Transportation Analysis
Ponce City Market – Phase 2 DRI #2709
City of Atlanta, Georgia
Report Prepared: August 2017
Prepared for: Jamestown, L.P.
Prepared by:
Kimley-Horn and Associates, Inc. 817 West Peachtree Street NW, The Biltmore, Suite 601 Atlanta, Georgia 30308 019689005
Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
TABLE OF CONTENTS Executive Summary ...... 1
1.0 Project Description ...... 4 1.1 Introduction ...... 4 1.2 Site Plan Review ...... 8 1.3 Site Access ...... 9 1.4 Bicycle and Pedestrian Facilities ...... 10 1.5 Transit Facilities ...... 10 2.0 Traffic Analyses, Methodology and Assumptions...... 10 2.1 Growth Rate ...... 10 2.2 Traffic Data Collection ...... 10 2.3 Detailed Intersection Analysis ...... 11 3.0 Study Network ...... 12 3.1 Gross Trip Generation...... 12 3.2 Trip Distribution ...... 12 3.3 Level-of-Service Standards ...... 12 3.4 Study Network Determination...... 12 3.5 Existing Roadway Facilities ...... 15 4.0 Trip Generation ...... 15
5.0 Trip Distribution and Assignment ...... 16
6.0 Traffic Analysis ...... 20 6.1 Existing 2017 Conditions ...... 20 6.2 Projected 2022 No-Build Conditions...... 23 6.3 Projected 2022 Build Conditions ...... 27 7.0 Ingress/Egress Analysis ...... 30
8.0 Identification of Programmed Projects ...... 30
9.0 Internal Circulation Analysis ...... 32
10.0 Compliance with Comprehensive Plan Analysis ...... 32
019689005 i August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
LIST OF TABLES
Table 1 Proposed Land Uses ...... 4 Table 2 Peak Hour Summary ...... 11 Table 3 Gross Trip Generation ...... 12 Table 4 Intersection Control Summary ...... 13 Table 5 Roadway Classification and ADTs ...... 15 Table 6 Net Trip Generation ...... 16 Table 7 Existing 2017 Intersection Levels-of-Service ...... 20 Table 8 Projected 2022 No-Build Intersection Levels-of-Service ...... 26 Table 9 Projected 2022 Build Intersection Levels-of-Service ...... 27 Table 10 Programmed Improvements ...... 31
LIST OF FIGURES
Figure 1 Location Map ...... 5 Figure 2 Site Aerial ...... 6 Figure 3 Bird’s Eye View ...... 7 Figure 4 Study Intersections ...... 14 Figure 5A Residential & Office Distributions...... 17 Figure 5B Retail Distributions ...... 18 Figure 6 Project Trips ...... 19 Figure 7 Existing 2017 Weekday Conditions ...... 22 Figure 8 Projected 2022 No-Build Weekday Conditions ...... 24 Figure 9 Projected 2022 Build Weekday Conditions ...... 29
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
Raw Traffic Count Data Synchro Capacity Analyses
019689005 ii August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
EXECUTIVE SUMMARY This report presents the analysis of the anticipated traffic impacts of the expansion of Ponce City Market located in the City of Atlanta, Georgia. The project site consists of three parcels (Parcels B, D, and F) located on the existing Ponce City Market site, which is an approximate 16-acre site bordered by SR 8 (Ponce de Leon Avenue) to the north, North Avenue to the south, Glen Iris Drive to the west and the Atlanta BeltLine to the east. Parcel B is currently used as a surface parking lot, Parcel D is currently used as a surface parking lot and open space, and a portion of Parcel F is currently an existing Ponce City Market building. The proposed expansion includes redevelopment of these three parcels to include a combination of residential units, retail, office space, and a hotel. The project site is adjacent to the Atlanta BeltLine, Midtown Place shopping center, the 725 Ponce development, the Historic Fourth Ward Park, and both Old Fourth Ward and Poncey-Highland neighborhoods. The site was previously studied in 2012 as part of DRI #2318 Ponce City Market.
The redevelopment of Ponce City Market has created a destination along the Atlanta BeltLine’s Eastside Trail. This development has been a catalyst for increased alternative mode choices in the area with the proximity to the pedestrian and bicycle accessibility of the BeltLine and bicycle facilities on Ponce de Leon Avenue.
The project is a Development of Regional Impact (DRI) and is subject to Georgia Regional Transportation Authority (GRTA) and Atlanta Regional Commission (ARC) review. The DRI trigger for this development is a zoning amendment and special land use permit. The DRI was formally triggered with the filing of the Initial DRI Information (Form 1) on August 2, 2017 by the City of Atlanta.
The proposed project is expected to be completed by 2022. The proposed site will consist of the following additional land uses and densities:
Residential: 450 apartments Retail: 71,000 SF Office: 68,000 SF Hotel: 500 rooms
The site currently consists of:
Residential: 259 apartments Recreational Community Center: 10,493 SF Day Care Center: 19,965 SF Retail: 195,054 SF Office: 588,242 SF Quality Restaurant: 48,857 SF Event Space: 22,079 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, alternative transportation mode reductions, and pass-by trip reductions.
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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 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 Ponce City Market development – including residents, workers, and hotel guests walking to the retail land uses as well as residents and hotel guests working in the office development.
Alternative modes reductions are taken when a site can be accessed by modes other than vehicles (walking, bicycling, transit, etc.). As the Ponce City Market development is located in a region core with proximity to MARTA Bus service, a shuttle to MARTA rail service, and increased pedestrian and bicycle facilities, a 25% alternative mode reduction was taken. The project site is bound to the east by the BeltLine and is also located approximately 1.1 miles east of North Avenue MARTA rail station, which is served by the Red and Gold lines seven days a week. The project site is also adjacent to MARTA Bus Route 2 and MARTA Bus Route 102. Additionally, Ponce City Market currently offers shuttle service between the site and North Avenue MARTA rail station for residents, office tenants, and retail employees. A bike share hub is also located across the street from the site, at the Historic Fourth Ward Park.
Data collected at project driveways show that these assumptions for mixed-use and alternative mode reductions are conservative, and the current site is significantly exceeding expectations for trip reductions. Ponce City Market data shows that approximately 24% of retail guests access the site directly from the BeltLine.
Pass-by reductions are taken for retail and restaurant trips only. 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. For the Ponce City Market expansion, pass-by reductions were taken for only the retail land use.
Capacity analyses were performed throughout the study network for the Existing 2017 conditions, the Projected 2022 No-Build conditions, and the Projected 2022 Build conditions.
