 0 0 88 27 0 140 0 23 0 0 0 0 0

2023 Buildout Total 12 168 0 0 0 137 27 0 140 0 23 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #15 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Driveway 6 AM PEAK HOUR

Capitol Avenue Capitol Avenue Driveway 6 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Residential Trips 0 74 1 0 0 23 0 0 0 0 0 0 10 0 25 0

Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Hotel Trips 0 4 1 0 0 5 0 0 0 0 0 0 0 0 1 0

Trip Distribution IN 5% 1% 7% Trip Distribution OUT 11% 6% 3% 1% Office Trips 0 36 6 0 0 44 0 0 0 0 0 0 2 0 1 0

Trip Distribution IN 4% 4% 4% Trip Distribution OUT 9% 6% 3% 2% Retail Trips 0 14 6 0 0 11 0 0 0 0 0 0 3 0 2 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 128 14 0 0 83 0 0 0 0 0 0 15 0 29 0

2023 Buildout Total 0 1,469 14 0 0 376 0 0 0 0 0 0 15 0 29 0

PM PEAK HOUR

Capitol Avenue Capitol Avenue Driveway 6 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Residential Trips 0 33 3 0 0 25 0 0 0 0 0 0 4 0 10 0

Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Hotel Trips 0 9 0 0 0 5 0 0 0 0 0 0 1 0 3 0

Trip Distribution IN 5% 1% 7% Trip Distribution OUT 11% 6% 3% 1% Office Trips 0 62 1 0 0 38 0 0 0 0 0 0 15 0 5 0

Trip Distribution IN 4% 4% 4% Trip Distribution OUT 9% 6% 3% 2% Retail Trips 0 38 13 0 0 30 0 0 0 0 0 0 8 0 6 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 -15 15 0 0 0 0 0 0 0 0 0 0 0 15 0

Total Project Trips 0 127 32 0 0 98 0 0 0 0 0 0 28 0 39 0

2023 Buildout Total 0 626 32 0 0 876 0 0 0 0 0 0 28 0 39 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #16 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Driveway 7 AM PEAK HOUR

Fraser Street Fraser Street Driveway 7 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Residential Trips 1 16 0 0 0 18 10 0 40 0 0 0 0 0 0 0

Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Hotel Trips 1 2 0 0 0 4 5 0 2 0 0 0 0 0 0 0

Trip Distribution IN 1% 3% 6% 5% Trip Distribution OUT 6% 2% 5% 3% Office Trips 6 21 0 0 0 36 29 0 3 0 2 0 0 0 0 0

Trip Distribution IN 4% 2% 3% 7% Trip Distribution OUT 6% 3% 8% 2% Retail Trips 6 8 0 0 0 8 11 0 7 0 2 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 14 47 0 0 0 66 55 0 52 0 4 0 0 0 0 0

2023 Buildout Total 14 164 0 0 0 104 55 0 52 0 4 0 0 0 0 0

PM PEAK HOUR

Fraser Street Fraser Street Driveway 7 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Residential Trips 3 9 0 0 0 23 22 0 15 0 0 0 0 0 0 0

Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Hotel Trips 0 2 0 0 0 4 3 0 4 0 0 0 0 0 0 0

Trip Distribution IN 1% 3% 6% 5% Trip Distribution OUT 6% 2% 5% 3% Office Trips 1 34 0 0 0 16 5 0 26 0 15 0 0 0 0 0

Trip Distribution IN 4% 2% 3% 7% Trip Distribution OUT 6% 3% 8% 2% Retail Trips 13 23 0 0 0 17 22 0 22 0 6 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 17 68 0 0 0 60 52 0 67 0 21 0 0 0 0 0

2023 Buildout Total 17 113 0 0 0 109 52 0 67 0 21 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #17 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Pollard Boulevard at Driveway 8 AM PEAK HOUR

Pollard Boulevard Pollard Boulevard Driveway 8 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Residential Trips 0 1 5 0 22 10 0 0 0 0 0 0 10 0 61 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Hotel Trips 0 1 3 0 11 0 0 0 0 0 0 0 0 0 3 0

Trip Distribution IN 1% 2% 5% Trip Distribution OUT 1% 2% 3% Office Trips 0 6 12 0 29 1 0 0 0 0 0 0 1 0 2 0

Trip Distribution IN 3% 4% 10% Trip Distribution OUT 2% 1% 7% Retail Trips 0 5 6 0 16 2 0 0 0 0 0 0 1 0 6 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 13 26 0 78 13 0 0 0 0 0 0 12 0 72 0

2023 Buildout Total 0 259 26 0 78 45 0 0 0 0 0 0 12 0 72 0

PM PEAK HOUR

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Residential Trips 0 3 12 0 50 4 0 0 0 0 0 0 4 0 23 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Hotel Trips 0 0 2 0 8 1 0 0 0 0 0 0 1 0 7 0

Trip Distribution IN 1% 2% 5% Trip Distribution OUT 1% 2% 3% Office Trips 0 1 2 0 5 5 0 0 0 0 0 0 10 0 15 0

Trip Distribution IN 3% 4% 10% Trip Distribution OUT 2% 1% 7% Retail Trips 0 9 13 0 32 6 0 0 0 0 0 0 3 0 20 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 13 29 0 95 16 0 0 0 0 0 0 18 0 65 0

2023 Buildout Total 0 119 29 0 95 77 0 0 0 0 0 0 18 0 65 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #18 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Driveway 9/Driveway 10 AM PEAK HOUR

Capitol Avenue Capitol Avenue Driveway 10 Driveway 9 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Residential Trips 0 29 1 0 0 25 8 0 25 12 5 0 10 11 20 0

Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Hotel Trips 0 3 1 0 0 1 4 0 1 4 0 0 0 1 1 0

Trip Distribution IN 6% 1% 7% 4% 2% Trip Distribution OUT 5% 9% 5% 1% 1% 1% Office Trips 0 38 6 0 0 6 40 0 3 23 1 0 1 12 1 0

Trip Distribution IN 8% 1% 3% 1% 5% 1% Trip Distribution OUT 5% 9% 2% 1% 3% 1% 2% 2% Retail Trips 0 18 2 0 0 13 2 0 2 9 3 0 1 4 2 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 88 10 0 0 45 54 0 31 48 9 0 12 28 24 0

2023 Buildout Total 0 1,429 10 0 0 338 54 0 31 48 9 0 12 28 24 0

PM PEAK HOUR

Project Trips Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Residential Trips 0 19 3 0 0 10 19 0 10 18 2 0 4 7 8 0

Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Hotel Trips 0 4 0 0 0 3 3 0 3 3 1 0 1 1 2 0

Trip Distribution IN 6% 1% 7% 4% 2% Trip Distribution OUT 5% 9% 5% 1% 1% 1% Office Trips 0 32 1 0 0 46 7 0 26 4 5 0 5 2 5 0

Trip Distribution IN 8% 1% 3% 1% 5% 1% Trip Distribution OUT 5% 9% 2% 1% 3% 1% 2% 2% Retail Trips 0 39 3 0 0 34 3 0 6 19 8 0 3 9 6 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 -15 15 0 0 -35 35 0 0 0 35 0 0 0 15 0

Total Project Trips 0 79 22 0 0 58 67 0 45 44 51 0 13 19 36 0

2023 Buildout Total 0 578 22 0 0 836 67 0 45 44 51 0 13 19 36 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #19 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Driveway 11 AM PEAK HOUR

Fraser Street Fraser Street Driveway 11 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Residential Trips 1 3 0 0 0 10 8 0 15 0 10 0 0 0 0 0

Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Hotel Trips 1 1 0 0 0 0 4 0 1 0 0 0 0 0 0 0

Trip Distribution IN 2% 4% 6% Trip Distribution OUT 5% 6% 3% Office Trips 12 23 0 0 0 3 35 0 4 0 2 0 0 0 0 0

Trip Distribution IN 4% 6% 3% Trip Distribution OUT 1% 5% 5% 3% Retail Trips 6 10 0 0 0 5 5 0 5 0 3 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 20 37 0 0 0 18 52 0 25 0 15 0 0 0 0 0

2023 Buildout Total 20 154 0 0 0 56 52 0 25 0 15 0 0 0 0 0

PM PEAK HOUR

Fraser Street Fraser Street Driveway 11 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Residential Trips 3 6 0 0 0 4 19 0 6 0 4 0 0 0 0 0

Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Hotel Trips 0 1 0 0 0 1 3 0 2 0 1 0 0 0 0 0

Trip Distribution IN 2% 4% 6% Trip Distribution OUT 5% 6% 3% Office Trips 2 4 0 0 0 26 6 0 31 0 15 0 0 0 0 0

Trip Distribution IN 4% 6% 3% Trip Distribution OUT 1% 5% 5% 3% Retail Trips 13 22 0 0 0 14 9 0 14 0 8 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 18 33 0 0 0 45 37 0 53 0 28 0 0 0 0 0

2023 Buildout Total 18 78 0 0 0 94 37 0 53 0 28 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #20 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Driveway 12 at Georgia Avenue AM PEAK HOUR

Driveway 12 Georgia Avenue Georgia Avenue Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 199 311 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 0% 2% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 199 0 0 0 311 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 0 0 0 0 0 206 0 0 0 322 0 0

Project Trips Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Residential Trips 0 0 0 0 25 0 5 0 4 3 0 0 0 35 0 0

Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Hotel Trips 0 0 0 0 1 0 0 0 2 1 0 0 0 2 0 0

