Atlanta Dairies DRI #2897 City of Atlanta, Georgia

Transportation Analysis

Report Prepared: January 2019

Prepared for: Wood Partners

Prepared by:

Kimley-Horn and Associates, Inc. 817 West Peachtree Street, Suite 601 Atlanta, GA 30308 January 2019 012095016

Atlanta Dairies DRI #2897 - Transportation Analysis

TABLE OF CONTENTS Executive Summary ...... 1

1.0 Project Description ...... 4 1.1 Introduction ...... 4 1.2 Site Plan Review ...... 7 1.3 Site Access ...... 7 1.4 Bicycle and Pedestrian Facilities ...... 7 1.5 Transit Facilities ...... 8 2.0 Traffic Analyses, Methodology and Assumptions ...... 8 2.1 Growth Rate ...... 8 2.2 Traffic Data Collection ...... 8 2.3 Detailed Intersection Analysis ...... 8 3.0 Study Network ...... 9 3.1 Gross Trip Generation...... 9 3.2 Trip Distribution ...... 9 3.3 Level-of-Service Standards ...... 9 3.4 Study Network Determination...... 9 3.5 Existing Roadway Facilities ...... 10 4.0 Trip Generation...... 12

5.0 Trip Distribution and Assignment ...... 12

6.0 Traffic Analysis ...... 16 6.1 Existing 2018 Conditions...... 16 6.2 Projected 2021 No-Build Conditions...... 18 6.3 Projected 2021 Build Conditions ...... 20 7.0 Ingress/Egress Analysis ...... 23

8.0 Identification of Programmed Projects ...... 23

9.0 Internal Circulation Analysis...... 24

10.0 Compliance with Comprehensive Plan Analysis ...... 24

012095016 i January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

LIST OF TABLES

Table 1: Proposed Land Uses and Densities ...... 4 Table 2: Peak Hour Summary ...... 8 Table 3: Gross Trip Generation ...... 9 Table 4: Intersection Control Summary ...... 10 Table 5: Roadway Classifications ...... 10 Table 6: Net New Trip Generation...... 12 Table 7: Existing 2018 Level-of-Service Summary ...... 16 Table 8: Projected 2021 No-Build Level-of-Service Summary ...... 18 Table 9: Projected 2021 Build Level-of-Service Summary ...... 20 Table 11: Programmed Improvements ...... 23

LIST OF FIGURES

Figure 1: Site Location Map ...... 5 Figure 2: Site Location Aerial ...... 6 Figure 3: Study Intersections ...... 11 Figure 4: Residential Trip Distribution & Assignment...... 13 Figure 5: Non-Residential Trip Distribution & Assignment ...... 14 Figure 6: Project Trips...... 15 Figure 7: Existing 2018 Conditions...... 17 Figure 8: Projected 2021 No-Build Conditions ...... 19 Figure 9: Projected 2021 Build Conditions ...... 22

012095016 ii January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

LIST OF APPENDICES

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

Available Upon Request

Appendix G Raw Traffic Count Data Appendix H Synchro Capacity Analyses

012095016 iii January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

EXECUTIVE SUMMARY This report presents the analysis of the anticipated traffic impacts of the proposed Atlanta Dairies development located in the City of Atlanta, Georgia. The approximate 9.78-acre site is located south of Memorial Drive (SR 154), east of Pearl Street, west of Chester Avenue, and north of Old Flat Shoals Road. The proposed development will be mixed-use and will include residential, office, retail, and music venue land uses. The site was formerly occupied by industrial land uses.

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 500,000 SF of mixed-use development in a Maturing Neighborhoods area per the Atlanta Region’s Plan Unified Growth Policy Map. The DRI trigger for this development is a Special Administrative Permit (SAP) filed with the City of Atlanta on November 14, 2018, combined with the proposed development exceeding 500,000 gross square feet for mixed-use developments. The project site is currently zoned for Mixed Residential and Commercial (MRC-3-C) per the City of Atlanta Zoning Ordinance Map. The DRI was formally triggered with the filing of the Initial DRI Information (Form 1) on December 13, 2018 by the City of Atlanta.

According to GRTA’s Procedures and Principles for GRTA Development of Regional Impact Review, the proposed DRI complies with the Expedited Review Criteria in Section 3-102, Part F – Livable Centers Initiative (LCI), which states:

…the proposed DRI is located within an area approved for inclusion within the LCI program by the Atlanta Regional Commission and is consistent with the policies, design elements, and overall standards established by the study and any subsequently funded Supplemental Study(s). The local government(s) in which the LCI is located has completed and adopted the initial LCI Study within their Comprehensive Plan. Additionally, the local government(s) must have shown efforts towards implementation of the adopted study, by such methods as, approval of conforming development/redevelopment plan, adopted ordinances and/or codes, and implementation of the LCI’s Five (5) Year Plan.

See letter dated January 28, 2019, under separate cover that requests Expedited Review and provides supporting documentation for LCI consistency.

The proposed project is expected to be completed by 2021 (approximately 3 years), and this analysis will consider the full build-out of the proposed site in 2021.

012095016 1 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

The proposed development will consist of the following land uses and densities:

Proposed Land Uses and Densities Land Use Density Residential 564 units Office 46,165 SF Retail 50,170 SF Music Venue 36,238 SF

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 and alternative transportation mode reductions.

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 restaurants 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 Atlanta Dairies DRI.

Alternative modes reductions are taken when a site can be accessed by modes other than vehicles (walking, bicycling, transit, etc.). The project site is located near two (2) MARTA Rail Stations: King Memorial (1.5 miles) and Inman Park-Reynoldstown (1 mile). The project site is also located adjacent to MARTA Bus Route #21 and #107 with bus stops currently at the intersection of Memorial Drive (SR 154) at Pearl Street and Memorial Drive (SR 154) at Chester Avenue. The Beltline SE trail is proposed to be extended from Allene Avenue to Glenwood Park, which is approximately 0.25 miles south of the project site. The Beltline is projected to eventually continue along Bill Kennedy Way and extend north of the project site.

An alternative mode reduction of 15% is assumed due to the proximity of MARTA rail stations, MARTA bus stop locations, and the extension of the Beltline. This reduction is consistent with GRTA’s Letter of Understanding.

Pass-by reductions are taken for a site when traffic normally traveling along a roadway may choose to visit a retail or restaurant establishment that is along the vehicle’s path. These trips were already on the road and would therefore only be new trips on the driveways. The retail and restaurant establishments proposed for the project are expected to generate pass-by trips.

Capacity analyses were performed throughout the study network for the Existing 2018 conditions, the Projected 2021 No-Build conditions, and the Projected 2021 Build conditions.

012095016 2 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

· Existing 2018 conditions represent traffic volumes that were collected in November 2018 during the AM and PM peak periods. · Projected 2021 No-Build conditions represent the existing traffic volumes grown at 1.5 percent per year for three years throughout the study network. Additionally, estimated project trips associated with the 905 Memorial Drive (SR 154) DRI #2557 were added to the impacted intersections. Roadway laneage was updated for intersections that are expected to be impacted by GDOT Project #M005724 to remove the reversible lanes on Memorial Drive (SR 154). · Projected 2021 Build conditions represent the Projected 2021 No-Build conditions plus the addition of the project trips that are anticipated to be generated by the Atlanta Dairies DRI.

Based on the Existing 2018 conditions (present conditions; i.e. excludes the background traffic growth, the estimated project trips from the 905 Memorial Drive (SR 154) DRI #2557, and the estimated project trips from the Atlanta Dairies DRI #2897), all study intersections currently operate acceptably per the GRTA overall level-of-service standard of D during the AM and PM peak hours for the Existing 2018 conditions.

Based on the Projected 2021 No-Build conditions (includes background traffic growth and the estimated project trips from the 905 Memorial Drive (SR 154) DRI #2557 but excludes the estimated project trips from the Atlanta Dairies DRI #2897), all study intersections are projected to operate at an acceptable overall level-of-service standard during the AM and PM peak hours for the Projected 2021 No-Build conditions.

Based on the Projected 2021 Build conditions (includes projected 2021 No-Build (above) plus the estimated project trips from the Atlanta Dairies DRI #2897), all study intersections are projected to operate at an acceptable overall level-of-service standard during the AM and PM peak hours for the Projected 2021 Build conditions.

The following site-access improvements (driveway improvements) are recommended to serve the site traffic associated with the Atlanta Dairies DRI: · Intersection 5: Memorial Drive (SR 154) at Site Driveway 1 o On the site, provide a minimum of one (1) northbound exiting lane and one (1) southbound entering lane. Driveway operations are proposed to be full-movement. · Intersection 6: Pearl Street at Site Driveway 2 o On the site, provide a minimum of one (1) westbound exiting lane and one (1) eastbound entering lane. Driveway operations are proposed to be full-movement. · Intersection 7: Old Flat Shoals Road at Site Driveway 3 o On the site, provide a minimum of one (1) eastbound exiting lane and one (1) westbound entering lane. Driveway operations are proposed to be full-movement. · Intersection #8: Old Flat Shoals Road at Site Driveway 4 o On the site, provide a minimum of one (1) eastbound exiting lane and one (1) westbound entering lane. Driveway operations are proposed to be full-movement.

012095016 3 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

1.0 PROJECT DESCRIPTION 1.1 Introduction This report presents the analysis of the anticipated traffic impacts of the proposed Atlanta Dairies DRI located in the City of Atlanta, Georgia. The approximate 9.78-acre site is located south of Memorial Drive (SR 154), east of Pearl Street, west of Chester Avenue, and north of Old Flat Shoals Road. The proposed development will be mixed-use and will include residential, office, retail, and music venue land uses.

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 500,000 SF of mixed-use development in a Maturing Neighborhoods area per the Atlanta Region’s Plan Unified Growth Policy Map. The DRI trigger for this development is a Special Administrative Permit (SAP) for the second phase of the residential development filed with the City of Atlanta on November 14, 2018, combined with the proposed development exceeding 500,000 gross square feet for mixed-use developments. The project site is currently zoned for Mixed Residential and Commercial (MRC-3-C) per the City of Atlanta Zoning Ordinance Map. The DRI was formally triggered with the filing of the Initial DRI Information (Form 1) on December 13, 2018 by the City of Atlanta.