· Existing 2017 conditions represent traffic volumes that were collected in May 2017 by performing AM and PM peak hour turning movement counts. · Projected 2022 No-Build conditions represent the existing traffic volumes grown for five (5) years at 1.5 percent per year throughout the study network. · Projected 2022 Build conditions represent the Projected 2022 No-Build conditions with the addition of the project trips that are anticipated to be generated by the Ponce City Market expansion.
Based on the Existing 2017 conditions (present conditions; i.e. excludes background traffic growth and excludes the Ponce City Market expansion project traffic), the intersection of Ponce de Leon Avenue at Glen Iris Drive currently operates below the acceptable level-of-service (LOS) standard of D during the PM peak hour. The intersection of North Avenue at Glen Iris Drive currently operates below the acceptable level-of-service (LOS) standard of D during the AM and PM peak hours. Based on methodology outlined in the GRTA Letter of Understanding (LOU), the standard LOS for these intersections is LOS E during the corresponding peak hours. The remaining study intersections operate at or above their acceptable level-of-service standard of D.
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Based on the Projected 2022 No-Build conditions (includes background traffic growth but excludes the Ponce City Market expansion project traffic), all of the study intersections operate within their acceptable level-of-service (LOS) standard. The Projected 2022 No-Build conditions take into account the Renew Atlanta project’s North Avenue pavement marking modifications, which is programmed to be begin by 2017. The project proposes the conversion of an existing eastbound through lane on North Avenue to a two-way left-turn lane (TWLTL) in the vicinity of the project site between Boulevard and the Ponce Park Apartments Driveway.
Based on the Projected 2022 Build conditions (includes background traffic growth and includes the Ponce City Market expansion project traffic), all of the study intersections operate within their acceptable level-of-service (LOS) standard. Therefore, no transportation improvements are recommended as result of the proposed DRI.
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1.0 PROJECT DESCRIPTION 1.1 Introduction This report presents the analysis of the anticipated traffic impacts of the expansion of Ponce City Market located in the City of Atlanta, Georgia. The project site consists of three parcels (Parcels B, D, and F) located on the existing Ponce City Market site, which is an approximate 16-acre site bordered by SR 8 (Ponce de Leon Avenue) to the north, North Avenue to the south, Glen Iris Drive to the west and the Atlanta BeltLine to the east. Parcel B is currently used as a surface parking lot, Parcel D is currently used as a surface parking lot and space, and a portion of Parcel F is currently an existing Ponce City Market building. The proposed expansion includes redevelopment of these three parcels to include a combination of residential units, retail, office space, and a hotel. The project site is adjacent to the Atlanta BeltLine, Midtown Place shopping center, the 725 Ponce development, the Historic Fourth Ward Park, and both Old Fourth Ward and Poncey-Highland neighborhoods. The site was previously studied in 2012 as part of DRI #2318 City Hall East.
The proposed expansion is a Development of Regional Impact (DRI) and is subject to Georgia Regional Transportation Authority (GRTA) and Atlanta Regional Commission (ARC) review.
Figure 1 provides the site location of the Ponce City Market expansion, and Figure 2 provides an aerial view of the project site and surrounding area. Figure 3 provides a zoomed-in bird’s eye view of the project site frontage along North Avenue. 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 Ordinance Map and ARC’s PLAN 2040 Unified Growth Policy Map are included in Appendix B.
The proposed project is expected to be completed by 2022, and this analysis will consider the full build- out of the proposed site in 2022. A summary of the previously studied land-use density, the current land-use density, and proposed land-use density is provided below in Table 1. This DRI traffic study analyzes the impact of the proposed expansion density.
Table 1 Proposed Land Uses Proposed DRI #2318 Current Total Land Use Expansion Density Density Density Density Residential Apartments 439 DU 259 DU 450 DU 709 DU Recreational Community Center 74,520 SF 10,493 SF - 10,493 SF Day Care Center 19,965 SF 19,965 SF - 19,965 SF General Office Building 463,533 SF 588,242 SF 68,000 SF 656,242 SF Retail/Shopping Center 231,043 SF 195,054 SF 71,000 SF 266,054 SF Quality Restaurant 49,466 SF 48,857 SF - 48,857 SF Event Space and Music Venue 51,163 SF 22,079 SF - 22,079 SF Hotel - - 500 Rooms 500 Rooms
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Ponce City Market – Figure Site Location Phase 2 DRI 1 Transportation Analysis N e c a l P n o e L e d e c n o P e c a r r e T t e s r e m o S
North Avenue e v i r D s i r I n e l G
Ponce City Market – Figure Phase 2 DRI Site Aerial 2 Transportation Analysis N
North Avenue
Ponce City Market – Bird’s Eye Figure Phase 2 DRI View 3 Transportation Analysis Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
1.2 Site Plan Review This proposed expansion is located on an approximately 16-acre site in the City of Atlanta, Georgia. The project site consists of three parcels (Parcels B, D, and F) located on the existing Ponce City Market site, which is an approximate 16-acre site bordered by SR 8 (Ponce de Leon Avenue) to the north, North Avenue to the south, Glen Iris Drive to the west and the Atlanta BeltLine to the east. Parcel B is currently used as a surface parking lot, Parcel D is currently used as a surface parking lot green space, and Parcel F is currently an existing Ponce City Market building. The proposed expansion includes redevelopment of these three parcels to include a combination of residential apartments, retail, office space, and a hotel.
The property currently serves as the Ponce City Market building and surface parking lots. The project site is currently zoned MRC-3-C (Mixed-Use Residential Commercial-Conditional) under the City of Atlanta Quality of Life (QOL) Zoning Code. The Atlanta Regional Commission (ARC) Unified Growth Policy Map identifies the site as Community Activity Centers: Old Forth Ward – Ponce City Market. Additionally, the project site is within and adheres to the recommendations in the most recent Ponce de Leon LCI which qualifies the Ponce City Market expansion for GRTA’s expedited review.
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.