Trip Distribution IN 6% 5% 1% 1% Trip Distribution OUT 6% 2% 10% Office Trips 0 0 0 0 4 0 1 0 35 29 0 0 0 12 6 0

Trip Distribution IN 4% 4% 3% Trip Distribution OUT 7% 2% 7% Retail Trips 0 0 0 0 6 0 2 0 6 6 0 0 0 6 5 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 36 0 8 0 47 39 0 0 0 55 11 0

2023 Buildout Total 0 0 0 0 36 0 8 0 47 245 0 0 0 377 11 0

PM PEAK HOUR

Driveway 12 Georgia Avenue Georgia Avenue Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 324 296 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 0% 2% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 324 0 0 0 296 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 1.036 New Road Adjustment Other Proposed Developments 2023 Background Traffic 0 0 0 0 0 0 0 0 0 336 0 0 0 307 0 0

Project Trips Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Residential Trips 0 0 0 0 10 0 2 0 9 6 0 0 0 14 0 0

Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Hotel Trips 0 0 0 0 3 0 1 0 1 1 0 0 0 4 0 0

Trip Distribution IN 6% 5% 1% 1% Trip Distribution OUT 6% 2% 10% Office Trips 0 0 0 0 31 0 10 0 6 5 0 0 0 52 1 0

Trip Distribution IN 4% 4% 3% Trip Distribution OUT 7% 2% 7% Retail Trips 0 0 0 0 20 0 6 0 13 13 0 0 0 20 9 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 11 0 12 0 11 -11 0 0 0 -12 12 0

Total Project Trips 0 0 0 0 75 0 31 0 40 14 0 0 0 78 22 0

2023 Buildout Total 0 0 0 0 75 0 31 0 40 350 0 0 0 385 22 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[1_turner field dri_phase 1_2023_distributionupdate_20171031.xlsm]int #21 11/6/2017 19:27 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at I-20 WB Exit Ramp AM PEAK HOUR

Observed 2016 Traffic Volumes 846 0 219 0 133 936 Pedestrians 0 0 8 Conflicting Pedestrians 0 8 8 0 0 0 0 0 Heavy Vehicles 42 0 30 0 2 Heavy Vehicle % 0% 5% 0% 0% 0% 14% 0% 0% 0% 0% 0% 0% 2% 0% 2% 0% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2016 Volumes 0 846 0 0 0 219 0 0 0 0 0 0 133 0 936 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 912 0 0 0 236 0 0 0 0 0 0 143 0 1,009 0

Project Trips Trip Distribution IN 35% 5% Trip Distribution OUT 38% Residential Trips 0 250 0 0 0 64 0 0 0 0 0 0 9 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Hotel Trips 0 21 0 0 0 51 0 0 0 0 0 0 7 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Office Trips 0 41 0 0 0 354 0 0 0 0 0 0 51 0 0 0

Trip Distribution IN 45% 5% Trip Distribution OUT 48% Retail Trips 0 73 0 0 0 119 0 0 0 0 0 0 13 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 385 0 0 0 588 0 0 0 0 0 0 80 0 0 0

2031 Buildout Total 0 1,297 0 0 0 824 0 0 0 0 0 0 223 0 1,009 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 484 0 1,162 0 143 305 Pedestrians 0 0 24 Conflicting Pedestrians 0 24 24 0 0 0 0 0 Heavy Vehicles 31 29 6 4 Heavy Vehicle % 0% 6% 0% 0% 0% 2% 0% 0% 0% 0% 0% 0% 4% 0% 2% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 Adjustment Adjusted 2016 Volumes 0 484 0 0 0 1162 0 0 0 0 0 0 143 0 305 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 522 0 0 0 1,252 0 0 0 0 0 0 154 0 329 0

Project Trips Trip Distribution IN 35% 5% Trip Distribution OUT 38% Residential Trips 0 90 0 0 0 120 0 0 0 0 0 0 17 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Hotel Trips 0 45 0 0 0 38 0 0 0 0 0 0 5 0 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 38% Office Trips 0 378 0 0 0 67 0 0 0 0 0 0 10 0 0 0

Trip Distribution IN 45% 5% Trip Distribution OUT 48% Retail Trips 0 224 0 0 0 238 0 0 0 0 0 0 26 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 737 0 0 0 463 0 0 0 0 0 0 58 0 0 0

2031 Buildout Total 0 1,259 0 0 0 1,715 0 0 0 0 0 0 212 0 329 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #1 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Pollard Boulevard/I-20 EB Entrance Ramp AM PEAK HOUR

Observed 2016 Traffic Volumes 3 681 126 0 106 265 34 0 151 58 14 0 Pedestrians 1 0 8 12 Conflicting Pedestrians 8 12 12 8 0 1 1 0 Heavy Vehicles 0 32 5 0 3 32 2 0 17 1 0 0 Heavy Vehicle % 2% 5% 4% 0% 3% 12% 6% 0% 11% 2% 2% 0% 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 3 681 126 0 106 265 34 0 151 58 14 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 3 734 136 0 114 286 37 0 163 63 15 0 0 0 0 0

Project Trips Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Residential Trips 0 118 13 0 0 37 37 0 132 20 0 0 0 0 0 0

Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Hotel Trips 0 10 1 0 0 29 29 0 11 2 0 0 0 0 0 0

Trip Distribution IN 30% 10% Trip Distribution OUT 27% 3% 11% 2% Office Trips 0 29 3 0 0 304 101 0 12 2 0 0 0 0 0 0

Trip Distribution IN 25% 25% Trip Distribution OUT 35% 2% 13% 3% Retail Trips 0 53 3 0 0 66 66 0 20 5 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 210 20 0 0 436 233 0 175 29 0 0 0 0 0 0

2031 Buildout Total 3 944 156 0 114 722 270 0 338 92 15 0 0 0 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 4 426 206 0 651 612 45 0 57 44 6 0 Pedestrians 0 0 20 25 Conflicting Pedestrians 20 25 25 20 0 0 0 0 Heavy Vehicles 0 16 1 0 2 33 2 0 15 0 0 0 Heavy Vehicle % 2% 4% 2% 0% 2% 5% 4% 0% 26% 2% 2% 0% 0% 0% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 Adjustment Adjusted 2016 Volumes 4 426 206 0 651 612 45 0 57 44 6 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 4 459 222 0 702 660 48 0 61 47 6 0 0 0 0 0

Project Trips Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Residential Trips 0 43 5 0 0 68 68 0 47 7 0 0 0 0 0 0

Trip Distribution IN 20% 20% Trip Distribution OUT 18% 2% 20% 3% Hotel Trips 0 21 2 0 0 22 22 0 24 4 0 0 0 0 0 0

Trip Distribution IN 30% 10% Trip Distribution OUT 27% 3% 11% 2% Office Trips 0 269 30 0 0 57 19 0 110 20 0 0 0 0 0 0

Trip Distribution IN 25% 25% Trip Distribution OUT 35% 2% 13% 3% Retail Trips 0 163 9 0 0 132 132 0 61 14 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 496 46 0 0 279 241 0 242 45 0 0 0 0 0 0

2031 Buildout Total 4 955 268 0 702 939 289 0 303 92 6 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #2 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

I-85 SB Off Ramp at Fulton Street AM PEAK HOUR

Observed 2016 Traffic Volumes 213 149 581 0 287 0 Pedestrians 3 0 Conflicting Pedestrians 0 0 0 0 3 0 0 3 Heavy Vehicles 8 4 24 0 12 0 Heavy Vehicle % 0% 0% 0% 0% 4% 0% 3% 0% 0% 4% 0% 0% 0% 4% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 Adjustment Adjusted 2016 Volumes 0 0 0 0 213 0 149 0 0 581 0 0 0 287 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 230 0 161 0 0 626 0 0 0 309 0 0

Project Trips Trip Distribution IN 30% 5% Trip Distribution OUT 5% Residential Trips 0 0 0 0 55 0 0 0 0 9 0 0 0 33 0 0

Trip Distribution IN 30% 5% Trip Distribution OUT 5% Hotel Trips 0 0 0 0 44 0 0 0 0 7 0 0 0 3 0 0

Trip Distribution IN 22% 5% Trip Distribution OUT 5% Office Trips 0 0 0 0 223 0 0 0 0 51 0 0 0 5 0 0

Trip Distribution IN 10% 5% Trip Distribution OUT 5% Retail Trips 0 0 0 0 27 0 0 0 0 13 0 0 0 8 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 349 0 0 0 0 80 0 0 0 49 0 0

2031 Buildout Total 0 0 0 0 579 0 161 0 0 706 0 0 0 358 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 184 278 583 0 360 0 Pedestrians 1 0 Conflicting Pedestrians 0 0 0 0 1 0 0 1 Heavy Vehicles 5 15 13 0 7 0 Heavy Vehicle % 0% 0% 0% 0% 3% 0% 5% 0% 0% 2% 0% 0% 0% 2% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 Adjustment Adjusted 2016 Volumes 0 0 0 0 184 0 278 0 0 583 0 0 0 360 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 198 0 300 0 0 628 0 0 0 388 0 0

Project Trips Trip Distribution IN 30% 5% Trip Distribution OUT 5% Residential Trips 0 0 0 0 103 0 0 0 0 17 0 0 0 12 0 0

Trip Distribution IN 30% 5% Trip Distribution OUT 5% Hotel Trips 0 0 0 0 33 0 0 0 0 5 0 0 0 6 0 0