See letter dated January 28, 2019, under separate cover that requests Expedited Review and provides supporting documentation for LCI consistency.

Figure 1 provides the site location of the Atlanta Dairies proposed development. Figure 2 provides an aerial view of the project site and surrounding area. Field review photographs taken within the vicinity of the study network are located in the site photo log in Appendix A. The City of Atlanta Zoning Map and the Atlanta Region’s Plan Unified Growth Policy Map are included in Appendix B.

The proposed project is expected to be completed by 2021, and this analysis will consider the full buildout of the proposed site in 2021. A summary of the proposed land-use and density is shown in Table 1.

Table 1: Proposed Land Uses and Densities Land Use Density Residential 564 units Office 46,165 SF Retail 50,170 SF Music Venue 36,238 SF

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PROJECT SITE

Atlanta Dairies Figure DRI #2897 Site Location Map 1 Transportation Analysis Page 5 N

PROJECT SITE DRI #2557

Atlanta Dairies Figure Site Location 2 DRI #2897 Aerial Transportation Analysis Page 6 Atlanta Dairies DRI #2897 - Transportation Analysis

1.2 Site Plan Review The proposed development is located on an approximately 9.78-acre site in the City of Atlanta, Georgia. The project site is located south of Memorial Drive (SR 154), east of Pearl Street, west of Chester Avenue, and north of Old Flat Shoals Road. The proposed development will be mixed-use and will include residential, office, retail, and music venue land uses.

A reference of the proposed site plan is provided in Appendix C. 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 The proposed site access points provide vehicular access to the entire development. Internal private roadways will include pedestrian facilities throughout the site and will provide access to all buildings and parking facilities. See referenced site plan in Appendix C for a visual representation of vehicular access and circulation throughout the proposed development. As currently envisioned, the proposed development will be accessible via four (4) total driveways: · Site Driveway 1 (Intersection 5) – an unsignalized, full-movement driveway located along Memorial Drive (SR 154) approximately 700 feet west of Chester Avenue. This driveway was permitted as part of the first phase of residential development. · Site Driveway 2 (Intersection 6) – an unsignalized, full-movement driveway located along Pearl Street approximately 450 feet south of Pearl Street. This driveway was permitted as part of the first phase of residential development. · Site Driveway 3 (Intersection 7) – an unsignalized, full-movement driveway located along Old Flat Shoals Road approximately 575 feet west of Chester Avenue. This driveway was permitted as part of the first phase of residential development. · Site Driveway 4 (Intersection 8) a proposed unsignalized, full-movement driveway located along Old Flat Shoals Road approximately 875 feet west of Chester Avenue. Note: A service only drive for loading/unloading will be provided adjacent to the music venue on Old Flat Shoals Road. Parking will be provided throughout the development as follows:

Total Parking Provided: 1,308 spaces Parking Required: 1,117 spaces minimum 1,590 spaces maximum 1.4 Bicycle and Pedestrian Facilities Pedestrian facilities (sidewalks) currently exist along the entire project site frontage along Memorial Drive (SR 154) and along Chester Avenue between Memorial Drive (SR 154) and Old Flat Shoals Road. Partial sidewalks (not the entire length of the roadway) are currently provided along Pearl Street and Old Flat Shoals Road. All internal roadways as well as the gaps along the site perimeter are proposed to have sidewalks and pedestrian amenities as can be seen on the DRI Site Plan.

012095016 7 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

1.5 Transit Facilities The project site is located near two (2) MARTA Rail Stations: King Memorial (1.5 miles) and Inman Park-Reynoldstown (1 mile). The project site is also located adjacent to MARTA Bus Route #21 and #107 with bus stops currently at the intersection of Memorial Drive (SR 154) at Pearl Street and Memorial Drive (SR 154) at Chester Avenue. The Beltline SE trail is proposed to be extended from Allene Avenue to Glenwood park, which is approximately 0.25 miles south of the project site. The Beltline is projected to eventually continue along Bill Kennedy Way and extend north of the project site.

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, estimates, and trips anticipated from nearby or adjacent other projects. Based on methodology outlined in the GRTA Letter of Understanding (LOU), a 1.5 percent per year for three years background traffic growth rate was used for all roadways. 2.2 Traffic Data Collection Weekday peak hour turning movement counts were collected on Wednesday, November 14, 2018, during the AM and PM peak periods. Peak hours for all the study intersections are shown in Table 2.

Table 2: Peak Hour Summary

Intersection AM Peak Hour PM Peak Hour

1. Memorial Drive (SR 154) at Boulevard 7:15-8:15 AM 5:00-6:00 PM 2. Memorial Drive (SR 154) at Pearl Street 7:45-8:45 AM 5:00-6:00 PM 3. Memorial Drive (SR 154) at Chester Avenue 7:45-8:45 AM 5:00-6:00 PM 4. Memorial Drive (SR 154) at Bill Kennedy Way 7:45-8:45 AM 5:00-6:00 PM

The collected peak hour turning movement traffic counts are available upon request. 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 10.0. Existing traffic signal phasing and timing data were retrieved for available intersections. Levels-of-service for signalized intersections and all-way stop-controlled 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. 012095016 8 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

3.0 STUDY NETWORK 3.1 Gross Trip Generation Traffic for the proposed land uses and densities were calculated using methodology contained in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 10th Edition. Gross trips generated are displayed below in Table 3.

Table 3: Gross Trip Generation ITE Daily Traffic AM Peak Hour PM Peak Hour Land Use Density Code Enter Exit Enter Exit Enter Exit Residential 564 units 220 2,111 2,111 57 190 173 102 Office 46,165 SF 710 251 251 60 10 9 46 Retail 50,170 SF 820 947 947 29 18 92 99 Music Venue 36,238 SF N/A 1200 1200 0 0 0 0 Total Gross Trips 4,509 4,509 146 218 274 247 *Note: ITE does not give guidance regarding Music Venues. The projected daily trips are assumed to be 2,400; however, the music venue is not expected to generate AM and PM peak hour trips as events are expected to be held outside of traditional AM and PM peak hours.

Traffic for the proposed music venue was calculated based on a capacity of 3,000 attendees and assuming 2.5 attendees/vehicle. 3.2 Trip Distribution The directional distribution and assignment of new project trips were 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), City of Atlanta, and GDOT staff. (See Section 5.0 Trip Distribution and Assignment).

3.3 Level-of-Service Standards For the purposes of this traffic analysis, a level-of-service standard of D was assumed for all 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 the intersection during that peak period becomes LOS E, consistent with the GRTA Letter of Understanding.

3.4 Study Network Determination A general study area was determined based on a review of land uses and population densities in the area as well as a review of peak hour traffic counts and engineering judgement. The study area was agreed upon during methodology discussions with GRTA, ARC, City of Atlanta, and GDOT staff, and includes the following eight (8) intersections described in Table 4.

The study network includes four (4) existing signalized intersections and four (4) proposed stop- controlled intersections as noted in Table 4. The study intersections are shown in Figure 3.

012095016 9 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

Table 4: Intersection Control Summary Intersection Control 1. Memorial Drive (SR 154) at Boulevard Signal 2. Memorial Drive (SR 154) at Pearl Street Signal 3. Memorial Drive (SR 154) at Chester Avenue Signal 4. Memorial Drive (SR 154) at Bill Kennedy Way Signal 5. Memorial Drive (SR 154) at Site Driveway 1 Proposed Side-Street Stop Control 6. Pearl Street at Site Driveway 2 Proposed Side-Street Stop-Control 7. Old Flat Shoals Road at Site Driveway 3 Proposed Side-Street Stop-Control 8. Old Flat Shoals Road at Site Driveway 4 Proposed Side-Street Stop-Control

Each of the intersections listed in Table 4 were analyzed for the Existing 2018 conditions, the Projected 2021 No-Build conditions, and the Projected 2021 Build conditions. The Projected 2021 No-Build conditions represent the existing traffic volumes grown at 1.5 percent per year throughout the study network with the addition of estimated project trips from the 905 Memorial Drive (SR 154) DRI #2557.

The Projected 2021 Build conditions add the project trips associated with the Atlanta Dairies DRI to the Projected 2021 No-Build conditions. 3.5 Existing Roadway Facilities Roadway classification descriptions and estimated Average Daily Traffic (ADT) for the entire study area are provided in Table 5 (bolded roadway runs adjacent to the site).

Table 5: Roadway Classifications No. of Posted Speed Limit Average Daily Functional Roadway Lanes (MPH) Traffic (ADT) Classification Memorial Drive (SR 154) 4 35 17,400 Minor Arterial Pearl Street 2 25 N/A Local Old Flat Shoals Road 2 15 N/A Local Chester Avenue 2 25 N/A Local Bill Kennedy Way 2 35 10,100 Major Collector

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1 2 5 3 4

7 8

LEGEND DRI Project Site Boundary Proposed Site Driveway X Proposed Study Intersection

Atlanta Dairies Figure Study DRI #2897 3 Intersections Transportation Analysis Page 11 Atlanta Dairies DRI #2897 - 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, 10th Edition, using equations where available.

Trip generation for this proposed development is calculated based upon the following land use: Multifamily Housing (Low-Rise) (ITE 220), General Office Building (ITE 710), Shopping Center (ITE 820), and Music Venue (N/A).

The total (net) trips generated and analyzed in this report are listed in Table 6.

Table 6: Net New Trip Generation Daily Traffic AM Peak Hour PM Peak Hour Total Enter Exit Enter Exit Enter Exit Gross Project Trips 9,018 4,509 4,509 146 218 274 247 Mixed-Use Reduction -520 -260 -260 -10 -10 -49 -49 Alternative Mode Reduction -1,154 -577 -577 -20 -31 -33 -30 Pass-by Reduction -474 -237 -237 -0 -0 -22 -22 Net New Trips 6,750 3,375 3,375 116 177 170 146

A more detailed trip generation analysis summary table is provided in Appendix D.