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1.3 Site Access The project site is currently served by two (2) existing driveways along Ponce de Leon Avenue, three (3) existing driveways along North Avenue, and one (1) existing driveway along Glen Iris Drive. There is also a second driveway on Glen Iris Drive that provides exclusive access to The Suzuki School on-site parking deck. No changes to the site access are proposed as part of the expansion. A summary of the site access points follows:
1. Driveway 1 at Ponce de Leon Avenue – an existing driveway located as the south leg of the intersection of Ponce de Leon Avenue at Midtown Place West Driveway. Ponce City Market West Driveway at Ponce de Leon Avenue is right-in/right-out driveway located at an existing stop controlled intersection with one ingress lane and one egress lane, however a considerable number of eastbound left-turns occur. 2. Driveway 2 at Ponce de Leon Avenue – an existing driveway located approximately 200 feet east of the intersection of Ponce de Leon Avenue at Midtown Place East Driveway. Ponce City Market East Driveway at Ponce de Leon Avenue is currently a stop controlled full-movement driveway with one ingress lane and one egress lane. 3. Driveway 3 at Glen Iris Drive – an existing driveway located approximately 450 feet south of the intersection of Ponce de Leon Avenue at Glen Iris Drive. Ponce City Market Driveway at Glen Iris Drive is currently a stop controlled full-movement driveway with one ingress lane and two egress lanes. 4. Driveway 4 at North Avenue – an existing driveway located as the north leg of the intersection of North Avenue at Southern Dairies Driveway. Ponce City Market Parking Lot Driveway at North Avenue is currently a stop controlled full-movement driveway with one ingress lane and one egress lane. 5. Driveway 5 at North Avenue – an existing driveway located as the north leg of the intersection of North Avenue and Ponce Park Apartments Driveway. Ponce City Market West Driveway at North Avenue is currently a signalized full-movement driveway with one ingress lane and two egress lanes. 6. Driveway 6 at North Avenue – an existing driveway located as the north leg of the intersection of North Avenue and N Angier Avenue. Ponce City Market East Driveway at North Avenue is currently a stop controlled full-movement driveway with one ingress lane and one egress lane.
The site driveways mentioned above provide vehicular access to the entire development. See referenced site plan in Appendix C for a visual representation of vehicular access and circulation throughout the proposed development.
The existing Ponce City Market site has a current parking supply of 2,541 spaces, including on-street parking on the site frontage. Due to the significant alternative mode capture of the existing development, sufficient parking exists on-site to serve both the existing and proposed developments, with the provision of minimal additional parking within the footprint of the proposed buildings. The site will promote shared parking to the greatest extent possible. Required parking ratios will be revisited as the site plan is finalized.
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1.4 Bicycle and Pedestrian Facilities Pedestrian facilities (sidewalks) currently exist along the project site frontage. Bicycle facilities (bike lanes) currently exist on Ponce de Leon Avenue. The development provides at-grade pedestrian and bicycle access directly to the BeltLine. A bike valet is provided onsite currently and is proposed to remain. A bike share hub is also located across the street from the site, at the Forth Ward Park.
1.5 Transit Facilities The project site is located approximately 1.1 miles east of the North Avenue MARTA rail station, which is served by the Red and Gold lines seven days a week. The project site is also adjacent to MARTA Bus Route 2 and MARTA Bus Route 102. Additionally, Ponce City Market currently offers shuttle service between the site and North Avenue MARTA rail station for residents, office tenants, and retail employees. This shuttle operates seven days a week for the majority of the day.
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 1.5 percent per year background traffic growth rate was used for all roadways. This background growth rate was used to account for other development activity in the area.
2.2 Traffic Data Collection Weekday peak hour turning movement counts were collected on Tuesday, May 16, 2017 at the study intersections during the AM and PM peak periods. The morning and afternoon peak hours varied some between the intersections. Peak hours for all intersections are shown in Table 2.
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Table 2 Peak Hour Summary AM PM Intersection Peak Hour Peak Hour
1. Ponce de Leon Avenue at Glen Iris Drive 8:00-9:00 4:30-5:30 2. Ponce de Leon Avenue at Driveway 1/Midtown Place West 8:00-9:00 4:45-5:45 Driveway 3. Ponce de Leon Avenue at Midtown Place East Driveway 8:15-9:15 4:30-5:30
4. Ponce de Leon Avenue at Driveway 2 8:15-9:15 4:45-5:45
5. Ponce de Leon Avenue at Ponce de Leon Place 8:00-9:00 4:45-5:45
6. Glen Iris Drive at Driveway 3 8:00-9:00 5:00-6:00
7. North Avenue at Glen Iris Drive 8:00-9:00 5:15-6:15
8. North Avenue at Driveway 4/Southern Dairies Driveway 8:00-9:00 5:00-6:00
9. North Avenue at Driveway 5/Ponce Park Apartments Driveway 8:00-9:00 5:00-6:00
10. North Avenue at Driveway 6/Angier Avenue 8:00-9:00 5:00-6:00
11. North Avenue at Somerset Terrace 8:00-9:00 5:15-6:15
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 9.0.
Existing traffic signal phasing and timing data was obtained for all signalized intersections within the study network. Timing data was verified in the field for all study intersections. Timings were optimized using Synchro Professional, Version 9.0 in the Projected No-Build and Build 2022 conditions at key signalized intersections.
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 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, Ninth Edition. Gross trips generated are displayed below in Table 3.
Table 3 Gross Trip Generation Land Use ITE Daily Traffic AM Peak Hour PM Peak Hour (Intensity) Code Total Enter Exit Total Enter Exit Total Enter Exit Apartment 220 2,851 1,426 1,425 224 45 179 265 172 93 (450 dwelling units) Hotel 310 4,085 2,042 2,043 265 156 109 300 153 147 (500 rooms) General Office Building 710 979 489 490 141 124 17 155 26 129 (68,000 SF) Shopping Center 820 5,436 2,718 2,718 68 42 26 476 228 248 (71,000 SF) Total Gross Trips 13,351 6,675 6,676 698 367 331 1,196 579 617 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 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 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. As the Ponce City Market expansion is located in the Ponce de Leon LCI, it qualifies for GRTA Expedited Review, consistent with the GRTA Letter of Understanding. The study area was agreed upon during methodology discussions with GRTA, ARC, GDOT, and City of Atlanta staff, and includes the following eleven (11) intersections described in Table 4.
The study network includes eleven (11) signalized intersections, including six (6) site driveways as noted in Table 4. The site location and study intersections are shown in Figure 4.
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Table 4 Intersection Control Summary Intersection Control 1. Ponce de Leon Avenue at Glen Iris Drive Signal 2. Ponce de Leon Avenue at Driveway 1/Midtown Place West Driveway Stop Control 3. Ponce de Leon Avenue at Midtown Place East Driveway Signal 4. Ponce de Leon Avenue at Driveway 2 Stop Control 5. Ponce de Leon Avenue at Ponce de Leon Place Signal 6. Glen Iris Drive at Driveway 3 Stop Control 7. North Avenue at Glen Iris Drive Signal 8. North Avenue at Driveway 4/Southern Dairies Driveway Stop Control 9. North Avenue at Driveway 5/Ponce Park Apartments Driveway Signal 10. North Avenue at Driveway 6/Angier Avenue Stop Control 11. North Avenue at Somerset Terrace Stop Control
Each of the above listed intersections was analyzed for the Existing 2017 conditions, the Projected 2022 No-Build conditions, and the Projected 2022 Build conditions. The Projected 2022 No-Build conditions represent the existing traffic volumes compounded over five (5) years at 1.5 percent per year throughout the study network. The Projected 2022 Build conditions add the project trips associated with the Ponce City Market expansion to the Projected 2022 No-Build conditions.