Trip Distribution IN 22% 5% Trip Distribution OUT 5% Office Trips 0 0 0 0 42 0 0 0 0 10 0 0 0 50 0 0

Trip Distribution IN 10% 5% Trip Distribution OUT 5% Retail Trips 0 0 0 0 53 0 0 0 0 26 0 0 0 23 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 231 0 0 0 0 58 0 0 0 91 0 0

2031 Buildout Total 0 0 0 0 429 0 300 0 0 686 0 0 0 479 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #3 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

I-85 NB Off Ramp/I-85 NB On Ramp at Fulton Street AM PEAK HOUR

Observed 2016 Traffic Volumes 42 38 201 294 498 0 222 465 0 Pedestrians 0 2 0 0 Conflicting Pedestrians 0 0 0 0 2 0 0 2 Heavy Vehicles 2 0 3 19 15 0 8 4 0 Heavy Vehicle % 5% 2% 2% 0% 0% 0% 0% 0% 6% 3% 0% 0% 0% 4% 2% 0% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2016 Volumes 42 38 201 0 0 0 0 0 294 498 0 0 0 222 465 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 45 41 217 0 0 0 0 0 317 537 0 0 0 239 501 0

Project Trips Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Residential Trips 0 0 9 0 0 0 0 0 0 64 0 0 0 33 197 0

Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Hotel Trips 0 0 7 0 0 0 0 0 0 51 0 0 0 3 17 0

Trip Distribution IN 5% 27% Trip Distribution OUT 5% 22% Office Trips 0 0 51 0 0 0 0 0 0 273 0 0 0 5 24 0

Trip Distribution IN 15% Trip Distribution OUT 5% 10% Retail Trips 0 0 0 0 0 0 0 0 0 40 0 0 0 8 15 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 67 0 0 0 0 0 0 428 0 0 0 49 253 0

2031 Buildout Total 45 41 284 0 0 0 0 0 317 965 0 0 0 288 754 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 96 19 214 155 615 0 263 201 0 Pedestrians 0 1 0 0 Conflicting Pedestrians 0 0 0 0 1 0 0 1 Heavy Vehicles 1 0 0 5 13 0 6 1 0 Heavy Vehicle % 2% 2% 2% 0% 0% 0% 0% 0% 3% 2% 0% 0% 0% 2% 2% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 Adjustment Adjusted 2016 Volumes 96 19 214 0 0 0 0 0 155 615 0 0 0 263 201 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 103 20 231 0 0 0 0 0 167 663 0 0 0 283 217 0

Project Trips Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Residential Trips 0 0 17 0 0 0 0 0 0 120 0 0 0 12 71 0

Trip Distribution IN 5% 35% Trip Distribution OUT 5% 30% Hotel Trips 0 0 5 0 0 0 0 0 0 38 0 0 0 6 35 0

Trip Distribution IN 5% 27% Trip Distribution OUT 5% 22% Office Trips 0 0 10 0 0 0 0 0 0 51 0 0 0 50 219 0

Trip Distribution IN 15% Trip Distribution OUT 5% 10% Retail Trips 0 0 0 0 0 0 0 0 0 79 0 0 0 23 47 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 32 0 0 0 0 0 0 288 0 0 0 91 372 0

2031 Buildout Total 103 20 263 0 0 0 0 0 167 951 0 0 0 374 589 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #4 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Fulton Street AM PEAK HOUR

Observed 2016 Traffic Volumes 500 665 88 0 18 164 64 201 184 134 0 69 141 35 0 Pedestrians 5 7 6 10 Conflicting Pedestrians 6 10 10 6 7 5 5 7 Heavy Vehicles 8 28 2 0 0 24 2 0 4 6 5 0 4 2 2 0 Heavy Vehicle % 2% 4% 2% 0% 2% 15% 3% 0% 2% 3% 4% 0% 6% 2% 6% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 Adjustment Adjusted 2016 Volumes 500 665 88 0 18 164 64 0 201 184 134 0 69 141 35 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 539 717 95 0 19 177 69 0 217 198 144 0 74 152 38 0

Project Trips Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Residential Trips 132 46 13 0 9 27 0 0 13 20 26 0 0 71 72 0

Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Hotel Trips 11 4 1 0 7 22 0 0 1 16 20 0 0 10 6 0

Trip Distribution IN 10% 10% 10% 5% 15% 2% 1% Trip Distribution OUT 15% 14% 1% 1% 1% 7% 15% Office Trips 16 15 1 0 101 101 101 0 1 52 152 0 20 18 16 0

Trip Distribution IN 5% 15% 5% 3% 3% 2% Trip Distribution OUT 5% 13% 5% 2% 5% 19% Retail Trips 8 20 0 0 13 40 13 0 8 11 8 0 5 8 29 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 167 85 15 0 130 190 114 0 23 99 206 0 25 107 123 0

2031 Buildout Total 706 802 110 0 149 367 183 0 240 297 350 0 99 259 161 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 200 321 39 0 144 459 62 0 291 338 202 0 82 98 22 0 Pedestrians 5 10 11 11 Conflicting Pedestrians 11 11 11 11 10 5 5 10 Heavy Vehicles 3 15 2 0 1 27 2 0 3 2 9 0 2 2 0 0 Heavy Vehicle % 2% 5% 5% 0% 2% 6% 3% 0% 2% 2% 4% 0% 2% 2% 2% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 Adjustment Adjusted 2016 Volumes 200 321 39 0 144 459 62 0 291 338 202 0 82 98 22 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 216 346 42 0 155 495 67 0 314 364 218 0 88 106 24 0

Project Trips Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Residential Trips 47 17 5 0 17 51 0 0 5 38 48 0 0 34 26 0

Trip Distribution IN 5% 15% 11% 14% 3% Trip Distribution OUT 20% 7% 2% 2% 10% 11% Hotel Trips 24 8 2 0 5 16 0 0 2 12 15 0 0 15 13 0

Trip Distribution IN 10% 10% 10% 5% 15% 2% 1% Trip Distribution OUT 15% 14% 1% 1% 1% 7% 15% Office Trips 149 139 10 0 19 19 19 0 10 20 29 0 4 72 149 0

Trip Distribution IN 5% 15% 5% 3% 3% 2% Trip Distribution OUT 5% 13% 5% 2% 5% 19% Retail Trips 23 61 0 0 26 79 26 0 23 25 16 0 11 23 89 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 243 225 17 0 67 165 45 0 40 95 108 0 15 144 277 0

2031 Buildout Total 459 571 59 0 222 660 112 0 354 459 326 0 103 250 301 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #5 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Fulton Street AM PEAK HOUR

Observed 2016 Traffic Volumes 44 0 86 0 0 0 2 0 3 264 31 0 31 231 0 0 Pedestrians 3 3 1 2 Conflicting Pedestrians 1 2 2 1 3 3 3 3 Heavy Vehicles 2 0 0 0 0 0 1 0 1 6 4 0 0 7 0 0 Heavy Vehicle % 5% 0% 2% 0% 0% 0% 50% 0% 33% 2% 13% 0% 2% 3% 0% 0% Peak Hour Factor 0.88 0.88 0.88 0.88 Adjustment Adjusted 2016 Volumes 44 0 86 0 0 0 2 0 3 264 31 0 31 231 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 47 0 93 0 0 0 2 0 3 285 33 0 33 249 0 0

Project Trips Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Residential Trips 138 0 20 0 0 0 0 0 0 13 29 0 4 5 0 0

Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Hotel Trips 12 0 2 0 0 0 0 0 0 1 23 0 3 4 0 0

Trip Distribution IN 15% 2% 3% Trip Distribution OUT 22% 3% 2% Office Trips 24 0 3 0 0 0 0 0 0 2 152 0 20 30 0 0

Trip Distribution IN 8% 3% 2% Trip Distribution OUT 24% 3% 2% Retail Trips 36 0 5 0 0 0 0 0 0 3 21 0 8 5 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 210 0 30 0 0 0 0 0 0 19 225 0 35 44 0 0

2031 Buildout Total 257 0 123 0 0 0 2 0 3 304 258 0 68 293 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 21 0 45 0 0 1 1 0 1 493 31 0 20 178 0 0 Pedestrians 7 2 0 2 Conflicting Pedestrians 0 2 2 0 2 7 7 2 Heavy Vehicles 0 0 0 0 0 0 0 0 0 4 1 0 0 4 0 0 Heavy Vehicle % 2% 0% 2% 0% 0% 2% 2% 0% 2% 2% 3% 0% 2% 2% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 Adjustment Adjusted 2016 Volumes 21 0 45 0 0 1 1 0 1 493 31 0 20 178 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 23 0 48 0 0 1 1 0 1 531 33 0 22 192 0 0

Project Trips Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Residential Trips 50 0 7 0 0 0 0 0 0 5 55 0 7 10 0 0

Trip Distribution IN 16% 2% 3% Trip Distribution OUT 21% 3% 2% Hotel Trips 25 0 4 0 0 0 0 0 0 2 17 0 2 3 0 0

Trip Distribution IN 15% 2% 3% Trip Distribution OUT 22% 3% 2% Office Trips 219 0 30 0 0 0 0 0 0 20 29 0 4 6 0 0

Trip Distribution IN 8% 3% 2% Trip Distribution OUT 24% 3% 2% Retail Trips 112 0 14 0 0 0 0 0 0 9 42 0 16 11 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 406 0 55 0 0 0 0 0 0 36 143 0 29 30 0 0