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, City of Atlanta, and GDOT staff.

Figure 4 and Figure 5 display the anticipated distribution and assignment of residential and non- residential trips throughout the study roadway 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 combined peak hour project trips by turning movement throughout the study network, anticipated to be generated by the proposed Atlanta Dairies DRI, are shown on Figure 6.

Detailed intersection volume worksheets are provided in Appendix E.

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o N m e

4 M % 3 2

22%

Bill Kennedy Way N ) ) % % 3 2 2 2 ( (

3 % % 0

5 4 (30%) 7 (10%) 8 (5%) Chester Ave

Old Flat Shoals Rd 10% 10%

30% ) ) ) % % % 5 0 5 2 1 1 ( ( ( 3 4 y y a a w w 5 e e v v i i ) r r D D % % 5 e e ( 5 (10%) t t i i S S (5%)

Site Driveway 1 2 y ) a % % 0 w 5 3 e ( v i r D e t i S 2 6 ) ) % % 0 0 1 5 ( (5%) (

(45%)

Pearl St 25% % % 0 5 3 2

1 LEGEND ) ) ) % % % 5 5 5

1 2 1 Turning Movement ( ( ( 15% Proposed Driveway XX% % Entering Trips (XX%) % Exiting Trips 15% Boulevard SE Existing Traffic Signal %

5 Proposed Stop Control 2 X Intersection Reference Number

Atlanta Dairies Figure Residential Trip 4 DRI #2897 Distribution Transportation Analysis Page 13 r D l a i r

o N m e

4 M % 0 3

10%

Bill Kennedy Way N ) ) % % 0 0 3 1 ( (

3 % % 5

5 3 (25%) 7 8 (5%) (10%) Chester Ave

Old Flat Shoals Rd 10% 10% 25% ) ) ) % % % 0 0 5 2 1 1 ( ( ( 3 4 y y a a w w 5 e e v v i i ) r r D D % % 5 e e ( 5 (10%) t t i i S S (5%)

Site Driveway 1 2 y ) a % % 5 w 5 1 e ( v i r D e t i S 2 6 ) ) % % 0 5 1 5 ( (5%) ( (5%) (45%)

Pearl St 5% 45% % % 5 0 1 4

1 LEGEND ) ) ) % % % 5 0 0

1 1 3 Turning Movement ( ( ( Proposed Driveway 30% XX% % Entering Trips (XX%) % Exiting Trips 15% Boulevard SE Existing Traffic Signal %

0 Proposed Stop Control 1 X Intersection Reference Number

Atlanta Dairies Figure Non-Residential DRI #2897 5 Trip Distribution Transportation Analysis Page 14 r D l a i r

o N m e M 4 ) 3 4 ( 1 3

18 (31) Bill Kennedy Way N 2 7 4 3 ) ) 8 4 3 2 ( (

3 ) 6 6 ) ( 8 ( 3

5 4 52 (41) 7 18 (15) 8 9 (8) Chester Ave

Old Flat Shoals Rd (16) 12 (16) 12 (49) 31 4 8 7 4 1 2 ) ) ) 3 5 2 3 1 2 ( ( ( 3 4 y y a a w w e e 5 ) v v 4 i i 1 r r ) ( 2 D D ( 1 e e 3 1 18 (29) t t i i S S 9 (16)

Site Driveway 1 2 y 9 4 a 2 ) w 6 ) - e 7 ( v 5 i ( r D e t i S

2 ) 6 ) 5 7 1 7 ( ( 8 9

1 9 (8) 8 1 (4) 80 (65)

Pearl St (2) 3 (51) 43 4 9 2 3 ) ) 3 9 4 4 ( (

LEGEND 1 ) ) ) 2 6 2 2 2 3 ( ( ( Turning Movement 7 2 0 2 4 3 Proposed Driveway 27 (33) XX AM Peak Hour Project Trips (XX) PM Peak Hour Project Trips Boulevard SE (25) 17 Existing Traffic Signal 6

2 Proposed Stop Control ) 1 4 ( X Intersection Reference Number

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6.0 TRAFFIC ANALYSIS 6.1 Existing 2018 Conditions The observed existing peak hour traffic volumes were entered into Synchro 10.0, and capacity analyses were performed for the AM and PM peak hours. The existing peak hour traffic volumes are displayed in Figure 7, and the results of the capacity analyses for the Existing 2018 conditions are shown in Table 7. Detailed Synchro analysis reports are available upon request.

Table 7: Existing 2018 Level-of-Service Summary LOS (Delay in Seconds)

LOS Existing 2018 Intersection Control Approach Std. AM Peak PM Peak 1. Memorial Drive (SR 154) at Boulevard Signal Overall D D (39.4) D (41.7) 2. Memorial Drive (SR 154) at Pearl Street Signal Overall D A (2.4) A (3.4) 3. Memorial Drive (SR 154) at Chester Avenue Signal Overall D A (4.7) A (5.7) 4. Memorial Drive (SR 154) at Bill Kennedy Way Signal Overall D C (24.9) B (16.2) * HCM 2000 methodology used for the analysis of Intersection #1. HCM 2010 methodology does not analyze permitted-protected left-turns from a shared lane.

As shown in Table 7, all of the study intersections currently operate acceptably per the GRTA overall level-of-service standard of D during the AM and PM peak hours for the Existing 2018 conditions.

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l Reversible Center Lane along Memorial Drive a i r from Flat Shoals Ave to Pearl St

o N

m AM Peak- 2 WB Lanes/1 EB Lane ) ) e 9 7 M 4 1 8 PM Peak- 1 WB Lane/2 EB Lanes 2 1 ( ( Left turns allowed from leftmost lane 9 0 7 6

6 1 153 (113) 342 (129)

Bill Kennedy Way AM: 2 WB Lanes PM: 1 WB Lane 4 5

6 5 AM: 1 EB Lane 1 1

) ) PM: 2 EB Lanes 0 8 9 4 3 4 ( ( )

3 9 ) 7 ) 2 2 8 ( 4 1 ( ( 0

AM: 2 WB Lanes 2 2 5 PM: 1 WB Lane 6 9 4 32 (53) 7 (4) 7 8 Chester Ave 44 (8) 33 (51) 33 (51)

Old Flat Shoals Rd (111) 63 (29) 62 (29) 62 (11) 3

(22) 24 5 1 0 2 1 ) AM: 1 EB Lane 2 6 ) 1 7 ) ( 1

2 PM: 2 EB Lanes ( 7 6 ( 3 4 y y a a ) w w 3 e e 5 1 v v 3 i i ( r r 5 D D 7 e e 9 t t i i S S

AM: 2 WB Lanes PM: 1 WB Lane Site Driveway 1 2 y

9 AM: 1 EB Lane a 3 w 2 PM: 2 EB Lanes e ) v 7 i r 0 7 D ( e t i S ) 4

2 ) 0 6 0 3 ) ( 1 3 ( ( 9 3 1 0

AM: 2 WB Lanes 3 9 1 8 (10) PM: 1 WB Lane 4 (2) 26 (21) 38 (33)

Pearl St (13) 8 (16) 19 (1) 0

(7) 16 6 6 9 2 ) ) 2 3 2 AM: 1 EB Lane 1 1 ) ( ( 5

8 PM: 2 EB Lanes 6 (

) LEGEND ) 2

1 3 1 ) 8 2 0 ( ( 9 (

4 6 Existing Roadway Laneage 5 5 2 2 5 4 19 (61) Reversible Lane 809 (376) 303 (67) (AM: 2 WB/1EB, PM: 1 WB/2EB) Proposed Driveway Boulevard SE XX AM Peak Hour Traffic Volumes (126) 68 (907) 166 (XX) PM Peak Hour Traffic Volumes 2 4 7

(30) 42 7 6 1 1 ) ) Existing Traffic Signal 1 ) 1 8 0 1 ( 6 1 ( 4 X Intersection Reference Number (

Atlanta Dairies Figure Existing 2018 DRI #2897 7 Traffic Conditions Transportation Analysis Page 17 Atlanta Dairies DRI #2897 - Transportation Analysis

6.2 Projected 2021 No-Build Conditions To account for growth in the vicinity of the proposed development, the existing traffic volumes were increased at 1.5 percent per year for three years throughout the study network. Additionally, estimated project trips associated with the 905 Memorial Drive (SR 154) DRI #2557 were added to the impacted intersections. These volumes were entered into Synchro 10.0, and capacity analyses were performed. The Projected 2021 No-Build conditions were analyzed using proposed roadway geometry per GDOT Project #M005724 (expected to be completed in 2019) and existing intersection control types.

The results of the capacity analyses for the Projected 2021 No-Build are shown in Table 8. Detailed Synchro analysis reports are available upon request.

Table 8: Projected 2021 No-Build Level-of-Service Summary LOS (Delay in Seconds)

LOS No-Build 2021 Intersection Control Approach Std. AM Peak PM Peak 1. Memorial Drive (SR 154) at Boulevard* Signal Overall D D (46.8) D (45.0) 2. Memorial Drive (SR 154) at Pearl Street Signal Overall D A (6.2) A (3.6) 3. Memorial Drive (SR 154) at Chester Avenue Signal Overall D A (9.9) A (7.1) 4. Memorial Drive (SR 154) at Bill Kennedy Way Signal Overall D C (27.1) B (16.1) * HCM 2000 methodology used for the analysis of Intersection #1. HCM 2010 methodology does not analyze permitted-protected left- turns from a shared lane.

As shown in Table 8, all of the study intersections are projected to operate acceptably per their acceptable overall level-of-service standard during the AM and PM peak hours for the Projected 2021 No-Build conditions. Therefore, there are no recommended improvements for the Projected 2021 No-Build conditions.

The intersection laneage and traffic volumes for the Projected 2021 No-Build conditions are shown in Figure 8.