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Ponce City Market – Study Figure Phase 2 DRI Intersections 4 Transportation Analysis Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
3.5 Existing Roadway Facilities Roadway classification descriptions and estimated Average Daily Traffic (ADT) for the entire study area are provided in Table 5.
Table 5 Roadway Classification and ADTs
Posted GDOT Roadway No. of Lanes ADT Speed Limit Classification (MPH) SR 8/US 78/US 278/ 5 38,100 35 Principal Arterial Ponce de Leon Avenue NE 5 (east of Glen Iris) North Avenue NE 15,000 35 Minor Arterial 4 (west of Glen Iris) Glen Iris Drive NE 3 10,200 (south of North Ave) 25 Minor Arterial
Ponce de Leon Place 2 N/A 30 Local Road
Somerset Terrace NE 2 N/A 20 Local Road
N Angier Avenue NE 2 N/A 30 Local Road
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: Apartment (ITE 220), Hotel (ITE 310), General Office Building (ITE 710), and Shopping Center (ITE 820).
Mixed-use vehicle trip reductions were taken according to the ITE Trip Generation Handbook, Third Edition, 2014 for the AM and PM peak hours; Daily mixed-use reductions were taken according to the ITE Trip Generation Handbook, Second Edition. Total internal capture and vehicle trip reduction between the land uses is expected to be 11% daily, 7% for the AM peak hour, and 23% for the PM peak hour as a result of the anticipated interaction between the residential, hotel, office, and retail land uses within the proposed development.
Due to the Ponce City Market being located in a region core and the adjacent land uses in the area, an alternative transportation (walking, bicycle, and transit) reduction was applied for the Ponce City Market expansion project trips. An alternative transportation mode reduction of 25%, consistent with GRTA’s Letter of Understanding, was applied to all land uses for this study. This alternative mode reduction reflects the usage of the existing Ponce City Market shuttle and the pedestrian and bicycle interaction with BeltLine. Data collected at project driveways show that these assumptions for mixed-use and alternative mode reductions are conservative, as the current site is significantly exceeding expectations for trip reductions.
Pass-by reductions were determined according to the ITE Trip Generation Handbook, Third edition, 2014. Per ITE guidance, the pass-by trip reduction rate for the proposed retail land use is 34% for the PM peak hour. Per GRTA’s DRI Technical Guidelines, the total pass-by trips associated with the development may be limited to 15% of the adjacent roadway’s traffic volume. Based on traffic count data collected in May 2017, 15% of the adjacent roadway’s traffic volume is not a limiting factor for
019689005 15 August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis pass-by trip reduction. It should be noted that pass-by trips are not new trips to the roadway network, rather, they are vehicles already traveling along the existing roadway network that stop to visit the retail land use. No pass-by reductions were taken for the AM peak hour as pass-by trips are minimal in the morning for retail land use.
The total (net) trips generated and analyzed in this report are listed in Table 6.
Table 6 Net Trip Generation
Daily Traffic AM Peak Hour PM Peak Hour Total Enter Exit Total Enter Exit Total Enter Exit Gross Project Trips 13,351 6,675 6,676 698 367 331 1,196 579 617 Mixed-Use Reduction -1,472 -736 -736 -46 -23 -23 -274 -137 -137 Alternative Mode Reduction -2,971 -1,485 -1,486 -163 -86 -77 -230 -111 -121 Pass-By Reduction -1,201 -601 -600 0 0 0 -89 -45 -45 Net New Trips 7,707 3,853 3,854 489 258 231 603 286 314
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, GDOT, and City of Atlanta staff.
Figures 5A and 5B display the anticipated distribution and assignment of new residential/office and retail/hotel project trips, respectively, 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 Ponce City Market expansion, are shown on Figure 6.
Detailed intersection volume worksheets are provided in Appendix E.
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s Ponce City Market i r I s i n Redevelopment Site e s l – G y t l e a I k e n c r 6 R 4 5 a A r a y y y r D a a a e n M w T w w 2 e t e e o v e v v y i i i i r s t e t r r r i D D D e s a t C m a r o h e S o c P p n s o n ) a P ) ) ) % r ) ) 5 % % % T 1 4 8 9 % % ( ( 2 1 % 1 1 ( (
(25%) ( ( 19% 1% 11 1 7 (4%) 8 (29%) North Avenue (1%) 19% 18% 40% 20% 29% (1%) 15% 28% 1% 10 25% 1% 9 (19%) (18%) % % % (1%) 1 4 4 y a w e v 8% i r D s e i s k r t r y i n a a a e P D w m e LEGEND e n t c v r r i n e a r o h p Turning Movement D t P A u
Existing Traffic Signal o S XX% In Assignments (XX%) Out Assignments NOT TO XX% Overall Distribution SCALE e e c y e a a c D l e a w e l P e y r e c c P a n v n a u i 6 n o l w r o e e P g w D P v L i o i n t t r ) ) s F w d 6 0 D i e ( ( o t
t 0 (0) 6 0 M W
Ponce De Leon Avenue s
1 d i a 28 (32) E M
36 (40) 2 ) )
2 4 33 (32) ( ( 4 Ponce De Leon Avenue
3 3 0 (6) (19) 15 5 (19) 18 (7) 5 36 (40) 33 (38) (34) 23 8 5
(18) 19 s 2 ) 0 0
) 7 (10) 12 1 ) p ( (18) 10
7 (7) 5 0 ) i ( 4 (16) 7 3 3 ( r 9
(32) 25 2 ( 1 T ) 9 t 2 y ( a c w e e j ) v i ) 0 o r 9 5 ( ( r D 2 4 9 r P y 1 3 e a g 26 (51) 1 w o y
18 (37) e r a v K
Driveway 3 i w r e D v
6 i r D 7 7 e 2 ) v 3 ) i ( 1 r 4 D (
s Ponce City Market i r I s i n Redevelopment Site e s l – G y t l e a I k e n c r 6 R 4 5 a A r a y y y r D a a a e n M w T w w 2 e t e e o v e v v y i i i i r s t e t r r r i D D D e s a t C m a r o h e S o c P p n s o n ) ) ) ) ) ) 7 0 8 1 a 2 0 P 5 2 2 ) 1 8 6 ( ( r ( ( ( ( 7 ) ( 3 5 4 4 3 4 9 T
7 (7) ( 5 1 1 4 1 5 3 7 86 (104) 9 45 (57) 10 11 (16) 11 2 15 (17) 106 (128) 53 (46) 45 (46) North Avenue 53 (56) (116) 116 North Avenue (29) 22 8 (101) 92 (27) 25 (3) 2 (49) 39 (90) 87 (16) 25 (63) 49 2 0 6 6 ) 1 ) ) (0) 0 (3) 2 3 ( 0 8 ) ( ( y 5 a 1 ( w e v i r D s e i s k r t r y i n a a a e P D w m e e n t c v r r i n e a r o h p
LEGEND D t P A u Existing Roadway Laneage o S Existing Traffic Signal XX AM Peak Hour Traffic Volumes (XX) PM Peak Hour Traffic Volumes NOT TO SCALE Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
6.0 TRAFFIC ANALYSIS 6.1 Existing 2017 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 7, and the results of the capacity analyses for the Existing 2017 conditions are shown in Table 7. Detailed Synchro analysis reports are available upon request.