2031 Buildout Total 429 0 103 0 0 1 1 0 1 567 176 0 51 222 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #6 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Central Avenue at Ralph David Abernathy Boulevard AM PEAK HOUR

Observed 2016 Traffic Volumes 136 967 146 47 263 0 183 50 Pedestrians 11 0 1 4 Conflicting Pedestrians 1 4 4 1 0 11 11 0 Heavy Vehicles 2 5 3 4 21 0 7 6 0 Heavy Vehicle % 2% 2% 2% 0% 0% 0% 0% 0% 9% 8% 0% 0% 0% 4% 12% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 Adjustment Adjusted 2016 Volumes 136 967 146 0 0 0 0 0 47 263 0 0 0 183 50 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 147 1,042 157 0 0 0 0 0 51 283 0 0 0 197 54 0

Project Trips Trip Distribution IN Trip Distribution OUT 2% Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0

Trip Distribution IN Trip Distribution OUT 2% Hotel Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0

Trip Distribution IN 3% Trip Distribution OUT 3% 2% Office Trips 0 0 0 0 0 0 0 0 0 30 0 0 0 3 2 0

Trip Distribution IN 5% Trip Distribution OUT 5% 2% Retail Trips 0 0 0 0 0 0 0 0 0 13 0 0 0 8 3 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 0 0 0 0 0 43 0 0 0 11 19 0

2031 Buildout Total 147 1,042 157 0 0 0 0 0 51 326 0 0 0 208 73 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 128 110 130 26 556 642 26 0 Pedestrians 11 5 1 3 Conflicting Pedestrians 1 3 3 1 5 11 11 5 Heavy Vehicles 4 2 1 0 21 0 12 5 0 Heavy Vehicle % 3% 2% 2% 0% 0% 0% 0% 0% 2% 4% 0% 0% 0% 2% 19% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 Adjustment Adjusted 2016 Volumes 128 110 130 0 0 0 0 0 26 556 0 0 0 642 26 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 138 119 140 0 0 0 0 0 28 599 0 0 0 692 28 0

Project Trips Trip Distribution IN Trip Distribution OUT 2% Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0

Trip Distribution IN Trip Distribution OUT 2% Hotel Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0

Trip Distribution IN 3% Trip Distribution OUT 3% 2% Office Trips 0 0 0 0 0 0 0 0 0 6 0 0 0 30 20 0

Trip Distribution IN 5% Trip Distribution OUT 5% 2% Retail Trips 0 0 0 0 0 0 0 0 0 26 0 0 0 23 9 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 0 0 0 0 0 32 0 0 0 53 36 0

2031 Buildout Total 138 119 140 0 0 0 0 0 28 631 0 0 0 745 64 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #7 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Pulliam Street at Ralph David Abernathy Boulevard AM PEAK HOUR

Observed 2016 Traffic Volumes 46 12 16 314 104 175 253 0 Pedestrians 4 8 0 0 Conflicting Pedestrians 0 0 0 0 8 4 4 8 Heavy Vehicles 0 0 2 9 8 0 1 13 0 Heavy Vehicle % 0% 0% 0% 0% 2% 2% 13% 0% 0% 3% 8% 0% 2% 5% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2016 Volumes 0 0 0 0 46 12 16 0 0 314 104 0 175 253 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 50 13 17 0 0 338 112 0 189 273 0 0

Project Trips Trip Distribution IN 5% Trip Distribution OUT 10% 2% Residential Trips 0 0 0 0 9 0 0 0 0 0 0 0 66 13 0 0

Trip Distribution IN 5% Trip Distribution OUT 10% 2% Hotel Trips 0 0 0 0 7 0 0 0 0 0 0 0 6 1 0 0

Trip Distribution IN 5% 3% Trip Distribution OUT 10% 5% Office Trips 0 0 0 0 51 0 0 0 0 30 0 0 11 5 0 0

Trip Distribution IN 5% 5% Trip Distribution OUT 5% 7% Retail Trips 0 0 0 0 13 0 0 0 0 13 0 0 8 11 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 80 0 0 0 0 43 0 0 91 30 0 0

2031 Buildout Total 0 0 0 0 130 13 17 0 0 381 112 0 280 303 0 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 166 512 395 326 356 0 207 271 0 Pedestrians 4 10 0 0 Conflicting Pedestrians 0 0 0 0 10 4 4 10 Heavy Vehicles 1 4 7 14 8 0 6 10 0 Heavy Vehicle % 0% 0% 0% 0% 2% 2% 2% 0% 0% 4% 2% 0% 3% 4% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2016 Volumes 0 0 0 0 166 512 395 0 0 326 356 0 207 271 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 179 552 426 0 0 351 384 0 223 292 0 0

Project Trips Trip Distribution IN 5% Trip Distribution OUT 10% 2% Residential Trips 0 0 0 0 17 0 0 0 0 0 0 0 24 5 0 0

Trip Distribution IN 5% Trip Distribution OUT 10% 2% Hotel Trips 0 0 0 0 5 0 0 0 0 0 0 0 12 2 0 0

Trip Distribution IN 5% 3% Trip Distribution OUT 10% 5% Office Trips 0 0 0 0 10 0 0 0 0 6 0 0 100 50 0 0

Trip Distribution IN 5% 5% Trip Distribution OUT 5% 7% Retail Trips 0 0 0 0 26 0 0 0 0 26 0 0 23 33 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 58 0 0 0 0 32 0 0 159 90 0 0

2031 Buildout Total 0 0 0 0 237 552 426 0 0 383 384 0 382 382 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #8 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Pollard Boulevard at Ralph David Abernathy Boulevard/Georgia Avenue AM PEAK HOUR

Observed 2016 Traffic Volumes 103 111 44 0 7 0 24 0 125 156 78 0 14 300 16 0 Pedestrians 6 1 0 0 Conflicting Pedestrians 0 0 0 0 1 6 6 1 Heavy Vehicles 4 1 0 0 0 0 2 0 3 2 4 0 0 8 0 0 Heavy Vehicle % 4% 2% 2% 0% 2% 0% 8% 0% 2% 2% 5% 0% 2% 3% 2% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 Adjustment Adjusted 2016 Volumes 103 111 44 0 7 0 24 0 125 156 78 0 14 300 16 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 111 120 47 0 8 0 26 0 135 168 84 0 15 323 17 0

Project Trips Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Residential Trips 0 4 5 0 0 0 26 0 5 4 0 0 0 53 0 0

Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Hotel Trips 0 3 4 0 0 0 2 0 4 3 0 0 0 4 0 0

Trip Distribution IN 2% 3% 8% 1% Trip Distribution OUT 3% 12% Office Trips 0 20 30 0 0 0 3 0 0 81 0 0 0 13 10 0

Trip Distribution IN 3% 2% 4% 6% Trip Distribution OUT 3% 9% Retail Trips 0 8 5 0 0 0 5 0 11 16 0 0 0 14 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 35 44 0 0 0 36 0 20 104 0 0 0 84 10 0

2031 Buildout Total 111 155 91 0 8 0 62 0 155 272 84 0 15 407 27 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 139 43 23 0 10 0 66 0 49 302 148 0 15 275 2 0 Pedestrians 5 1 1 1 Conflicting Pedestrians 1 1 1 1 1 5 5 1 Heavy Vehicles 10 1 2 0 1 0 3 0 1 6 8 0 0 3 0 0 Heavy Vehicle % 7% 2% 9% 0% 10% 0% 5% 0% 2% 2% 5% 0% 2% 2% 2% 0% Peak Hour Factor 0.84 0.84 0.84 0.84 Adjustment Adjusted 2016 Volumes 139 43 23 0 10 0 66 0 49 302 148 0 15 275 2 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 150 46 25 0 11 0 71 0 53 325 159 0 16 296 2 0

Project Trips Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Residential Trips 0 7 10 0 0 0 9 0 10 7 0 0 0 19 0 0

Trip Distribution IN 2% 3% 3% 2% Trip Distribution OUT 4% 8% Hotel Trips 0 2 3 0 0 0 5 0 3 2 0 0 0 9 0 0

Trip Distribution IN 2% 3% 8% 1% Trip Distribution OUT 3% 12% Office Trips 0 4 6 0 0 0 30 0 0 15 0 0 0 120 2 0

Trip Distribution IN 3% 2% 4% 6% Trip Distribution OUT 3% 9% Retail Trips 0 16 11 0 0 0 14 0 21 32 0 0 0 42 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 29 30 0 0 0 58 0 34 56 0 0 0 190 2 0

2031 Buildout Total 150 75 55 0 11 0 129 0 87 381 159 0 16 486 4 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #9 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Hank Aaron Drive/Capitol Avenue at Georgia Avenue AM PEAK HOUR

Observed 2016 Traffic Volumes 100 1,138 61 0 16 134 49 0 112 70 16 0 17 143 86 0 Pedestrians 5 1 2 1 Conflicting Pedestrians 2 1 1 2 1 5 5 1 Heavy Vehicles 3 27 2 0 4 10 1 0 3 1 1 0 0 3 4 0 Heavy Vehicle % 3% 2% 3% 0% 25% 7% 2% 0% 3% 2% 6% 0% 2% 2% 5% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 Adjustment Adjusted 2016 Volumes 100 1138 61 0 16 134 49 0 112 70 16 0 17 143 86 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 108 1,226 66 0 17 144 53 0 121 75 17 0 18 154 93 0