012095016 18 January 2019 r D l a i Per GDOT PI No. 0013799: r

o Reversible Center Lane along Memorial Drive N m ) ) e converted to 1 6 M 4 5 9 3 1 1 WB Lane/1 EB Lane/1 Two-Way-Left-Turn Lane ( ( 1 7 0 6 8 1 160 (118) 385 (156)

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1 4 1 7 1 3 4 ( ( 1 (

1 0 Existing Roadway Laneage 1 8 9 3 6 8 59 (118) Memorial Drive (SR 154) Improvement 846 (393) 317 (70) Laneage GDOT Project #M005724 Proposed Driveway Boulevard SE XX AM Peak Hour Traffic Volumes (188) 105 (948) 174 (XX) PM Peak Hour Traffic Volumes 5 1 8

(31) 44 7 3 1 2 ) ) Existing Traffic Signal 5 ) 6 8 4 1 ( 9 1 ( 5 X Intersection Reference Number (

Atlanta Dairies Projected Figure DRI #2897 No-Build 2021 8 Transportation Analysis Traffic Conditions Page 19 Atlanta Dairies DRI #2897 - Transportation Analysis

6.3 Projected 2021 Build Conditions The traffic associated with the proposed Atlanta Dairies DRI was added to the Projected 2021 No-Build volumes. These volumes were then entered into Synchro 10.0, and capacity analyses were performed. The Projected 2021 Build conditions were analyzed using the existing roadway geometry, existing intersection control types, and proposed site driveways as shown in the DRI site plan.

The intersection laneage and traffic volumes used for the Projected 2021 Build conditions are shown in Figure 9. The results of the capacity analyses for the Projected 2021 Build conditions are shown in Table 9. Detailed Synchro analysis reports are available upon request

Table 9: Projected 2021 Build Level-of-Service Summary LOS (Delay in Seconds) Build 2021 Intersection Control Approach LOS Std. AM Peak PM Peak 1. Memorial Drive (SR 154) at Boulevard Signal Overall D D (51.8) D (48.7) 2. Memorial Drive (SR 154) at Pearl Street Signal Overall D B (18.9) A (6.8) 3. Memorial Drive (SR 154) at Chester Avenue Signal Overall D B (16.7) A (8.0) 4. Memorial Drive (SR 154) at Bill Kennedy Way Signal Overall D C (27.5) B (18.8) NB N/A C (20.5) C (24.9) 5. Memorial Drive (SR 154) at Site Driveway 1 TWSC WBL N/A A (8.0) B (10.1) WB N/A A (8.8) A (8.7) 6. Pearl Street at Site Driveway 2 TWSC SBL N/A A (7.3) A (7.3) EB N/A B (10.1) A (9.6) 7. Old Flat Shoals Road at Site Driveway 3 TWSC NBL N/A A (0.0) A (0.0) EB N/A A (9.4) A (9.1) 8. Old Flat Shoals Road at Site Driveway 3 TWSC NBL N/A A (0.0) A (0.0) * HCM 2000 methodology used for the analysis of Intersection #1. HCM 2010 methodology does not analyze permitted-protected left- turns from a shared lane.

As shown in Table 9, all of the study intersections are projected to operate acceptably per their acceptable overall level-of-service standard during the AM and PM peak hours for the Projected 2021 Build conditions. Therefore, there are no recommended improvements for the Build 2021 conditions.

012095016 20 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

The following site-access improvements (driveway improvements) are recommended to serve the site traffic associated with the Atlanta Dairies DRI: · Intersection 5: Memorial Drive (SR 154) at Site Driveway 1 o On the site, provide a minimum of one (1) northbound exiting lane and one (1) southbound entering lane. Driveway operations are proposed to be full-movement. · Intersection 6: Pearl Street at Site Driveway 2 o On the site, provide a minimum of one (1) westbound exiting lane and one (1) eastbound entering lane. Driveway operations are proposed to be full-movement. · Intersection 7: Old Flat Shoals Road at Site Driveway 3 o On the site, provide a minimum of one (1) eastbound exiting lane and one (1) westbound entering lane. Driveway operations are proposed to be full-movement. · Intersection 8: Old Flat Shoals Road at Site Driveway 4 o On the site, provide a minimum of one (1) eastbound exiting lane and one (1) westbound entering lane. Driveway operations are proposed to be full-movement.

012095016 21 January 2019 r D l a i Per GDOT PI No. 0013799: r

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7 1 1 92 (116) 7 (4) 7 53 (68) 8 35 (53) 55 (16) 0 (0) 0 (0) Chester Ave

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( LEGEND 6 3 ( 8 8 ( Existing Roadway Laneage ) )

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1 4 1 7 1 3 4

( ( Laneage GDOT Project #M005724 1 ( 1 0

1 8 9 Proposed No-Build Improved Laneage 3 6 8 59 (118) 846 (393) Proposed Driveway 317 (70) XX AM Peak Hour Traffic Volumes

Boulevard SE (XX) PM Peak Hour Traffic Volumes (188) 105 (948) 174 Existing Traffic Signal 5 4 8

(31) 44 7 2 1 2 ) ) Proposed Stop Control 5 ) 6 8 8 1 ( 8 1 ( 5 X Intersection Reference Number (

Atlanta Dairies Projected Figure DRI #2897 Build 2021 Traffic 9 Transportation Analysis Conditions Page 22 Atlanta Dairies DRI #2897 - Transportation Analysis

7.0 INGRESS/EGRESS ANALYSIS Vehicular access to the Atlanta Dairies DRI is proposed at four (4) locations: · One (1) driveway on Memorial Drive (SR 154) · One (1) driveway on Pearl Street · Two (2) driveways along Old Flat Shoals Road Note: A service only drive for loading/unloading will be provided adjacent to the music venue on Old Flat Shoals Road.

The site driveway locations are discussed in Section 1.3. The proposed site driveways provide vehicular access to the entire development. Internal private roadways throughout the site provide access throughout the project site.

Capacity analyses were performed for the proposed site driveway intersections using Synchro 10.0. The results of the capacity analyses for this intersection (LOS, delay, and recommended laneage) are reported in Section 6.3 of this report. Based on the Projected 2021 Build conditions, the proposed site driveway intersections are anticipated to operate at an acceptable level-of-service.

8.0 IDENTIFICATION OF PROGRAMMED PROJECTS According to ARC’s Regional Transportation Plan (Atlanta Region’s Plan), GDOT’s construction work programs, and the City of Atlanta’s programmed 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 10 below.

Table 10: Programmed Improvements # Year Project ID Project Description Resurfacing and restriping Memorial Drive (SR 154) to change the 1 2019 M005724 configuration of the roadway and add pedestrian crossings where additional crossings are needed. Extend existing MARTA heavy rail transit from Indian Creek MARTA station to 2 2040 AR-420 Wesley Chapel Road and Covington Highway 3 2040 AR-490B Atlanta Streetcar Expansion Strategy Memorial Drive (SR 154) improvements: streetscape, upgraded signalization, 4 TBD AT-243 additional turn lanes at intersections 5 TBD AT-277A Cycle Atlanta Phase 1.0 – Bicycle Mobility Improvements

6 2021 PI 007952 Memorial Drive (SR 154) sidewalk improvements, median & crossing islands

7 TBD AR-450C Extension of the BeltLine SE Trail

Fact sheets for projects can be found in Appendix F.

012095016 23 January 2019 Atlanta Dairies DRI #2897 - Transportation Analysis

9.0 INTERNAL CIRCULATION ANALYSIS The proposed site driveways will provide access to buildings on the site. Internal roadways throughout the site provide vehicular access to all buildings and parking on the site. As currently envisioned, parking will be provided via parking deck facilities and on-street parking on-site.

A detailed copy of the proposed site plan with internal site roadways is provided in Appendix C and a full- sized site plan is attached to the report.

10.0 COMPLIANCE WITH COMPREHENSIVE PLAN ANALYSIS The project site is located within the proposed updated Imagine Memorial LCI area. The entirety of the proposed Atlanta Dairies DRI is inside the proposed LCI study area. The western boundary of the site is adjacent to the Memorial Drive-Martin Luther King, Jr. Drive LCI (2003). This LCI is considered to be outdated and will be updated with the new Imagine Memorial LCI.

The LCI is currently being developed and is not yet finalized. A study of the Memorial Drive corridor, Imagine Memorial, was performed in 2014 and is being used as the foundation for the development of the new Imagine Memorial LCI. The plan is currently undergoing revisions based on stakeholder and community input. Various stakeholders discussed and agreed during the pre-review meeting on December 18, 2018 that the status of the LCI would not prevent the Atlanta Dairies DRI from its eligibility for Expedited Review.

The intent of the Imagine Memorial LCI is to make the Memorial Drive corridor an inviting public space that serves as a safer and more efficient connection among communities for all people, including motorists, pedestrians, cyclists, and transit users.