Table 7 Existing 2017 Intersection Levels-of-Service LOS (delay in seconds)
LOS AM Peak PM Peak Intersection Control Std. Hour Hour
1. Ponce de Leon Avenue at Glen Iris Signal D/E B (15.1) E (60.9) Drive NB Stop B (11.5) E (41.3)* 2. Ponce de Leon Avenue at Driveway SB Stop B (24.9) D (27.0) - 1/Midtown Place West Driveway EBL Yield B (13.5) B (10.2) WBL Yield A (9.5) B (13.1) 3. Ponce de Leon Avenue at Midtown Signal D/D A (6.5) B (10.5) Place East Driveway
NB Stop D (30.2) C (18.0) 4. Ponce de Leon Avenue at Driveway 2 - WBL Yield A (9.1) B (12.2)
5. Ponce de Leon Avenue at Ponce de Signal D/D C (21.9) C (20.8) Leon Place
WB Stop B (12.5) B (14.0) 6. Glen Iris Drive at Driveway 3 - SBL Yield A (8.4) A (0.0)
7. North Avenue at Glen Iris Drive Signal E/E E (64.5) E (63.4)
NB Stop B (11.2) B (22.5) 8. North Avenue at Driveway 4/Southern SB Stop C (16.4) C (19.2) - Dairies Driveway EBL Yield B (14.5) B (12.0) WBL Yield B (11.0) B (12.3) 9. North Avenue at Driveway 5/Ponce Signal D/D B (10.4) B (11.5) Park Apartments Driveway NB Stop E (37.7)* D (32.5) 10. North Avenue at Driveway 6/Angier SB Stop B (14.8) C (22.1) - Avenue EBL Yield B (10.8) B (10.3) WBL Yield A (0.0) A (9.9) NB Stop D (27.8) D (31.5) SB Stop C (17.1) C (18.7) 11. North Avenue at Somerset Terrace - EBL Yield B (10.1) A (8.3) WBL Yield A (7.9) A (9.7) Note *: At an unsignalized intersection, it is not uncommon for side-street traffic to experience long delays at an intersection with a major street.
019689005 20 August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
As shown in Table 7, the intersection of Ponce de Leon Avenue at Glen Iris currently operates below the acceptable standard LOS D during the PM peak hour and the intersection of North Avenue at Glen Iris Drive operates below the acceptable standard LOS D during the AM And PM peak hours for the Existing 2017 conditions. Therefore, according to the GRTA LOU, the LOS standard is lowered to LOS E for those intersections during those peak hours.
019689005 21 August 2017 e e c y e a D a l c e a e P w l e y r c e c n P a n v ) a u i o 7 n l w o 1 ) r e e 2 4 P P g w D L 2 v ) 3 i ( o i n t 7 1 1 ) ) ) t r ( s 1 5 1 1 9 131 (107) F w d ( ( ( ( D
3 (9) i e 1 6 o t 2 3 6 0 0 0 t 1,344 (819) M W Ponce De Leon Avenue 1,379 (963) s d ) i ) a 7 (24) 9 204 (248) ) 9 E
2 1,562 (1,039) M 2 2 9 3 7 1 (
0 (2) ( ( 4 14 (10) Ponce De Leon Avenue 2 5 2 5 8 12 (19) 1 (1) 4 9 (1) 0 231 (233) s 1
(5) 1 1,389 (872) n 1,325 (815) (265) 106 4 9 8 1 1 )
(1,113) 648 1 (5) o (987) 511 ) 1 ) 0 0 0 i 6 1 8 7 5 8 ) ( t
(192) 117 (1,266) 659 (35) 10 1 2 1 1 5 ( ( i 2 1 ( 1 ) )
(26) 36 ) (6) 7 ) 1 4 d
(314) 193 2 3 0 ( 7 0 3 (1,334) 748 3 0 0 7 ( 1 3 n
(1,100) 572 2 ( ( 1 (47) 41 ) ) 2 2 ) o ( ( 9 g 7 y ( C n a i ) w y t 0 ) e 1 2 a v s 3 3 i ( i 1 ) r ( d 1 4 D x ( 2 3 3 k r 2 8 0 y E e a e g 24 (79) 1 w e o y 29 (55) e r a v K
Driveway 3 i W w r e D v
6 i r D 5 1 e 1 6 v 3 ) i ) 1 r 5 8 D ( 2 4 s
( Ponce City Market i r I s i n Redevelopment Site e s l – G y t l e a I k e n c r 6 R 4 5 a A r a y y y r D a a a e n M w T w w 2 e t e e o v e v v y i i i i r s t e t r r r i D D D e s a t C m a r o h e S o c P p n s ) 8 ) ) o ) 5 n 4 4 ) 0 1 ) ) 8 0 6 ) 2 ) a 2 5 6 P 1 ) 1 5 5 ) ) ( ( ( ( 2 ) 7 6 6 9 1 9 r ( 5 ) ) ( ( ( ( (
17 (14) 2 3 ( 3 2 3 7 ( ( 0 4 0 ( ( T 7 2 1 2 (1)
59 (109) 5 1 2 4 1 8
9 198 (98)
861 (718) 6 0 3
8 1 5 13 (21) 764 (448) 2 0 4 950 (430) 7 26 (2) 9 813 (523) 10 11 851 (337) 38 (134) 0 (2) 11 (46) 0 (4) North Avenue 13 (35)
(238) 116 (2) 0 (1) 0 (6) 1 (1) 0 North Avenue
(747) 372 (4) 22 0 0 1 (129) 192 (3) 11 (57) 12 1 0 0 ) ) ) 1 2 0 0 7 1 5 0 7 1 ) ) 0 6 7 1 2
(668) 258 ) 1 9 6 (806) 475 (721) 255 (274) 68 6 1 2
( (759) 281 ) 0 7 1 1 ) 2 2 1 ) ( ( ) ) ) ) ( ( 9 ( 6 9 (25) 16 ( ) ) 6 (7) 20
y (54) 21 9 7 (9) 13 7 ( ( 1 0 3 5 1 1 a ( ( ( ( 8 7 ( w 1 ( e v i r D s e i s k r t r y i n a a a e P D w m e e n t c v r r i n e a r o h p
LEGEND D t P A u Existing Roadway Laneage o S Existing Traffic Signal XX AM Peak Hour Traffic Volumes (XX) PM Peak Hour Traffic Volumes NOT TO SCALE Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
6.2 Projected 2022 No-Build Conditions To account for growth in the vicinity of the proposed development, the existing traffic volumes were increased for five (5) years at 1.5 percent per year throughout the study network. These volumes were entered into Synchro 9.0, and capacity analyses were performed. The Projected 2022 No-Build conditions were analyzed using existing roadway geometry, existing intersection control types, and the Renew Atlanta project’s North Avenue pavement marking improvements.