Project Trips Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Residential Trips 0 5 4 0 0 33 20 0 35 2 0 0 0 26 0 0

Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Hotel Trips 0 4 3 0 0 3 2 0 4 1 0 0 0 2 0 0

Trip Distribution IN 1% 4% 1% 4% 1% 2% Trip Distribution OUT 2% 3% 6% 5% 1% 2% 4% Office Trips 10 40 0 0 2 3 6 0 15 41 0 0 2 14 20 0

Trip Distribution IN 5% 3% 2% 2% 2% Trip Distribution OUT 4% 5% 4% 5% 2% 3% Retail Trips 0 13 0 0 6 8 14 0 13 8 0 0 0 5 5 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 10 62 7 0 8 47 42 0 67 52 0 0 2 47 25 0

2031 Buildout Total 118 1,288 73 0 25 191 95 0 188 127 17 0 20 201 118 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 55 311 36 0 66 554 138 0 69 109 143 0 40 107 23 0 Pedestrians 7 2 5 3 Conflicting Pedestrians 5 3 3 5 2 7 7 2 Heavy Vehicles 2 11 1 0 3 15 1 0 1 4 3 0 1 0 3 0 Heavy Vehicle % 4% 4% 3% 0% 5% 3% 2% 0% 2% 4% 2% 0% 3% 2% 13% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 Adjustment Adjusted 2016 Volumes 55 311 36 0 66 554 138 0 69 109 143 0 40 107 23 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 59 335 39 0 71 597 149 0 74 117 154 0 43 115 25 0

Project Trips Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Residential Trips 0 10 7 0 0 12 7 0 15 3 0 0 0 9 0 0

Trip Distribution IN 3% 2% 1% 1% Trip Distribution OUT 5% 3% 5% 4% Hotel Trips 0 3 2 0 0 6 4 0 7 1 0 0 0 5 0 0

Trip Distribution IN 1% 4% 1% 4% 1% 2% Trip Distribution OUT 2% 3% 6% 5% 1% 2% 4% Office Trips 2 8 0 0 20 30 60 0 52 18 0 0 20 42 4 0

Trip Distribution IN 5% 3% 2% 2% 2% Trip Distribution OUT 4% 5% 4% 5% 2% 3% Retail Trips 0 26 0 0 19 23 35 0 34 20 0 0 0 14 11 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 2 47 9 0 39 71 106 0 108 42 0 0 20 70 15 0

2031 Buildout Total 61 382 48 0 110 668 255 0 182 159 154 0 63 185 40 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #10 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Georgia Avenue AM PEAK HOUR

Observed 2016 Traffic Volumes 5 31 8 1 10 0 46 128 0 262 20 0 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 0 1 0 0 0 0 0 5 0 0 8 0 0 Heavy Vehicle % 2% 3% 2% 0% 2% 0% 2% 0% 2% 4% 0% 0% 0% 3% 2% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 Adjustment Adjusted 2016 Volumes 5 31 8 0 1 0 10 0 46 128 0 0 0 262 20 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 5 33 9 0 1 0 11 0 50 138 0 0 0 282 22 0

Project Trips Trip Distribution IN 3% Trip Distribution OUT 4% Residential Trips 0 0 0 0 0 0 26 0 5 0 0 0 0 0 0 0

Trip Distribution IN 3% Trip Distribution OUT 4% Hotel Trips 0 0 0 0 0 0 2 0 4 0 0 0 0 0 0 0

Trip Distribution IN 4% 3% 2% Trip Distribution OUT 2% 6% 3% Office Trips 0 0 0 0 2 0 6 0 40 3 0 0 0 30 20 0

Trip Distribution IN 2% 2% 8% Trip Distribution OUT 5% 3% 1% 5% Retail Trips 0 0 0 0 8 0 5 0 7 8 0 0 0 5 21 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 10 0 39 0 56 11 0 0 0 35 41 0

2031 Buildout Total 5 33 9 0 11 0 50 0 106 149 0 0 0 317 63 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 3 8 12 11 30 0 10 196 0 135 1 0 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 0 0 0 0 0 0 0 8 0 4 0 0 Heavy Vehicle % 2% 2% 2% 0% 2% 0% 2% 0% 2% 4% 0% 0% 0% 3% 2% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 Adjustment Adjusted 2016 Volumes 3 8 12 0 11 0 30 0 10 196 0 0 0 135 1 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 3 9 13 0 12 0 32 0 11 211 0 0 0 145 1 0

Project Trips Trip Distribution IN 3% Trip Distribution OUT 4% Residential Trips 0 0 0 0 0 0 9 0 10 0 0 0 0 0 0 0

Trip Distribution IN 3% Trip Distribution OUT 4% Hotel Trips 0 0 0 0 0 0 5 0 3 0 0 0 0 0 0 0

Trip Distribution IN 4% 3% 2% Trip Distribution OUT 2% 6% 3% Office Trips 0 0 0 0 20 0 60 0 8 30 0 0 0 6 4 0

Trip Distribution IN 2% 2% 8% Trip Distribution OUT 5% 3% 1% 5% Retail Trips 0 0 0 0 23 0 14 0 16 23 0 0 0 11 42 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 43 0 88 0 37 53 0 0 0 17 46 0

2031 Buildout Total 3 9 13 0 55 0 120 0 48 264 0 0 0 162 47 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #11 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Driveway 1 at Fulton Street AM PEAK HOUR

Driveway 1 Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 609 696 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 609 0 0 0 696 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 0 0 0 0 0 656 0 0 0 750 0 0

Project Trips Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Residential Trips 33 0 13 0 0 0 0 0 0 46 27 0 5 197 0 0

Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Hotel Trips 3 0 1 0 0 0 0 0 0 37 22 0 4 17 0 0

Trip Distribution IN 20% 12% 11% Trip Distribution OUT 5% 2% 22% Office Trips 5 0 2 0 0 0 0 0 0 202 121 0 111 24 0 0

Trip Distribution IN 6% 9% 5% Trip Distribution OUT 5% 7% 10% Retail Trips 8 0 11 0 0 0 0 0 0 16 24 0 13 15 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 49 0 27 0 0 0 0 0 0 301 194 0 133 253 0 0

2031 Buildout Total 49 0 27 0 0 0 0 0 0 957 194 0 133 1,003 0 0

PM PEAK HOUR

Driveway 1 Fulton Street Fulton Street Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 830 412 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 830 0 0 0 412 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 0 0 0 0 0 894 0 0 0 444 0 0

Project Trips Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Residential Trips 12 0 5 0 0 0 0 0 0 86 51 0 10 71 0 0

Trip Distribution IN 25% 15% 3% Trip Distribution OUT 5% 2% 30% Hotel Trips 6 0 2 0 0 0 0 0 0 27 16 0 3 35 0 0

Trip Distribution IN 20% 12% 11% Trip Distribution OUT 5% 2% 22% Office Trips 50 0 20 0 0 0 0 0 0 38 23 0 21 219 0 0

Trip Distribution IN 6% 9% 5% Trip Distribution OUT 5% 7% 10% Retail Trips 23 0 33 0 0 0 0 0 0 32 48 0 26 47 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 91 0 60 0 0 0 0 0 0 183 138 0 60 372 0 0

2031 Buildout Total 91 0 60 0 0 0 0 0 0 1,077 138 0 60 816 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #12 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Pollard Boulevard at Driveway 2 AM PEAK HOUR

Observed 2016 Traffic Volumes 238 31 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 238 0 0 0 31 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 256 0 0 0 33 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Residential Trips 0 79 2 0 7 29 0 0 0 0 0 0 13 0 72 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Hotel Trips 0 7 1 0 6 23 0 0 0 0 0 0 1 0 6 0

Trip Distribution IN 1% 5% 5% Trip Distribution OUT 3% 1% 10% Office Trips 0 3 10 0 51 51 0 0 0 0 0 0 1 0 11 0

Trip Distribution IN 3% 15% 10% Trip Distribution OUT 7% 2% 9% Retail Trips 0 11 8 0 40 27 0 0 0 0 0 0 3 0 14 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 100 21 0 104 130 0 0 0 0 0 0 18 0 103 0

2031 Buildout Total 0 356 21 0 104 163 0 0 0 0 0 0 18 0 103 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 102 59 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 102 0 0 0 59 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 110 0 0 0 64 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Residential Trips 0 28 3 0 14 55 0 0 0 0 0 0 5 0 26 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 12% 2% 11% Hotel Trips 0 14 1 0 4 17 0 0 0 0 0 0 2 0 13 0

Trip Distribution IN 1% 5% 5% Trip Distribution OUT 3% 1% 10% Office Trips 0 30 2 0 10 10 0 0 0 0 0 0 10 0 100 0

Trip Distribution IN 3% 15% 10% Trip Distribution OUT 7% 2% 9% Retail Trips 0 33 16 0 79 53 0 0 0 0 0 0 9 0 42 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 105 22 0 107 135 0 0 0 0 0 0 26 0 181 0

2031 Buildout Total 0 215 22 0 107 199 0 0 0 0 0 0 26 0 181 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #13 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Driveway 3/Driveway 4 AM PEAK HOUR

Observed 2016 Traffic Volumes 1,295 283 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 1295 0 0 0 283 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 1,396 0 0 0 305 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Residential Trips 2 132 2 0 35 11 7 0 13 20 13 0 7 9 53 0

Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Hotel Trips 1 11 1 0 28 9 6 0 1 7 1 0 1 2 4 0

Trip Distribution IN 4% 1% 15% 7% 5% 3% 2% Trip Distribution OUT 12% 15% 3% 3% 3% Office Trips 40 13 10 0 152 71 51 0 16 30 3 0 3 20 3 0

Trip Distribution IN 2% 2% 13% 4% 3% 10% 1% Trip Distribution OUT 11% 2% 4% 2% 2% 5% Retail Trips 5 17 5 0 34 11 8 0 3 27 6 0 3 6 8 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 48 173 18 0 249 102 72 0 33 84 23 0 14 37 68 0

2031 Buildout Total 48 1,569 18 0 249 407 72 0 33 84 23 0 14 37 68 0

PM PEAK HOUR

Observed 2016 Traffic Volumes 482 751 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 482 0 0 0 751 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 519 0 0 0 809 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Residential Trips 3 47 3 0 65 21 14 0 5 19 5 0 2 5 19 0

Trip Distribution IN 1% 1% 19% 6% 4% 4% 1% Trip Distribution OUT 20% 2% 2% 2% 1% 1% 8% Hotel Trips 1 24 1 0 21 7 4 0 2 6 2 0 1 2 9 0

Trip Distribution IN 4% 1% 15% 7% 5% 3% 2% Trip Distribution OUT 12% 15% 3% 3% 3% Office Trips 8 120 2 0 29 13 10 0 149 6 30 0 30 4 30 0

Trip Distribution IN 2% 2% 13% 4% 3% 10% 1% Trip Distribution OUT 11% 2% 4% 2% 2% 5% Retail Trips 11 51 11 0 69 21 16 0 9 53 19 0 9 14 23 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 20 -40 20 0 30 -60 30 0 20 0 30 0 30 0 20 0

Total Project Trips 43 202 37 0 214 2 74 0 185 84 86 0 72 25 101 0

2031 Buildout Total 43 721 37 0 214 811 74 0 185 84 86 0 72 25 101 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #14 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Driveway 5 AM PEAK HOUR

Fraser Street Fraser Street Driveway 5 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 113 37 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 113 0 0 0 37 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 122 0 0 0 40 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Residential Trips 2 72 0 0 0 24 9 0 86 0 13 0 0 0 0 0

Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Hotel Trips 1 6 0 0 0 19 7 0 7 0 1 0 0 0 0 0

Trip Distribution IN 3% 11% 6% Trip Distribution OUT 11% 14% 2% Office Trips 30 12 0 0 0 111 61 0 15 0 2 0 0 0 0 0

Trip Distribution IN 2% 10% 1% Trip Distribution OUT 14% 13% 3% Retail Trips 5 21 0 0 0 27 3 0 20 0 5 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 38 111 0 0 0 181 80 0 128 0 21 0 0 0 0 0

2031 Buildout Total 38 233 0 0 0 221 80 0 128 0 21 0 0 0 0 0

PM PEAK HOUR

Fraser Street Fraser Street Driveway 5 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 43 47 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 43 0 0 0 47 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 46 0 0 0 51 0 0 0 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Residential Trips 3 26 0 0 0 44 17 0 31 0 5 0 0 0 0 0

Trip Distribution IN 1% 13% 5% Trip Distribution OUT 11% 13% 2% Hotel Trips 1 13 0 0 0 14 5 0 15 0 2 0 0 0 0 0

Trip Distribution IN 3% 11% 6% Trip Distribution OUT 11% 14% 2% Office Trips 6 110 0 0 0 21 11 0 139 0 20 0 0 0 0 0

Trip Distribution IN 2% 10% 1% Trip Distribution OUT 14% 13% 3% Retail Trips 11 65 0 0 0 53 5 0 61 0 14 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 21 214 0 0 0 132 38 0 246 0 41 0 0 0 0 0

2031 Buildout Total 21 260 0 0 0 183 38 0 246 0 41 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #15 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Driveway 6 AM PEAK HOUR

Capitol Avenue Capitol Avenue Driveway 6 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Residential Trips 0 96 2 0 0 31 0 0 0 0 0 0 13 0 33 0

Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Hotel Trips 0 11 1 0 0 11 0 0 0 0 0 0 1 0 3 0

Trip Distribution IN 5% 1% 7% Trip Distribution OUT 11% 6% 3% 1% Office Trips 0 63 10 0 0 77 0 0 0 0 0 0 3 0 1 0

Trip Distribution IN 4% 4% 4% Trip Distribution OUT 9% 6% 3% 2% Retail Trips 0 25 11 0 0 20 0 0 0 0 0 0 5 0 3 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 195 24 0 0 139 0 0 0 0 0 0 22 0 40 0

2031 Buildout Total 0 1,591 24 0 0 444 0 0 0 0 0 0 22 0 40 0

PM PEAK HOUR

Capitol Avenue Capitol Avenue Driveway 6 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Residential Trips 0 40 3 0 0 28 0 0 0 0 0 0 5 0 12 0

Trip Distribution IN 2% 1% 6% Trip Distribution OUT 14% 3% 2% 5% Hotel Trips 0 19 1 0 0 11 0 0 0 0 0 0 2 0 6 0

Trip Distribution IN 5% 1% 7% Trip Distribution OUT 11% 6% 3% 1% Office Trips 0 120 2 0 0 73 0 0 0 0 0 0 30 0 10 0

Trip Distribution IN 4% 4% 4% Trip Distribution OUT 9% 6% 3% 2% Retail Trips 0 63 21 0 0 49 0 0 0 0 0 0 14 0 9 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 -23 23 0 0 0 0 0 0 0 0 0 0 0 23 0

Total Project Trips 0 219 50 0 0 161 0 0 0 0 0 0 51 0 60 0

2031 Buildout Total 0 738 50 0 0 970 0 0 0 0 0 0 51 0 60 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #16 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Driveway 7 AM PEAK HOUR

Fraser Street Fraser Street Driveway 7 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Residential Trips 2 22 0 0 0 24 13 0 53 0 0 0 0 0 0 0

Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Hotel Trips 1 3 0 0 0 10 10 0 4 0 0 0 0 0 0 0

Trip Distribution IN 1% 3% 6% 5% Trip Distribution OUT 6% 2% 5% 3% Office Trips 10 36 0 0 0 63 51 0 5 0 3 0 0 0 0 0

Trip Distribution IN 4% 2% 3% 7% Trip Distribution OUT 6% 3% 8% 2% Retail Trips 11 14 0 0 0 13 19 0 12 0 3 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 24 75 0 0 0 110 93 0 74 0 6 0 0 0 0 0

2031 Buildout Total 24 197 0 0 0 150 93 0 74 0 6 0 0 0 0 0

PM PEAK HOUR

Fraser Street Fraser Street Driveway 7 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Residential Trips 3 10 0 0 0 26 24 0 19 0 0 0 0 0 0 0

Trip Distribution IN 1% 1% 6% 7% Trip Distribution OUT 3% 2% 8% Hotel Trips 1 5 0 0 0 9 8 0 9 0 0 0 0 0 0 0

Trip Distribution IN 1% 3% 6% 5% Trip Distribution OUT 6% 2% 5% 3% Office Trips 2 66 0 0 0 31 10 0 50 0 30 0 0 0 0 0

Trip Distribution IN 4% 2% 3% 7% Trip Distribution OUT 6% 3% 8% 2% Retail Trips 21 39 0 0 0 30 37 0 37 0 9 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 27 120 0 0 0 96 79 0 115 0 39 0 0 0 0 0

2031 Buildout Total 27 166 0 0 0 147 79 0 115 0 39 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #17 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Pollard Boulevard at Driveway 8 AM PEAK HOUR

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Residential Trips 0 2 7 0 29 13 0 0 0 0 0 0 13 0 79 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Hotel Trips 0 1 6 0 23 1 0 0 0 0 0 0 1 0 7 0

Trip Distribution IN 1% 2% 5% Trip Distribution OUT 1% 2% 3% Office Trips 0 10 20 0 51 1 0 0 0 0 0 0 2 0 3 0

Trip Distribution IN 3% 4% 10% Trip Distribution OUT 2% 1% 7% Retail Trips 0 8 11 0 27 3 0 0 0 0 0 0 2 0 11 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 21 44 0 130 18 0 0 0 0 0 0 18 0 100 0

2031 Buildout Total 0 277 44 0 130 51 0 0 0 0 0 0 18 0 100 0

PM PEAK HOUR

Project Trips Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Residential Trips 0 3 14 0 55 5 0 0 0 0 0 0 5 0 28 0

Trip Distribution IN 1% 4% 16% Trip Distribution OUT 2% 2% 12% Hotel Trips 0 1 4 0 17 2 0 0 0 0 0 0 2 0 14 0

Trip Distribution IN 1% 2% 5% Trip Distribution OUT 1% 2% 3% Office Trips 0 2 4 0 10 10 0 0 0 0 0 0 20 0 30 0

Trip Distribution IN 3% 4% 10% Trip Distribution OUT 2% 1% 7% Retail Trips 0 16 21 0 53 9 0 0 0 0 0 0 5 0 33 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 22 43 0 135 26 0 0 0 0 0 0 32 0 105 0

2031 Buildout Total 0 132 43 0 135 90 0 0 0 0 0 0 32 0 105 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #18 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Capitol Avenue at Driveway 9/Driveway 10 AM PEAK HOUR