The Atlanta Dairies development design is consistent with the proposed Imagine Memorial LCI core goals: · Create “Livable Activity Centers” · Improve function and safety of existing roadway for all users · Promote all transportation options · Promote and preserve affordable housing · Preserve and promote local history and culture · Establish street design standards

012095016 24 January 2019 Appendix A Site Photo Log City of Atlanta, Georgia KHA Job No.: 012095016 Date: January 2019 Photograph Sheet Page: 1 of 2

Atlanta Dairies DRI #2897

Photo No. 1

Comments: Old Flat Shoals Road / Driveway 3 looking south

Photo No. 2

Comments: Old Flat Shoals Road / Driveway 3 looking north City of Atlanta, Georgia KHA Job No.: 012095016 Date: January 2019 Photograph Sheet Page: 2 of 2

Atlanta Dairies DRI #2897

Photo No. 3

Comments: Old Flat Shoals Road / Driveway 4 looking south

Photo No. 4

Comments: Old Flat Shoals Road / Driveway 4 looking north Appendix B Land Use and Zoning Maps HC-20A SA4 255 253 232 232 R-5 231 8 9 256 252 251 254 255 229 239 240 239 42 108 1 2 1156 258 I-2 2 2 1 2 30 C-2-C R-4A 1 2 1 0

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0 5 7 5 1 7 664 7 1 6 811 5 5 Special Use Permits 3 7 R-4B 7 7 7 8 9 1 1 0 5 1 1 5 9 7 9 9 2 7 8 7 9 m 3 3 5 0 656 7 Planned Development 2 6 7 8 8 9

9 660 6

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0 7

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2 7

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8 9 0 6 8 0 8 2 5 5

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9 8 4 681 9 9 2 2 682 68 656 7 682 683 684 Residential - Multi-Family

8 8 R-4 8 676 681 681 R-5 6 Z-12-031 0 0 80 4 4 0 4

692 5 0 2 5 4

6 688 6

0 6 687

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0 6

0 8 685 R-4A 1 6 1 0 0

7 1 4 1 686 9 Residential - Limited Commercial

3 1 698 1 5 5 1 2 1 5 1 9 5 5

1 6 6 8 2 7 9 9 692 694

1 1 3 3 693 1 1 1 8 5 7 7 6 3 7 6 6 3 3 7 3 7

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6 4 4 3

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9 9 9

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6 6 1 756 4

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0 1 8 8 762 6 14-22 3 9 758 Z-12-031 4 6 76 1 2 9 3 9 1

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6 0 7 7 3 3 7 7 7 7 7 7 7 7 7 7 7 7 7 7 9

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6 7 789 P 786 0 788 Z-12-031 781 792 8 820 9 787 7 1 794 0 2 819 7 782 791 792 1 2 89 791 791 8 3 Emerson 795 794 783 0 815 9 1 Gracewood

3 7 794 7 5 9 792 8 1 124

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9 1 3 4 3 1 2 7 2 8 1 7 127

798 5 3 7 7 7 3

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9 1 8 8 9 7 7 8 6 8 796

8 3 4 4 5 1 7 827 7 04 802 6 9 6 7 828 9 6 6 7 7 0

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2 0 6

2 8 2 3 801 4 6 6 9

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8 97 90 83 7 B 128 8 835 2 6 0 0

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1 n Delmar 818 1112 1 825 1 8 d 1 6 20 81 7 7 1 55 1 w 48 42 37 31 24 16 82 9 8 7 5 1 63 0 1

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9 834 1 1 1117 833 1 0

2 4 8 5 838 9 a 0 9 9 7 7 Z-14-038 Z-12-031 80 7 8 54 47 41 36 30 79 846 83 5 72 23 15 7 4 6 62 5 1 E 6 3 840 840 847 2 841 842 7 839 840 9 8 840 840 841 840 4 0 9 843 7 2 4 8 830 4

7 1 7 9 2 5 6 0 7 7 0 6 3 8 6 9 8 0 846 848 960 40 1 7 845 1 9 7 0 846 9 0 4 7 0

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6 4 1 8 4 7 7 7 8 8 9 1 4 4 2 0 2 9 3 6 6 9 7 a 8 9 8 1

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601 1 3 889 5

2 7 7 6

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913 9 7 a 0 14-10 1 s C 913 4 919 4

U 0 7 2 923 66 56 32 6 s l 920 920 17 9 4 7 1 5 921 i 8 0 0 924 921 5 w 921 918

5 5

922 919 1 1

924 5 920 3 Home 1 r 919 3 ic MR-4A-C 927 925 1 926 927 619 649 927 5 k 929 R-4A 926 609 6 928 G 661665 669 675 689 927 923 930 6 928 927 926 929 930 931 930 929 934 929 Z-15-036 PARCEL BOUNDARIES SHOWN ARE SUPPLIED BY THE FULTON OR DEKALB COUNTY TAX ASSESSOR. THESE BOUNDARIES MAY NOT REPRESENT THE BOUNDARIES CITY OF ATLANTA : DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT : OFFICE OF PLANNING : GIS DIVISION : 404.330.6145 RECOGNIZED BY THE CITY OF ATLANTA FOR THE PURPOSES OF ISSUING BUILDING PERMITS. 1 INCH = 400 FEET Appendix C Proposed Site Plan Drawing name: K:\AMT_CIVIL\012095015_Dairies Phase II\CAD\Exhibits\2019-01-23 DRI Site Plan\DRI Site Plan.dwg DRI SITE PLAN Jan 28, 2019 9:46am by: clara.jennings

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for specific purpose client which it was prepared. Reuse improper reliance on this document without written authorization adaptation by Kimley-Horn Associates, Inc. shall be liability to

EXISTING DRIVEWAY EXISTING

745 MEMORIAL INC MEMORIAL 745

FIVE MEMORIAL INC MEMORIAL FIVE ATLANTA GA 31141 GA ATLANTA

EXISTING TRAFFIC SIGNAL

SEVEN FOURTY SEVEN

P.O.

ATLANTA GA 31141 GA ATLANTA

P.O.

972 970 969 968 974 973 971 967 962

960 961 965 975 977

SITE DRIVEWAY #2 966 976 962 962 962 960 961 963 964 961 962 961 941490 BOX 961 941490 BOX 976

975

PP PEARL STREET OHP

P 40' R/W OHP

LP OHP OHP LP 974

H Y D

H Y D PP

OHP

WM WM DN DN

DN OHP

LP DN OHP OHP 974

106 C

108 D

214 104

210 B1

T 212

T A1

218

216

220

226 . A1

P B2 222

B1 224

. A1

. .

. 950

975

950 .

T C

228

A1 103

105 F

109 S1

107

S1 UP

. T 950 P .

PARKING DECK

230

B1 BUILDING 'D' - NEW 976

232 A1

RESIDENTIAL 780 MEMORIAL LLC MEMORIAL 780

. F

C 30318 GA ATLANTA

25 PURITAN ML PURITAN 25

PRIVATE DRIVE PRIVATE PRIVATE DRIVE PRIVATE 949 974.17

P FOR DRIVEWAY PROPOSED

SITE DRIVEWAY #1 SITE DRIVEWAY #4 977

978 DEVELOPMENT OTHER

974.17

973.75

. 114 A3

PP 111

. 117

. 112

115

113

973.75

119 . B4 H

974.17 RESIDENTIAL

972.60

973.75

121 A2

979

949

969.90

972.60

973.75

OPEN TO ABOVE TO OPEN 3,937 SF 3,937

PP AMENITY

AMENITY 200

P COURTYARD

123 A2

972.79 979

972.58

969.90

. 973.75

950 973.75 125

PARKING DECK

. D

974.17 973.75

. T

127 B1

979

974.17 979 973.75

. MEMORIAL DRIVE (SR 154) 129

A1 .

951

234 C1

974.17

973.75

135 . A1 .

BUILDING 'E' - NEW 131

. 974.17 973.75

A2 EXISTING DRIVEWAY EXISTING

P 133 A2

OLD FLAT SHOALS ROAD R/W VARIES

236

COMMERCIAL B1 F

. C

238 B1

952

953 974.17 973.75 50' R/W

LP 240 B2

. 954

955

974.17 973.75

956 974.17

973.75 980

957 T 981

958 DN 982

959 983 985

MH MH

MH 984

959'-7 1/4" 959'-7 959'-7 1/4" 959'-7 DN

960 DN

962'-2 1/4" 962'-2 962'-2 1/4" 962'-2

960'-2" 960'-2" H Y D

S 986

973'-9" 973'-9"

975'-0 3/4" 975'-0

976'-5 1/4" 976'-5 PP 1/4" 976'-5

977'-0 3/4" 977'-0

984'-4 1/4" 984'-4 984'-4 1/4" 984'-4

982'-10 1/4" 982'-10 982'-10 1/4" 982'-10

977'-0 3/4" 977'-0 977'-0 3/4" 977'-0 977'-0 3/4" 977'-0

LP 3/4" 977'-0 982'-10 3/4" 982'-10 M 3/4" 982'-10

PP 982'-8 1/2" 982'-8

982'-8 1/2" 982'-8 986

961

977'-0" 977'-0"

DN DN 975'-9 1/2" 975'-9

975'-9 1/2" 975'-9 985

976'-4"

978'-5 1/2" 978'-5 978'-5 1/2" 978'-5

979'-0" 979'-0"

SITE DRIVEWAY #3 WM

981'-0 3/4" 981'-0 981'-0 3/4" 981'-0

981'-7 3/4" 981'-7

982'-2 3/4" 982'-2 982'-2 3/4" 982'-2

982'-10" 982'-10" 985

985

962

985

963

982'-11 1/4" 982'-11

982'-10 1/2" 982'-10 982'-10 1/2" 982'-10

C D

983'-2" 983'-2"

981'-6" 981'-6"

979'-4 1/2" 979'-4 979'-4 1/2" 979'-4

982'-7 1/2" 982'-7 982'-7 1/2" 982'-7

982'-1" 982'-1" 964 BUILDING 'A' - ADAPTIVE

REUSE COMMERCIAL

974'-5 1/2" 974'-5 974'-5 1/2" 974'-5

979'-6 3/4" 979'-6 979'-6 3/4" 979'-6

965 ATLANTA OF CITY LP

68 MITCHELL ST SW ST MITCHELL 68

ATLANTA GA 30303 GA ATLANTA 984'-6"

P 984'-6"

980'-3 3/4" 980'-3

978'-7 1/4" 978'-7

979'-1 3/4" 979'-1 979'-1 3/4" 979'-1 966

986

HABITAT FOR HUMANITY IN ATLANTA INC ATLANTA IN HUMANITY FOR HABITAT

978'-6 1/4" 978'-6

978'-6 1/4" 978'-6 STE 1350 STE

967 H

D 968

ADAPTIVE REUSE

BUILDING 'B' -

COMMERCIAL

987 MH C

D P MH F

ATLANTA GA 30312 GA ATLANTA RESTAURANT /BAR RESTAURANT

969 DR MEMORIAL 519 SHELL SPACE SHELL

MH DB102

PP 988

970

PP UP T P WM

WM 971 P F

WM D C 989 972

PP PP 990

972

972 972

972 991 973 992

KOCH PROPERTIES LLC PROPERTIES KOCH 993

80 PALISADES RD NE RD PALISADES 80 841 MEMORIAL DRIVE MEMORIAL 841 994

974 30309 GA ATLANTA

975

976 SLOPE VININGS 3621

977 30339 GA ATLANTA HOLDINGS LLC HOLDINGS 978

995

979 4400 SUITE

980

PP 996

981

997 982

LP 983

984 998

985 986 999 987 988

EXISTING STOP SIGN STOP EXISTING 1000 989 LP

990 990

990 991 1001

PP 994

995

996

992 993 997

996 999 996 1000

PP 998 1001 1002 1002

LP LP 1002

LP EXISTING TRAFFIC SIGNAL TRAFFIC EXISTING LOCATION MAP CONTACTS SITE NOTES DRI NUMBER: PROPOSED PARKING: BUILDING HEIGHTS: CIVIL ENGINEER: CURRENT ADDRESS: CURRENT ZONING: OVERALL SITE AREA: TRAFFIC CONSULTANT APPLICANT