The North Avenue pavement marking improvements project proposes the conversion of an eastbound through lane on North Avenue to a two-way left-turn lane (TWLTL) in the vicinity of the project site between Boulevard and the Ponce Park Apartments Driveway.
The intersection laneage and traffic volumes for the Projected 2022 No-Build conditions are shown in Figure 8. The results of the capacity analyses for the Projected 2022 No-Build conditions with existing laneage and the Renew Atlanta project’s proposed North Avenue pavement marking improvements are shown in Table 8. Detailed Synchro analysis reports are available upon request.
019689005 23 August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
Table 8 Projected 2022 No-Build Intersection Levels-of-Service LOS (delay in seconds)
LOS AM Peak PM Peak Intersection Control Std. Hour Hour
1. Ponce de Leon Avenue at Glen Iris Signal D/E B (15.8) E (70.1) Drive NB Stop B (11.8) F (59.1)* 2. Ponce de Leon Avenue at Driveway SB Stop D (28.6) D (27.7) - 1/Midtown Place West Driveway EBL Yield B (14.4) B (10.5) WBL Yield A (9.8) B (13.9) 3. Ponce de Leon Avenue at Midtown Signal D/D A (6.2) A (9.9) Place East Driveway
NB Stop E (35.3) C (20.1) 4. Ponce de Leon Avenue at Driveway 2 - WBL Yield A (9.3) B (13.8)
5. Ponce de Leon Avenue at Ponce de Signal D/D C (24.0) C (22.0) Leon Place
WB Stop B (12.7) B (14.4) 6. Glen Iris Drive at Driveway 3 - SBL Yield A (8.5) A (0.0)
7. North Avenue at Glen Iris Drive Signal E/E E (65.9) E (67.8)
NB Stop B (10.4) E (37.8) 8. North Avenue at Driveway 4/Southern SB Stop C (18.1) D (28.9) - Dairies Driveway EBL Yield B (10.7) B (10.5) WBL Yield A (8.8) B (11.6) 9. North Avenue at Driveway 5/Ponce Signal D/D B (10.7) B (16.8) Park Apartments Driveway NB Stop E (43.7)* D (37.9) 10. North Avenue at Driveway 6/Angier SB Stop C (15.7) C (25.2) - Avenue EBL Yield B (11.3) B (10.5) WBL Yield A (0.0) B (10.2) NB Stop E (35.2)* E (39.2) SB Stop C (19.2) C (21.6) 11. North Avenue at Somerset Terrace - EBL Yield B (10.5) A (8.4) WBL Yield A (8.0) A (10.0) Note *: At an unsignalized intersection, it is not uncommon for side-street traffic to experience long delays at an intersection with a major 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 for the Projected 2022 No-Build conditions.
Modifications to North Avenue associated with the North Avenue pavement marking improvements will include the following roadway configuration changes at the study intersections:
019689005 24 August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
· North Avenue at Glen Iris Drive (Int. #7) § Remove one eastbound through lane and convert the eastbound left-turn lane into a two-way left-turn lane. § Convert westbound left-turn lane to a two-way left-turn lane. · North Avenue at Driveway 4/Southern Dairies Driveway (Int. #8) § Restripe the eastbound approach as two through lanes and a two-way left-turn lane. § Restripe the westbound approach as two through lanes and a two-way left-turn lane. · North Avenue at Driveway 5/Ponce Park Apartments Driveway (Int. #9) § Convert eastbound left-turn lane to a two-way left-turn lane.
Note that due to the laneage changes associated with the North Avenue pavement marking improvements, the delay is expected to decrease between Existing and No-Build conditions on the southbound approach during the AM peak hour and the northbound approach during the PM peak hour at the intersection of North Avenue and Southern Dairies Driveway.
019689005 25 August 2017 e e c y e a D a l c e a e P w l e y r c e c n P a n v ) a u i o 8 n l w o 8 ) r e e 3 4 P P g w D L 2 v ) 4 i ( o i n t 8 1 1 ) ) ) t r ( s 1 5 1 1 6 141 (115) F w d ( ( ( ( D
3 (10) i e 3 1 o t 2 3 7 0 0 0 t 1,448 (882) M W Ponce De Leon Avenue 1,486 (1,037) s d ) i ) a 8 (26) 9 220 (267) ) 9 E 2 M 2 2 9 1,683 (1,119) 3 7 1 ( d 0 (2) ( ( Ponce De Leon Avenue 4 14 (10) l 2 5 2
5 i 8 12 (19) 4 9 (1) 0 231 (233) s
1 1 (1) u
(5) 1 1,496 (939) n 1,427 (878) (285) 114 5 0 9 1 1 1 B
(1,199) 698 1 (5) o (1,063) 550 ) ) ) - 2 0 4 i 7 2 0 6 9 ) t
(207) 126 (1,364) 710 (38) 11 1 1 3 o 1 1 5 ( ( ( i 2 1 ( ) )
(26) 36 ) (6) 7 ) 4 7 d N
(314) 193 2 3 ( 8 2 3 (1,437) 806 3 0 0 7 ( 1 3 (1,185) 616 n ( ( 1 ) ) (47) 41 2 2 2 ) o ( ( 2 9 7 y ( C 0 a ) 2 w y 4 ) e 3 2 a v 3 3 d i ( 1 ) r ( d e 1 2 D ( 2 t 5 3 k r 2 8 0 y e c a e g 24 (79) 1 e w e o j y 29 (55) e r a v K o Driveway 3 i W w r r e D v P 6 i r D 9 1 3 6 e 3 ) v i 1 ) r 8 8 ( D 5 4 s ( Ponce City Market i r I s i n Redevelopment Site e s l – G y t l e a I k e n c r 6 R 4 5 a A r a y y y r D a a a e n M w T w w 2 e t e e o v e v v y i i i i r s t e t r r r i D D D e s a t C m a r o h e S o c P p n s )