Project Trips Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Residential Trips 0 38 2 0 0 33 11 0 33 16 7 0 13 15 26 0

Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Hotel Trips 0 7 1 0 0 3 9 0 3 8 1 0 1 2 2 0

Trip Distribution IN 6% 1% 7% 4% 2% Trip Distribution OUT 5% 9% 5% 1% 1% 1% Office Trips 0 66 10 0 0 10 71 0 5 40 1 0 1 20 1 0

Trip Distribution IN 8% 1% 3% 1% 5% 1% Trip Distribution OUT 5% 9% 2% 1% 3% 1% 2% 2% Retail Trips 0 29 3 0 0 22 3 0 3 15 5 0 2 6 3 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 140 16 0 0 68 94 0 44 79 14 0 17 43 32 0

2031 Buildout Total 0 1,536 16 0 0 373 94 0 44 79 14 0 17 43 32 0

PM PEAK HOUR

Project Trips Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Residential Trips 0 22 3 0 0 12 21 0 12 19 2 0 5 8 9 0

Trip Distribution IN 3% 1% 6% 5% 1% Trip Distribution OUT 5% 5% 5% 1% 1% 2% 2% 4% Hotel Trips 0 9 1 0 0 6 7 0 6 6 1 0 2 3 5 0

Trip Distribution IN 6% 1% 7% 4% 2% Trip Distribution OUT 5% 9% 5% 1% 1% 1% Office Trips 0 61 2 0 0 90 13 0 50 8 10 0 10 4 10 0

Trip Distribution IN 8% 1% 3% 1% 5% 1% Trip Distribution OUT 5% 9% 2% 1% 3% 1% 2% 2% Retail Trips 0 65 5 0 0 58 5 0 9 31 14 0 5 14 9 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 -30 30 0 0 -53 53 0 0 0 53 0 0 0 30 0

Total Project Trips 0 127 41 0 0 113 99 0 77 64 80 0 22 29 63 0

2031 Buildout Total 0 646 41 0 0 922 99 0 77 64 80 0 22 29 63 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #19 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Fraser Street at Driveway 11 AM PEAK HOUR

Fraser Street Fraser Street Driveway 11 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Residential Trips 2 4 0 0 0 13 11 0 20 0 13 0 0 0 0 0

Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Hotel Trips 1 3 0 0 0 1 9 0 2 0 1 0 0 0 0 0

Trip Distribution IN 2% 4% 6% Trip Distribution OUT 5% 6% 3% Office Trips 20 40 0 0 0 5 61 0 6 0 3 0 0 0 0 0

Trip Distribution IN 4% 6% 3% Trip Distribution OUT 1% 5% 5% 3% Retail Trips 11 18 0 0 0 8 8 0 8 0 5 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 34 65 0 0 0 27 89 0 36 0 22 0 0 0 0 0

2031 Buildout Total 34 187 0 0 0 67 89 0 36 0 22 0 0 0 0 0

PM PEAK HOUR

Fraser Street Fraser Street Driveway 11 Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Project Trips Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Residential Trips 3 7 0 0 0 5 21 0 7 0 5 0 0 0 0 0

Trip Distribution IN 1% 2% 6% Trip Distribution OUT 2% 3% 2% Hotel Trips 1 2 0 0 0 2 7 0 4 0 2 0 0 0 0 0

Trip Distribution IN 2% 4% 6% Trip Distribution OUT 5% 6% 3% Office Trips 4 8 0 0 0 50 11 0 60 0 30 0 0 0 0 0

Trip Distribution IN 4% 6% 3% Trip Distribution OUT 1% 5% 5% 3% Retail Trips 21 37 0 0 0 23 16 0 23 0 14 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 29 54 0 0 0 80 55 0 94 0 51 0 0 0 0 0

2031 Buildout Total 29 100 0 0 0 131 55 0 94 0 51 0 0 0 0 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #20 11/6/2017 19:23 INTERSECTION VOLUME DEVELOPMENT

Driveway 12 at Georgia Avenue AM PEAK HOUR

Driveway 12 Georgia Avenue Georgia Avenue Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 199 311 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 199 0 0 0 311 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 0 0 0 0 0 214 0 0 0 335 0 0

Project Trips Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Residential Trips 0 0 0 0 33 0 7 0 5 4 0 0 0 46 0 0

Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Hotel Trips 0 0 0 0 3 0 1 0 4 3 0 0 0 4 0 0

Trip Distribution IN 6% 5% 1% 1% Trip Distribution OUT 6% 2% 10% Office Trips 0 0 0 0 6 0 2 0 61 51 0 0 0 21 10 0

Trip Distribution IN 4% 4% 3% Trip Distribution OUT 7% 2% 7% Retail Trips 0 0 0 0 11 0 3 0 11 11 0 0 0 11 8 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Other Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total Project Trips 0 0 0 0 53 0 13 0 81 69 0 0 0 82 18 0

2031 Buildout Total 0 0 0 0 53 0 13 0 81 283 0 0 0 417 18 0

PM PEAK HOUR

Driveway 12 Georgia Avenue Georgia Avenue Northbound Southbound Eastbound Westbound Description Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn Left Through Right U-turn

Observed 2016 Traffic Volumes 324 296 Pedestrians Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.00 0.00 0.00 0.00 Adjustment Adjusted 2016 Volumes 0 0 0 0 0 0 0 0 0 324 0 0 0 296 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Growth Factor 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 1.078 New Road Adjustment Other Proposed Developments 2031 Background Traffic 0 0 0 0 0 0 0 0 0 349 0 0 0 319 0 0

Project Trips Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Residential Trips 0 0 0 0 12 0 2 0 10 7 0 0 0 17 0 0

Trip Distribution IN 3% 2% Trip Distribution OUT 5% 1% 7% Hotel Trips 0 0 0 0 6 0 1 0 3 2 0 0 0 8 0 0

Trip Distribution IN 6% 5% 1% 1% Trip Distribution OUT 6% 2% 10% Office Trips 0 0 0 0 60 0 20 0 11 10 0 0 0 102 2 0

Trip Distribution IN 4% 4% 3% Trip Distribution OUT 7% 2% 7% Retail Trips 0 0 0 0 33 0 9 0 21 21 0 0 0 33 16 0

Trip Distribution IN Trip Distribution OUT Restaurant Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Trip Distribution IN Trip Distribution OUT Non-Residential Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Pass-By Trips 0 0 0 0 16 0 18 0 16 -16 0 0 0 -18 18 0

Total Project Trips 0 0 0 0 127 0 50 0 61 24 0 0 0 142 36 0

2031 Buildout Total 0 0 0 0 127 0 50 0 61 373 0 0 0 461 36 0 k:\amt_tpto\000_turner field\dri\traffic study\analysis\[2_turner field dri_total build_2031_distributionupdate_20171031.xlsm]int #21 11/6/2017 19:23 Appendix E Programmed Project Fact Sheets AR-420 Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET

Short Title I-20 EAST TRANSIT INITIATIVE - PHASE I HEAVY RAIL TRANSIT EXTENSION FROM INDIAN CREEK MARTA STATION TO WESLEY CHAPEL ROAD AND BUS RAPID TRANSIT SERVICE FROM FIVE POINTS MARTA STATION TO WESLEY CHAPEL ROAD

GDOT Project No. N/A

Federal ID No. N/A

Status Long Range

Service Type Transit / Rail Capital

Sponsor MARTA

Jurisdiction Regional - East

Analysis Level In the Region's Air Quality Conformity Analysis

Existing Thru Lane N/A LCI Network Year 2040 Planned Thru Lane N/A Flex Corridor Length 19.1 miles Detailed Description and Justification

This project will extend existing MARTA heavy rail transit from the Indian Creek MARTA station south alon the I-285 Corridor and then east along the I-20 East corridor to Wesley Chapel Rd. Two new stations will be added. One at Wesley Chapel and one at Covington Highway. This project is currently under Environmental Review.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE ALL New Starts LR 2031- $1,464,601,000 $659,070,450 $0,000 $0,000 $805,530,550 2040 $1,464,601,000 $659,070,450 $0,000 $0,000 $805,530,550

SCP: Scoping PE: Preliminary engineering / engineering / design / planning PE-OV: GDOT oversight services for engineering ROW: Right-of-way Acquistion UTL: Utility relocation CST: Construction / Implementation $//7RWDOHVWLPDWHGFRVWLQFOXVLYHRIDOOSKDVHV

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 9/9/2016 AT-243 Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET

Short Title SR 154 (MEMORIAL DRIVE) CORRIDOR IMPROVEMENTS FROM I-75/85 TO SR 155 (CANDLER ROAD)

GDOT Project No. 0007952

Federal ID No. CSHPP-0007-00(952)

Status Programmed

Service Type Roadway / Operations & Safety

Sponsor City of Atlanta

Jurisdiction City of Atlanta

Analysis Level Exempt from Air Quality Analysis (40 CFR 93)

Existing Thru Lane Var LCI Network Year TBD Planned Thru Lane Var Flex Corridor Length 5.5 miles Detailed Description and Justification

The project will include improvements such as new and expanded sidewalks, trees, lighting, and other streetscape amenities, improved bus shelters, upgraded signalization, and additional turn lanes at intersections.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE PE Federal Earmark Funding AUTH 2013 $437,500 $350,000 $0,000 $0,000 $87,500