PROPOSED LAND USES & DENSITIES PROJECT SITE LAND USE COMMERCIAL RESIDENTIAL : OFFICE

: : : PHONE: KIMLEY-HORN AND ASSOCIATES, INC. PHONE: PHONE: ( KIMLEY-HORN AND ASSOCIATES, INC. CONTACT: ELIZABETH JOHNSON, P.E. SUITE 601 CONTACT: DEREK OWEN SUITE 4-600 CONTACT: KELLY ESCH, P.E. SUITE 601 817 WEST PEACHTREE STREET NW, 3715 NORTHSIDE PARKWAY NW 817 WEST PEACHTREE STREET NW, WP SOUTH ACQUISITIONS, LLC ATLANTA, GA 30308 ATLANTA, GA 30327 ATLANTA, GA 30308 : 1,332 ON-SITE MRC-3-C & BELTLINE OVERLAY UP TO 7 STORIES 777 MEMORIAL DRIVE 9.78 ACRES #2897 ATLANTA, GA 30316 (404) 419-8700 (40 (51,170 RETAIL & 36,238 MUSIC VENUE) 404) 419-8700 4) 965-9938 0 564 MULTI-FAMILY UNITS GRAPHIC SCALE IN FEET DENSITY

86,408 SF 46,165 SF

25 50 NORTH 100 PROJECT NO. DATE REVIEWED BY DESIGNED BY DRAWN BY (LEVEL II) SHEET NUMBER GSWCC NO. TITLE

DRI SITE PLAN PROJECT PREPARED FOR PREPARED BY DRI #2897 ATLANTA DAIRIES WP SOUTH

01/28/19 3715 NORTHSIDE PARKWAY NW, SUITE 4-600 817 W. PEACHTREE STREET, NW 777 MEMORIAL DRIVE, ATLANTA, GA 30316 ATLANTA, GA 30327 THE BILTMORE, SUITE 601 BWS KCE EDB LAND LOT 21, 14TH DISTRICT PHONE: (941) 830-4831 ATLANTA, GEORGIA 30308 PHONE (404) 419-8700 No. ISSUANCE AND REVISION DESCRIPTIONS DATE BY WWW.KIMLEY-HORN.COM Appendix D Trip Generation Analysis Trip Generation Analysis (10th Ed. with 2nd Edition Handbook Daily IC & 3rd Edition AM/PM IC) Atlanta Dairies DRI #2897 City of Atlanta, GA Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Proposed Site Traffic 220 Multi-Family Housing (Low-Rise) 564 d.u. 4,222 247 57 190 275 173 102 710 General Office Building 46,165 s.f. 502 70 60 10 55 9 46 820 Shopping Center 50,170 s.f. gross leasable area 1,894 47 29 18 191 92 99 Music Venue* 36,238 s.f. 2,400 N/A N/A N/A N/A N/A N/A

Gross Trips 9,018 364 146 218 521 274 247 Residential Trips 4,222 247 57 190 275 173 102 Mixed-Use Reductions -194 -5 -1 -4 -40 -27 -13 Alternative Mode Reductions -604 -36 -8 -28 -35 -22 -13 Adjusted Residential Trips 3,424 206 48 158 200 124 76

Office Trips 502 70 60 10 55 9 46 Mixed-Use Reductions -71 -7 -4 -3 -14 -6 -8 Alternative Mode Reductions -64 -9 -8 -1 -6 0 -6 Adjusted Office Trips 367 54 48 6 35 3 32

Retail Trips 1,894 47 29 18 191 92 99 Mixed-Use Reductions -255 -8 -5 -3 -44 -16 -28 Alternative Mode Reductions -246 -6 -4 -2 -22 -11 -11 Pass By Reductions (Based on ITE Rates) -474 0 0 0 -43 -22 -22 Adjusted Retail Trips 919 33 20 13 82 43 38

Other Non-Residential Trips 2,400 0 0 0 0 0 0 Mixed-Use Reductions 0 0 0 0 0 0 0 Alternative Mode Reductions -360 0 0 0 0 0 0 Adjusted Other Non-Residential Trips 2,040 0 0 0 0 0 0

Mixed-Use Reductions - TOTAL -520 -20 -10 -10 -98 -49 -49 Alternative Mode Reductions - TOTAL -1,274 -51 -20 -31 -63 -33 -30 Pass-By Reductions - TOTAL -474 0 0 0 -43 -22 -22 New Trips 6,750 293 116 177 317 170 146 Driveway Volumes 7,224 293 116 177 360 192 168 *Music Venue square footage is associated with special events and is separate from average day AM and PM peak hour operations. k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]trip generation Appendix E Intersection Volume Worksheets INTERSECTION VOLUME DEVELOPMENT Intersection #1 Boulevard & Memorial Dr AM PEAK HOUR

Boulevard Boulevard Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 303 809 19 68 166 42 72 164 17 42 556 254 Pedestrians 6 1 0 1 Conflicting Pedestrians 0 1 1 0 1 6 6 1 Heavy Vehicles 6 40 1 1 31 2 7 12 1 3 28 7 Heavy Vehicle % 2% 5% 5% 2% 19% 5% 10% 7% 6% 7% 5% 3% Peak Hour Factor 0.98 0.98 0.98 0.98 Adjustment Adjusted 2018 Volumes 303 809 19 68 166 42 72 164 17 42 556 254 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 12 17 34 15 57 18 2021 Background Traffic 317 846 32 88 174 44 75 205 18 59 638 284

Project Trips Trip Distribution IN 15% 15% 25% Trip Distribution OUT 15% 25% 15% Residential Trips 0 0 7 7 0 0 0 12 0 24 40 24

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

Trip Distribution IN 30% 15% 10% Trip Distribution OUT 30% 10% 15% Retail Trips 0 0 6 3 0 0 0 2 0 4 1 2

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

Total Project Trips 0 0 27 17 0 0 0 19 0 30 42 27

2021 Buildout Total 317 846 59 105 174 44 75 224 18 89 680 311

PM PEAK HOUR

Boulevard Boulevard Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 67 376 61 126 907 30 81 460 111 90 212 83 Pedestrians 0 3 1 1 Conflicting Pedestrians 1 1 1 1 3 0 0 3 Heavy Vehicles 0 36 1 4 40 0 2 15 0 2 9 1 Heavy Vehicle % 2% 10% 2% 3% 4% 2% 2% 3% 2% 2% 4% 2% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2018 Volumes 67 376 61 126 907 30 81 460 111 90 212 83 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 21 31 72 21 63 33 2021 Background Traffic 70 393 85 163 948 31 85 553 116 115 285 120

Project Trips Trip Distribution IN 15% 15% 25% Trip Distribution OUT 15% 25% 15% Residential Trips 0 0 19 19 0 0 0 31 0 11 19 11

Trip Distribution IN 30% 15% 10% Trip Distribution OUT 30% 10% 15% Office Trips 0 0 1 0 0 0 0 0 0 10 3 5

Trip Distribution IN 30% 15% 10% Trip Distribution OUT 30% 10% 15% Retail Trips 0 0 13 6 0 0 0 4 0 11 4 6

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

Total Project Trips 0 0 33 25 0 0 0 35 0 32 26 22

2021 Buildout Total 70 393 118 188 948 31 85 588 116 147 311 142 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]1 1/22/2019 8:48 INTERSECTION VOLUME DEVELOPMENT Intersection #2 Pearl St & Memorial Dr AM PEAK HOUR

Pearl St Pearl St Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 26 4 8 8 0 16 6 226 9 10 919 33 Pedestrians 5 1 1 1 Conflicting Pedestrians 1 1 1 1 1 5 5 1 Heavy Vehicles 12 0 3 0 0 1 2 11 0 3 44 2 Heavy Vehicle % 46% 2% 38% 2% 0% 6% 33% 5% 2% 30% 5% 6% Peak Hour Factor 0.93 0.93 0.93 0.93 Adjustment Adjusted 2018 Volumes 26 4 8 8 0 16 6 226 9 10 919 33 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 64 91 2021 Background Traffic 27 4 8 8 0 17 6 300 9 10 1,052 35

Project Trips Trip Distribution IN 30% 25% Trip Distribution OUT 45% 5% 10% Residential Trips 71 0 8 0 0 0 0 14 12 0 16 0

Trip Distribution IN 5% 15% 40% Trip Distribution OUT 45% 5% 5% 10% Office Trips 3 0 0 0 2 0 0 7 19 0 1 0

Trip Distribution IN 5% 15% 40% Trip Distribution OUT 45% 5% 5% 10% Retail Trips 6 1 1 0 1 0 0 3 8 0 1 0

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

Total Project Trips 80 1 9 0 3 0 0 24 39 0 18 0

2021 Buildout Total 107 5 17 8 3 17 6 324 48 10 1,070 35

PM PEAK HOUR

Pearl St Pearl St Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 21 2 10 13 1 7 13 685 12 3 304 10 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 4 0 0 0 0 0 1 12 0 0 9 0 Heavy Vehicle % 19% 2% 2% 2% 2% 2% 8% 2% 2% 2% 3% 2% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2018 Volumes 21 2 10 13 1 7 13 685 12 3 304 10 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 124 117 2021 Background Traffic 22 2 10 14 1 7 14 840 13 3 435 10