8 ) ) o ) 2 n ) 4 4 0 3 ) ) 0 ) ) 8 0 2 ) a 2 0 1 P 6 6 0 ) ( 1 ) 1 ( 2 ) 7 7 7 1 1 r ( ( ( 5 ) ) ( ( 9 ( (
17 (14) 2 3 ( 3 ( 1 ( ( 0 4 2 3 0 ( ( T 4 3 5 2 (1)
64 (117) 5 1 9 9
5 1 2 198 (98)
928 (773) 6 0 3
9 1 5 14 (23) 823 (483) 2 0 4 1,023 (463) 7 26 (2) 9 876 (563) 10 11 917 (363) 41 (144) 0 (2) 11 (46) 0 (4) North Avenue 14 (38)
(256) 125 (2) 0 (1) 0 (6) 1 (1) 0 North Avenue (4) 22 (129) 192 (61) 13
(805) 401 0 0 1 (3) 11 2 0 0 1 2 0 6 2 6 0 1 9 ) ) ) 1 ) ) 1 2 (720) 278 ) 2 1 6 (868) 512 (777) 275 7 1 2 (295) 73 6 0 7 (818) 303 ) 0 8 ) 2 ) ( 2 2 ( ( ) 1 1 ) ) ( ) 0 6 9 ( ( (25) 16 ) ) 0 (7) 20
y (58) 23 0 8 ( 8
(9) 13 1 1 ( ( 6 6 6 2 ( 1 a ( ( ( 8 8 ( w 1 ( e
Laneage to be removed as part of v i Renew Atlanta Project FC-7383A r D s e i s k r t r y i n a a a e P D w m e e n LEGEND t c v r r i n e a r o h p D Existing Roadway Laneage t P A u
Laneage to be removed o S Existing Traffic Signal XX AM Peak Hour Traffic Volumes (XX) PM Peak Hour Traffic Volumes NOT TO SCALE Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
6.3 Projected 2022 Build Conditions The traffic associated with the proposed Ponce City Market expansion was added to the Projected 2022 No-Build volumes. These volumes were then entered into Synchro 9.0, and capacity analyses were performed. The Projected 2022 Build conditions were analyzed using existing roadway geometry, existing intersection control types, and the Renew Atlanta project’s North Avenue pavement marking improvements.
The intersection laneage and traffic volumes used for the Projected 2022 Build conditions are shown in Figure 9. The results of the capacity analyses for the Projected 2022 Build conditions with proposed laneage and control types are shown in Table 9. Detailed Synchro analysis reports are available upon request.
Table 9 Projected 2022 Build Intersection Levels-of-Service LOS (delay in seconds) LOS AM Peak PM Peak Intersection Control Std. Hour Hour
1. Ponce de Leon Avenue at Glen Iris Drive Signal D/E B (16.9) E (78.9)
NB Stop B (12.2) F (71.8)* 2. Ponce de Leon Avenue at Driveway SB Stop C (21.4) D (29.9) - 1/Midtown Place West Driveway EBL Yield B (14.8) B (10.7) WBL Yield A (9.9) B (14.1) 3. Ponce de Leon Avenue at Midtown Place Signal D/D A (6.2) A (9.9) East Driveway NB Stop C (17.1) C (19.6) 4. Ponce de Leon Avenue at Driveway 2 - WBL Yield A (9.4) B (13.1) 5. Ponce de Leon Avenue at Ponce de Leon Signal D/D C (24.6) C (22.2) Place
WB Stop B (14.6) C (16.9) 6. Glen Iris Drive at Driveway 3 - SBL Yield A (8.8) A (0.0)
7. North Avenue at Glen Iris Drive Signal E/E E (76.1) E (73.5)
NB Stop B (11.0) F (55.4)* 8. North Avenue at Driveway 4/Southern SB Stop C (21.2) E (39.4) - Dairies Driveway EBL Yield B (11.3) B (11.4) WBL Yield A (9.3) B (12.5) 9. North Avenue at Driveway 5/Ponce Park Signal D/D B (19.9) C (24.7) Apartments Driveway NB Stop F (69.1)* F (59.6)* SB Stop D (29.7) F (85.8)* 10. North Avenue at Driveway 6/Angier Avenue - EBL Yield B (11.8) A (9.7) WBL Yield A (0.0) B (10.5) NB Stop E (47.7)* F (54.9)* SB Stop C (21.2) D (25.3) 11. North Avenue at Somerset Terrace - EBL Yield B (10.8) A (8.6) WBL Yield A (8.1) A (10.3) Note *: At an unsignalized intersection, it is not uncommon for side-street traffic to experience long delays at an intersection with a major street.
019689005 27 August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
As shown in Table 9, all study intersections are projected to operate at or above their acceptable level- of-service standard during the AM and PM peak hours for the Projected 2022 Build conditions.
Note that the delay on the stop controlled northbound approach of the Driveway 2 at Ponce de Leon Avenue is expected to decrease during the AM peak hour between No-Build and Build conditions. While the addition of volume to a movement typically increases delay, the addition of right-turn volume to this approach is expected to decrease the approach delay. Right-turn movements typically experience less delay than left-turn movements, resulting in a decrease of the weighted average of approach delay. Since right-turn volume typically experiences less delay, this increase in volumes causes a significant decrease in the weighted average of approach delay.