ROW Federal Earmark Funding 2018 $174,800 $139,840 $0,000 $0,000 $34,960

CST Federal Earmark Funding 2019 $1,187,500 $950,000 $0,000 $0,000 $237,500

$1,799,800 $1,439,840 $0,000 $0,000 $359,960

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 9/9/2016 AT-277 Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET

Short Title CYCLE ATLANTA: PHASE 1.0 - BICYCLE MOBILITY IMPROVEMENTS

GDOT Project No. 0012593

Federal ID No. N/A

Status Programmed

Service Type Last Mile Connectivity / Bicycle Facility

Sponsor City of Atlanta

Jurisdiction City of Atlanta

Analysis Level Exempt from Air Quality Analysis (40 CFR 93)

Existing Thru Lane N/A LCI Network Year TBD Planned Thru Lane N/A Flex X Corridor Length 26.8 miles Detailed Description and Justification

This project involves installing the bicycle facilities identified by the ARC-funded Cycle Atlanta: Phase 1.0 study. These facilities will support the existing and planned compact development in the central core of the city, as well as within the Atlanta BeltLine Planning Area, by supporting cycling as a mode of transportation between varied land uses. The five Core Bicycle Connection corridors from the Connect Atlanta Plan that will be analyzed under Phase 1.0 connect directly to 13 of the 38 MARTA heavy rail stations, providing enhanced connections between housing, services, employment opportunities and transit stations. The results of the study will identify methods to retrofit existing urban roadways with bicycle facilities in a context sensitive manner that protects the character and integrity of existing neighborhoods while meeting the needs of the community. Many of these study corridors overlap the ARC Bicycle Study Network, including West Marietta Street, Howell Mill Road, Peachtree Street, Lee Street and Martin Luther King, Jr Drive. Examples of the types of projects to be implemented can be found in the NACTO Urban Bikeway Design Guide. The study will be completed and adopted by June 30, 2013. Project components are identified as Core Bicycle Connections and Secondary Bicycle Connections in the Connect Atlanta Plan. Portions of this project are located in defined Equitable Target Areas. The project is being funded under the Last Mile Connectivity Program, a regional program defined in PLAN 2040 to improve pedestrian and bicyclist mobility, accessibility and safety along transit corridors, within employment and commercial centers, and in the vicinity of other major origins and destinations such as schools.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE PE STP - Urban (>200K) (ARC) AUTH 2014 $450,000 $360,000 $0,000 $0,000 $90,000

ROW STP - Urban (>200K) (ARC) AUTH 2015 $50,000 $40,000 $0,000 $0,000 $10,000

CST STP - Urban (>200K) (ARC) AUTH 2015 $2,000,000 $1,600,000 $0,000 $0,000 $400,000

$2,500,000 $2,000,000 $0,000 $0,000 $500,000

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 9/9/2016 Renew Atlanta Transportation Projects for A/E Joint task order

Project Description/Limits Location

Upgrades along Peachtree Street from Spring Street to Peachtree Street (TCC) Memorial Drive, to optimize signal operations and 2; 3; 4; 5; 6 communications network to ATCC.

Complete Street improvements inclusive of milling, repaving, and installation of bicycle lanes, sidewalks and Piedmont Ave 2 pedestrian improvements from 10th Street to Ponce de Leon Avenue.

Upgrades along Piedmont Avenue, from Juniper Street to Piedmont Avenue (TCC) Memorial Drive, to optimize signal operations and 1; 2; 4; 5 communications network to ATCC.

Upgrades along R.D Abernathy/Georgia Avenue from R.D. Abernathy/Georgia Cherokee Avenue to Murohy Street, to optimize signal 1; 4; 12 Avenue (TCC) operations and communications network to ATCC.

Upgrades along Sylvan Road, from Avon Avenue to Sylvan Road (TCC) Lakewood Avenue, to optimize signal operations and 12 communications network to ATCC.

Upgrades along West Marietta Street From Marietta Blvd West Marietta Street and Ivan Allen Jr. Blvd, to optimize signal operations and 3; 4 (TCC) communications network to ATCC.

Wieuca Road Resurfacing from Roxboro Road to Roswell Road 7

The Task Orders written under this authorization will provide for architectural and design services for several bridge, complete street, traffic signal, resurfacing, ADA sidewalk repair, facility and other miscellaneous improvement projects. The projects that may be the subject of a Task Order include, but may not be limited to those projects listed approve.

A t l a n t a S t r e e t c a r System Plan

A general framework of criteria to guide future o Historic Fourth Ward Park expansion of the streetcar system was developed o Boulevard Crossing Park utilizing the five guiding principles: o Murphy Crossing o Enota Park  Project Readiness o Maddox Park o Direct connection to current streetcar routes in operation  Crosstown Inner Loop – Bi-directional on- o Continued advancement through street and loop operation along Fair St/MLK project development phases Jr Dr/Luckie St/Auburn Ave/Edgewood Ave/Irwin St/Atlanta BeltLine corridor and  Practicality/Ridership o Demonstrates high ridership potential serving the following key destinations: o Supports cost-effective project delivery o Atlanta University Center and operation o Centennial Olympic Park o Downtown  Equity o o Serves transit-dependent and choice Georgia State University o King Center riders o Atlanta BeltLine Parks & Trails o Connects residents to major employment and activity centers  Crosstown Outer Loop – Bi-directional on-  Financial Leverage street and loop operation along Northside o Competitive in Federal funding process Dr/Luckie St/Capitol Ave/Hank Aaron and attracts local investment Dr/Atlanta BeltLine corridor and serving the o Identified/committed funding sources following key destinations: to build, operate and maintain o Georgia Tech o  Development Impact Centennial Olympic Park o o Supports established communities and Downtown o districts Georgia State University o o Encourages investment in under- Turner Field o utilized and vacant properties Atlanta BeltLine Parks & Trails The full build-out of the Atlanta Streetcar System  Crosstown Midtown Line – Bi-directional Plan includes multiple crosstown streetcar routes on-street operation along DL Hollowell that integrate seamlessly with streetcar service Pkwy/North Ave corridor between the East along the Atlanta BeltLine corridor, connecting and West Atlanta BeltLine corridors and communities with key destinations, employment serving the following key destinations: centers and MARTA service (Figure ES-2). These o Bankhead MARTA Station corridors would extend the current Atlanta o Georgia Tech Streetcar downtown loop along City streets and into o North Avenue MARTA Station the Atlanta BeltLine corridor, utilizing six streetcar o Midtown routes: o Historic Fourth Ward Park o  BeltLine Central Loop – Bi-directional loop Ponce City Market operation along the Atlanta BeltLine corridor and serving the following key destinations: o Westside Reservoir Park o Piedmont Hospital o Piedmont Park

Executive Summary | E-4

A t l a n t a S t r e e t c a r System Plan

Figure ES-2: Atlanta Streetcar System Routes

Executive Summary | E-5

A t l a n t a S t r e e t c a r System Plan

 Crosstown Crescent Line – Bi-directional on-street operation along Joseph E Lowery Blvd/Ralph D Abernathy Blvd/Georgia Ave corridor between the Southeast and West Atlanta BeltLine corridors and serving the following key destinations: o Ashby MARTA Station o Atlanta University Center o West End MARTA Station o Turner Field o Grant Park o Boulevard Crossing Park

 Crosstown Peachtree Line – Bi-directional Rendering of Atlanta BeltLine Westside Trail with on-street operation along the Peachtree Atlanta Streetcar at Martin Luther King Jr. Drive St/West Peachtree St/Peters St/Lee

St/Campbellton Rd corridor between specifications. It is anticipated that federal funding Greenbriar Mall and Buckhead and serving and financingAn will image be soughtor quote as can an go option here to fund the following key destinations: portions of the streetcar system. o Greenbriar Mall The SSP represents the current priorities for transit o Fort McPherson implementation for the City of Atlanta, Invest o Downtown Atlanta, and Atlanta BeltLine, Inc. Implementing the o Midtown Atlanta Streetcar system is a long-term endeavor. In o Fox Theatre response to the Connect Atlanta Plan’s target to o Woodruff Arts Center “embrace new notions of mobility,” this strategy o Piedmont Hospital has tremendous potential to shape the City’s In coordination with the City and Invest Atlanta, ABI growth and reinvestment, both over the short term has initiated an environmental assessment along and long term planning horizons. Priorities, with advanced conceptual engineering of 18 miles however, can change over time based on dynamic of the Atlanta Streetcar system along the Atlanta factors such as City planning, evolving development BeltLine East, Atlanta BeltLine West and Luckie and transportation priorities, and funding Street/North Avenue corridors. Environmental opportunities. Therefore, the SSP should be treated documentation will include refinements of ridership as a “living” document that guides the near-term potential and evaluation of capital costs, land use, implementation priorities with an eye to what lies economic development, and environmental ahead. As progress is made, the SSP will need to be impacts. Public and stakeholder input during the updated (i.e. every 4 to 5 years) to reflect the project implementation process will continue to be dynamics of the City, such as: a priority. Simulataneously, the City will develop the  Implementation of streetcar projects and financial plans and delivery approaches that will other programmed improvements; help achieve the goals for development of the streetcar system.  Changes in population, employment and land uses; It is anticipated that these tasks will be completed by 2016, allowing the City and ABI to compete for  New developments, key activity centers and large scale federal grants and advance local funding planning initiatives; and initiatives as needed. Projects will then advance to  Potential transit funding opportunities final engineering, construction documentation and

Executive Summary | E-6