Project Trips Trip Distribution IN 30% 25% Trip Distribution OUT 45% 5% 10% Residential Trips 34 0 4 0 0 0 0 37 31 0 8 0

Trip Distribution IN 5% 15% 40% Trip Distribution OUT 45% 5% 5% 10% Office Trips 14 2 2 0 0 0 0 0 1 0 3 0

Trip Distribution IN 5% 15% 40% Trip Distribution OUT 45% 5% 5% 10% Retail Trips 17 2 2 0 2 0 0 6 17 0 4 0

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

Total Project Trips 65 4 8 0 2 0 0 43 49 0 15 0

2021 Buildout Total 87 6 18 14 3 7 14 883 62 3 450 10 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]2 1/22/2019 8:48 INTERSECTION VOLUME DEVELOPMENT Intersection #3 Chester Ave & Memorial Dr AM PEAK HOUR

Chester Ave Chester Ave Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 44 7 32 63 3 24 5 221 10 45 920 62 Pedestrians 4 2 1 2 Conflicting Pedestrians 1 2 2 1 2 4 4 2 Heavy Vehicles 20 0 6 15 0 5 0 15 0 1 28 5 Heavy Vehicle % 45% 2% 19% 24% 2% 21% 2% 7% 2% 2% 3% 8% Peak Hour Factor 0.90 0.90 0.90 0.90 Adjustment Adjusted 2018 Volumes 44 7 32 63 3 24 5 221 10 45 920 62 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 7 8 64 15 91 13 2021 Background Traffic 46 7 40 74 3 25 5 295 10 62 1,053 78

Project Trips Trip Distribution IN 40% 5% Trip Distribution OUT 5% 30% 15% Residential Trips 8 0 47 0 0 0 0 24 0 19 2 0

Trip Distribution IN 35% 5% Trip Distribution OUT 5% 25% 15% Office Trips 0 0 2 0 0 0 0 1 0 17 2 0

Trip Distribution IN 35% 5% Trip Distribution OUT 5% 25% 15% Retail Trips 1 0 3 0 0 0 0 2 0 7 1 0

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

Total Project Trips 9 0 52 0 0 0 0 27 0 43 5 0

2021 Buildout Total 55 7 92 74 3 25 5 322 10 105 1,058 78

PM PEAK HOUR

Chester Ave Chester Ave Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 8 4 53 111 11 22 16 672 17 18 279 42 Pedestrians 4 3 9 4 Conflicting Pedestrians 9 4 4 9 3 4 4 3 Heavy Vehicles 0 0 0 0 0 0 0 14 0 0 8 1 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% Peak Hour Factor 0.95 0.95 0.95 0.95 Adjustment Adjusted 2018 Volumes 8 4 53 111 11 22 16 672 17 18 279 42 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 20 11 124 16 117 10 2021 Background Traffic 8 4 75 127 12 23 17 827 18 35 409 54

Project Trips Trip Distribution IN 40% 5% Trip Distribution OUT 5% 30% 15% Residential Trips 4 0 23 0 0 0 0 11 0 50 6 0

Trip Distribution IN 35% 5% Trip Distribution OUT 5% 25% 15% Office Trips 2 0 8 0 0 0 0 5 0 1 0 0

Trip Distribution IN 35% 5% Trip Distribution OUT 5% 25% 15% Retail Trips 2 0 10 0 0 0 0 6 0 15 2 0

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

Total Project Trips 8 0 41 0 0 0 0 22 0 66 8 0

2021 Buildout Total 16 4 116 127 12 23 17 849 18 101 417 54 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]3 1/22/2019 8:48 INTERSECTION VOLUME DEVELOPMENT Intersection #4 Bill Kennedy Way & Memorial Dr AM PEAK HOUR

Bill Kennedy Way Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 342 0 153 0 0 0 0 164 155 160 679 0 Pedestrians 4 0 0 5 Conflicting Pedestrians 0 5 5 0 0 4 4 0 Heavy Vehicles 14 0 4 0 0 0 0 15 21 8 20 0 Heavy Vehicle % 4% 0% 3% 0% 0% 0% 0% 9% 14% 5% 3% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 Adjustment Adjusted 2018 Volumes 342 0 153 0 0 0 0 164 155 160 679 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 27 63 15 91 2021 Background Traffic 385 0 160 0 0 0 0 234 177 167 801 0

Project Trips Trip Distribution IN 22% 23% Trip Distribution OUT 23% 22% Residential Trips 11 0 0 0 0 0 0 36 35 0 11 0

Trip Distribution IN 10% 30% Trip Distribution OUT 30% 10% Office Trips 5 0 0 0 0 0 0 2 1 0 14 0

Trip Distribution IN 10% 30% Trip Distribution OUT 30% 10% Retail Trips 2 0 0 0 0 0 0 4 1 0 6 0

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

Total Project Trips 18 0 0 0 0 0 0 42 37 0 31 0

2021 Buildout Total 403 0 160 0 0 0 0 276 214 167 832 0

PM PEAK HOUR

Bill Kennedy Way Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 129 0 113 0 0 0 0 390 448 187 219 0 Pedestrians 5 0 1 3 Conflicting Pedestrians 1 3 3 1 0 5 5 0 Heavy Vehicles 3 0 1 0 0 0 0 8 6 0 6 0 Heavy Vehicle % 2% 0% 2% 0% 0% 0% 0% 2% 2% 2% 3% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 Adjustment Adjusted 2018 Volumes 129 0 113 0 0 0 0 390 448 187 219 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 21 105 50 122 2021 Background Traffic 156 0 118 0 0 0 0 513 518 196 351 0

Project Trips Trip Distribution IN 22% 23% Trip Distribution OUT 23% 22% Residential Trips 27 0 0 0 0 0 0 17 17 0 29 0

Trip Distribution IN 10% 30% Trip Distribution OUT 30% 10% Office Trips 0 0 0 0 0 0 0 10 3 0 1 0

Trip Distribution IN 10% 30% Trip Distribution OUT 30% 10% Retail Trips 4 0 0 0 0 0 0 11 4 0 13 0

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

Total Project Trips 31 0 0 0 0 0 0 38 24 0 43 0

2021 Buildout Total 187 0 118 0 0 0 0 551 542 196 394 0 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]4 1/22/2019 8:48 INTERSECTION VOLUME DEVELOPMENT Intersection #5 Memorial Drive & Site Driveway 1 AM PEAK HOUR

Site Driveway 1 Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 0 0 0 0 0 0 0 239 0 0 975 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 15 0 0 54 0 Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 6% 0% 0% 6% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2018 Volumes 0 0 0 0 0 0 0 239 0 0 975 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 64 91 2021 Background Traffic 0 0 0 0 0 0 0 314 0 0 1,111 0

Project Trips Trip Distribution IN 30% 5% Trip Distribution OUT 5% 10% 5% 5% Residential Trips 8 0 16 0 0 0 0 8 14 8 2 0

Trip Distribution IN 15% 5% Trip Distribution OUT 5% 10% 5% 5% Office Trips 0 0 1 0 0 0 0 0 7 2 0 0

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

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

Total Project Trips 9 0 18 0 0 0 0 9 24 11 3 0

2021 Buildout Total 9 0 18 0 0 0 0 323 24 11 1,114 0

PM PEAK HOUR

Site Driveway 1 Memorial Dr Memorial Dr Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 0 0 0 0 0 0 0 707 0 0 313 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 13 0 0 9 0 Heavy Vehicle % 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 3% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 Adjustment Adjusted 2018 Volumes 0 0 0 0 0 0 0 707 0 0 313 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 124 117 2021 Background Traffic 0 0 0 0 0 0 0 863 0 0 444 0

Project Trips Trip Distribution IN 30% 5% Trip Distribution OUT 5% 10% 5% 5% Residential Trips 4 0 8 0 0 0 0 4 37 4 6 0

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

Trip Distribution IN 15% 5% Trip Distribution OUT 5% 10% 5% 5% Retail Trips 2 0 4 0 0 0 0 2 6 2 2 0

Pass-By Trips 8 0 14 0 0 0 0 -14 14 8 -8 0

Total Project Trips 16 0 29 0 0 0 0 -6 57 14 2 0

2021 Buildout Total 16 0 29 0 0 0 0 857 57 14 446 0 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]5 1/22/2019 8:48 INTERSECTION VOLUME DEVELOPMENT Intersection #6 Pearl St & Site Driveway 2 AM PEAK HOUR

Pearl St Pearl St Site Driveway 2 Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 0 38 0 0 19 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 0 15 0 0 3 0 0 0 0 0 0 0 Heavy Vehicle % 0% 39% 0% 0% 16% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 Adjustment Adjusted 2018 Volumes 0 38 0 0 19 0 0 0 0 0 0 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 2021 Background Traffic 0 40 0 0 20 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 25% Trip Distribution OUT 50% Residential Trips 0 0 0 12 0 0 0 0 0 0 0 79

Trip Distribution IN 45% Trip Distribution OUT 55% Office Trips 0 0 0 22 0 0 0 0 0 0 0 3

Trip Distribution IN 45% Trip Distribution OUT 55% Retail Trips 0 0 0 9 0 0 0 0 0 0 0 7

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

Total Project Trips 0 0 0 43 0 0 0 0 0 0 0 89

2021 Buildout Total 0 40 0 43 20 0 0 0 0 0 0 89

PM PEAK HOUR

Pearl St Pearl St Site Driveway 2 Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 0 33 0 0 16 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 0 4 0 0 0 0 0 0 0 0 0 0 Heavy Vehicle % 0% 12% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2018 Volumes 0 33 0 0 16 0 0 0 0 0 0 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 2021 Background Traffic 0 35 0 0 17 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 25% Trip Distribution OUT 50% Residential Trips 0 0 0 31 0 0 0 0 0 0 0 38

Trip Distribution IN 45% Trip Distribution OUT 55% Office Trips 0 0 0 1 0 0 0 0 0 0 0 18

Trip Distribution IN 45% Trip Distribution OUT 55% Retail Trips 0 0 0 19 0 0 0 0 0 0 0 21

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

Total Project Trips 0 0 0 51 0 0 0 0 0 0 0 77

2021 Buildout Total 0 35 0 51 17 0 0 0 0 0 0 77 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]6 1/22/2019 8:48 INTERSECTION VOLUME DEVELOPMENT Intersection #7 Old Flat Shoals Rd & Site Driveway 3 AM PEAK HOUR

Odl Flat Shoals Rd Old Flat Shoals Rd Site Driveway 3 Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 0 33 0 0 62 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 Conflicting Pedestrians 0 0 0 0 0 0 0 0 Heavy Vehicles 0 4 0 0 0 0 0 0 0 0 0 0 Heavy Vehicle % 0% 12% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.67 0.67 0.67 0.67 Adjustment Adjusted 2018 Volumes 0 33 0 0 62 0 0 0 0 0 0 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 2021 Background Traffic 0 35 0 0 65 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 10% 30% Trip Distribution OUT 10% 25% Residential Trips 0 16 0 0 5 14 40 0 0 0 0 0

Trip Distribution IN 10% 25% Trip Distribution OUT 10% 20% Office Trips 0 1 0 0 5 12 1 0 0 0 0 0

Trip Distribution IN 10% 25% Trip Distribution OUT 10% 20% Retail Trips 0 1 0 0 2 5 3 0 0 0 0 0

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

Total Project Trips 0 18 0 0 12 31 44 0 0 0 0 0

2021 Buildout Total 0 53 0 0 77 31 44 0 0 0 0 0

PM PEAK HOUR

Odl Flat Shoals Rd Old Flat Shoals Rd Site Driveway 3 Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Observed 2018 Traffic Volumes 0 51 0 0 29 0 0 0 0 0 0 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 0 0 0 0 0 Heavy Vehicle % 0% 2% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% Peak Hour Factor 0.81 0.81 0.81 0.81 Adjustment Adjusted 2018 Volumes 0 51 0 0 29 0 0 0 0 0 0 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.046 DRI #2557 Project Trips 2021 Background Traffic 0 53 0 0 30 0 0 0 0 0 0 0

Project Trips Trip Distribution IN 10% 30% Trip Distribution OUT 10% 25% Residential Trips 0 8 0 0 12 37 19 0 0 0 0 0

Trip Distribution IN 10% 25% Trip Distribution OUT 10% 20% Office Trips 0 3 0 0 0 1 6 0 0 0 0 0

Trip Distribution IN 10% 25% Trip Distribution OUT 10% 20% Retail Trips 0 4 0 0 4 11 8 0 0 0 0 0

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

Total Project Trips 0 15 0 0 16 49 33 0 0 0 0 0

2021 Buildout Total 0 68 0 0 46 49 33 0 0 0 0 0 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]7 1/22/2019 8:48 INTERSECTION VOLUME DEVELOPMENT Intersection #8 Old Flat Shoals Rd & Site Driveway 4 AM PEAK HOUR

Old Flat Shoals Rd Old Flat Shoals Rd Site Driveway 4 Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

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

Trip Distribution IN 10% Trip Distribution OUT 10% Office Trips 0 0 0 0 0 5 1 0 0 0 0 0

Trip Distribution IN 10% Trip Distribution OUT 10% Retail Trips 0 0 0 0 0 2 1 0 0 0 0 0

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

Total Project Trips 0 0 0 0 0 12 18 0 0 0 0 0

2021 Buildout Total 0 35 0 0 65 12 18 0 0 0 0 0

PM PEAK HOUR

Old Flat Shoals Rd Old Flat Shoals Rd Site Driveway 4 Northbound Southbound Eastbound Westbound Description Left Through Right Left Through Right Left Through Right Left Through Right

Project Trips Trip Distribution IN 10% Trip Distribution OUT 10% Residential Trips 0 0 0 0 0 12 8 0 0 0 0 0

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

Trip Distribution IN 10% Trip Distribution OUT 10% Retail Trips 0 0 0 0 0 4 4 0 0 0 0 0

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

Total Project Trips 0 0 0 0 0 16 15 0 0 0 0 0

2021 Buildout Total 0 53 0 0 30 16 15 0 0 0 0 0 k:\alp_tpto\012095016 atlanta dairies dri, november 2018\phase ii\analysis\[atlanta dairies_analysis.xlsm]8 1/22/2019 8:48 Appendix F 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. 0015525

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 X 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 PE 5307 Discretionary AUTH 2006 $6,553,476 $3,454,233 $0,000 $0,000 $3,099,243

PE Surface Transportation Block Grant AUTH 2017 $648,000 $518,400 $0,000 $0,000 $129,600 (STBG) Program - Urban (>200K) (ARC) ALL New Starts LR 2031- $1,464,601,000 $659,070,450 $0,000 $0,000 $805,530,550 2040 $1,471,802,476 $663,043,083 $0,000 $0,000 $808,759,393

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 ALL: Total estimated cost, inclusive of all phases

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 10/10/2018 AR-490B Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET

Short Title ATLANTA STREETCAR - ATLANTA BELTLINE EAST CORRIDOR FROM MONTGOMERY FERRY ROAD TO GLENWOOD AVENUE

GDOT Project No. TBD

Federal ID No.

Status Long Range

Service Type Transit / Rail Capital

Sponsor City of Atlanta

Jurisdiction Regional - Central

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 5.1 miles Detailed Description and Justification

Construction of Phase 1 of the Atlanta Streetcar Expansion Strategy has been broken down into 5 smaller sections. This section is the 5.1 miles extension from Montgomery Ferry Rd to Glenwood Avenue.

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- $367,200,000 $165,240,000 $0,000 $0,000 $201,960,000 2040 $367,200,000 $165,240,000 $0,000 $0,000 $201,960,000

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 10/10/2018 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 2019 $174,800 $139,840 $0,000 $0,000 $34,960

CST Federal Earmark Funding 2019 $1,309,219 $950,000 $0,000 $0,000 $359,219

$1,921,519 $1,439,840 $0,000 $0,000 $481,679

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 10/10/2018 AT-277A Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET

Short Title CYCLE ATLANTA PHASE 1.0 - IMPLEMENTATION AT VARIOUS LOCATIONS

GDOT Project No. 0014993

Federal ID No. N/A

Status Programmed

Service Type Last Mile Connectivity / Pedestrian 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 4.6 miles Detailed Description and Justification

This project will install the bicycle facilities identified in 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. Projects include (1) protected bike lanes on Mangum/Walker/Peters/Lee - part of Corridor A, (2) bike lanes and buffered bike lanes on R. McGill Blvd - part of Corridor C, and (3) the Bicycle Boulevard/Neighborway along Woodward Avenue - part of Corridor D. The projects add 4.6 miles of high quality bicycle facilities to Atlanta's network and make key connections within the 31-mile Phase 1.0 network. Portions of this project are located in Equitable Target Areas.

Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE PE TAP - Urban (>200K) (ARC) AUTH 2017 $237,500 $190,000 $0,000 $0,000 $47,500

CST Local Jurisdiction/Municipality 2019 $2,950,000 $0,000 $0,000 $0,000 $2,950,000 Funds $3,187,500 $190,000 $0,000 $0,000 $2,997,500

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 10/10/2018 DPW Capital Projects PROGRAM /PROJECT SUMMARY REPORT

PROJECT JUSTIFICATION & TERMINI

Crash rates exceed State Average* PI 007952 Sidewalk Improvements Study Intersections* PI 007952 Median & Crossing Islands Study Area

City of Atlanta Council Districts: 1 & 5 Neighborhoods: Oakland & Grant Park Neighborhood Planning Unit: M SPI – 22 Memorial Drive/Oakland Cemetery District Regulations MARTA – 21 Line

Source: Memorial Drive Greenaway Plan 2017 GDOT Memorial Drive Study 2016 Imagine Memorial 5 AR-450C Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET

Short Title BELTLINE CORRIDOR MULTI-USE TRAIL AND STREETSCAPES FROM GLENWOOD AVENUE TO UNIVERSITY AVENUE

GDOT Project No. 0009397

Federal ID No. CSSTP000900397

Status Programmed

Service Type Last Mile Connectivity / Sidepaths and Trails

Sponsor Atlanta Development Authority

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 Corridor Length 3.8 miles Detailed Description and Justification

The BeltLine SE Trail, Glenwood Park to Allene Avenue is 3.8 miles long and located within the Southeast and Southwest Zones of the BeltLine project. The project would run within the CSX owned Atlanta - Westpoint railroad corridor. The project would include a concrete trail up to 16' wide and associated access stairs and ramps and amenities including seating areas and landscaping. The project would connect neighborhoods, retail areas, existing and new greenspaces, schools, MARTA bus routes and several proposed BeltLine stations.

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 2011 $1,261,126 $1,008,901 $0,000 $0,000 $252,225

PE TAP - Urban (>200K) (ARC) AUTH 2014 $898,750 $719,000 $0,000 $0,000 $179,750

PE STP - Urban (>200K) (ARC) AUTH 2016 $925,000 $740,000 $0,000 $0,000 $185,000

PE Transportation Alternatives (Section AUTH 2016 $1,875,000 $1,500,000 $0,000 $0,000 $375,000 133(h)) - Urban (>200K) (ARC) PE Transportation Alternatives (Section AUTH 2018 $3,000,000 $2,400,000 $0,000 $0,000 $600,000 133(h)) - Urban (>200K) (ARC) ROW Local Jurisdiction/Municipality 2019 $41,531,000 $0,000 $0,000 $0,000 $41,531,000 Funds UTL Local Jurisdiction/Municipality 2020 $1,225,500 $0,000 $0,000 $0,000 $1,225,500 Funds CST Local Jurisdiction/Municipality 2020 $67,186,290 $0,000 $0,000 $0,000 $67,186,290 Funds $117,902,666 $6,367,901 $0,000 $0,000 $111,534,765

? For additional information about this project, please call (404) 463-3100 or email [email protected].

Report Generated: 10/10/2018