019689005 28 August 2017 e e c y e a D a l c e a e P w l e y r c e c n P a n v ) a u i o 9 n l w o 4 ) r e e 4 4 P P g w D L 2 v ) 4 i ( o i n t 8 1 1 ) ) ) t r ( s 1 5 1 1 2 141 (115) F w d ( ( ( ( D
3 (10) i e 4 1 o t 2 3 7 0 0 0 t 1,476 (914) M W ) Ponce De Leon Avenue 1,486 (1,037) s d ) ) 3 i a 8 (26) 9 256 (307) 4 0 E 2 M 7 2
2 ( ( 1,716 (1,151) 3
0 (2) ( 8 5 4 14 (16) Ponce De Leon Avenue 2 4 9 5 8 12 (19)
(1) 0 s 231 (233) d
1 1 (1) l i
1,532 (979) n (5) 1 1,460 (916) (292) 119 5 0 9 1 1 1 u o (1,218) 713 1 (5) (1,097) 573 ) ) ) 0 0 9 i 7 2 0 9 9 ) t 1 1 3
(226) 144 (1,382) 729 B
1 1 (38) 11 5 ( ( ( 2 1 i ( ) ) 1 (26) 36 (24) 17 ) 1 4 2 ) d
(321) 198 2 ( 3 3 (1,447) 818 3 6 2 3 0 0 6 5 2 n ( (
(1,217) 642 ( 3 (63) 48 ) ) 2 2 ) 0 o ( ( 8 2 0 y C 1 a ( ) ) d w y 3 2 e 4 8 e a v 3 1 i t ( ( ) r d 1 6 2 c D ( 2 6 2 k r e 2 1 0 y e j a e g 50 (130) 1 o w e o y e r 47 (92) r a v K
Driveway 3 i W w P r e D v
6 i r D 6 8 e 4 8 v 3 ) i ) 2 r 1 2 D 6 1 ( 4 s
( Ponce City Market i r I s i n Redevelopment Site e s l – G y t l e a I k e n c r 6 R 4 5 a A r a y y y r D a a a e n M w T w w 2 e t e e o v e v v y i i i i r s t e t r r r i D D D e s a t C m a r o h e S o c P p n s ) ) ) 6
8 ) o ) 9 n ) 7 6 4 8 3 ) 3 ) ) 7 ) 2 6 a 9 2 2 P ( 6 6 0 2 7 ) ( ( ) 1 ( ( 8 1 1 r ( ) 5 5 ) ) ( 9
17 (14) 6 ( ( ( ( 8 7 ( 3 2 0 4 3 0 2 ( ( ( T 0 3 9 13 (17)
71 (124) 5 1 9 1 8 9 1,034 (901) 1 1 6 243 (155)
1 1 6 14 (23) 1 0 1 909 (587) 2 0 4 1,068 (509) 7 26 (2) 9 929 (609) 10 11 970 (419) 56 (161) 0 (2) 11 (46) 0 (4) North Avenue 14 (38)
(285) 147 (2) 0 (1) 0 (6) 1 (1) 0 North Avenue (4) 22 (230) 284 (895) 488 0 0 1 (30) 36 (64) 15 2 0 0 1 2 0 6 8 2 ) ) ) 1 2 1 9 ) ) 1 2
(736) 303 ) 2 1 8 (295) 73 (984) 628 6 0 7 (867) 342 (840) 324 7 1 2 0 8 ) ( ) 2 2 2 ) ( ( 1 1 ) 0 ) ( ) ) ( ( 6 (25) 16 9 ) ) 5 (7) 20
y (61) 25
(9) 13 1 8 ( 3 8 1 ( ( 6 4 7 a 2 1 ( ( ( ( 8 9 ( w 1 ( e
Laneage to be removed as part of v i Renew Atlanta Project FC-7383A r D s e i s k r t r y i n a a a e P D w m e e n LEGEND t c v r r i n e a r o h p D Existing Roadway Laneage t P A u
Laneage to be removed o S Existing Traffic Signal XX AM Peak Hour Traffic Volumes (XX) PM Peak Hour Traffic Volumes NOT TO SCALE Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
7.0 INGRESS/EGRESS ANALYSIS Vehicular access to the Ponce City Market is currently served by six (6) driveways. Site driveway locations are discussed in Section 1.3. The North Avenue at Ponce City Market West Driveway/Ponce Park Apartments Driveway is currently signalized and is proposed to remain signalized in the Projected 2022 Build conditions. The remaining four (4) driveways are currently unsignalized and are proposed to remain unsignalized in the Projected 2022 Build conditions. No changes to site access are proposed as part of the expansion.
The following driveways currently have one ingress lane and one egress lane: · Ponce City Market Driveway 1 at Ponce de Leon Avenue · Ponce City Market Driveway 2 at Ponce de Leon Avenue · Ponce City Market Driveway 4 at North Avenue · Ponce City Market Driveway 6 at North Avenue
The following driveway currently have one ingress lane and two egress lanes: · Ponce City Market Driveway 3 at Glen Iris Drive · Ponce City Market Driveway 5 at North Avenue
The existing site driveways provide vehicular access to the entire development. There is also a second driveway on Glen Iris Drive that provides access to The Suzuki School on-site parking deck.
Capacity analyses were performed for the proposed site driveway intersections (Int. #2, #4, #6, #8, #9, #10) using Synchro 9.0. 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 2022 Build conditions, the existing site driveway intersections are anticipated to operate at an acceptable level-of- service.
8.0 IDENTIFICATION OF PROGRAMMED PROJECTS According to ARC’s Transportation Improvement Program, the Regional Transportation Improvement Program, GDOT’s Construction Work Program (none at this time), City of Atlanta’s programmed projects, and the GA STIP, 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 11 on the following page.
019689005 30 August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
Table 10 Programmed Improvements
# Year Project ID Project Description
1 2017 Renew ATL North Angier Avenue Resurfacing
2 2017 Renew ATL North Avenue Marking Improvements
3 2018 Renew ATL Old Fourth Neighborhood Improvements
4 2018 Renew ATL Poncey-Highland Neighborhood Improvements
5 2019 Renew ATL North Avenue TTC Upgrades
Atlanta Streetcar – East Extension: from Jackson Street to 6 2030 AR-490A1 BeltLine/Irwin Street Atlanta Streetcar – Atlanta BeltLine East Corridor: from Glenwood 7 2040 AR-490B Avenue to Montgomery Ferry Road Atlanta Streetcar – Midtown/Crosstown Corridor: from BeltLine 8 2040 AR-490C West Corridor to BeltLine East Corridor SR 8 (Ponce de Leon Avenue) Complete Street Retrofit and 9 TBD AT-269 BeltLine Connection: from Freedom Parkway to Boulevard/Monroe Drive
10 TBD AR-317 SR 141 and SR 8 Connected Vehicle Pilot Program
11 TBD RD-009 North Avenue Complete Street
Project #2 is the only programmed project expected to be constructed in 2017 that will have a direct impact on the proposed Ponce City Market expansion study network. This impact is described in more detail in Section 6.2. Fact sheets for projects 1-11 can be found in Appendix F.
019689005 31 August 2017 Ponce City Market – Phase 2 DRI #2709 - Transportation Analysis
9.0 INTERNAL CIRCULATION ANALYSIS Due to the complex nature of this project, internal circulation throughout the site can differ for varying land uses. Driveway 2 at Ponce de Leon Avenue and Driveway 5 at North Avenue operate as the primary access points to the parking located within the building for office employees and residents. Driveway 4 at North Avenue provides access to a nested parking facility and cannot provide internal vehicular connections to the rest of the site. The remaining site driveways provide access to parking for the entire site.
Mixed-use vehicle trip reductions were taken according to the ITE Trip Generation Handbook, Third Edition, 2014 for the AM and PM peak hours; Daily mixed-use reductions were taken according to the ITE Trip Generation Handbook, Second Edition. Total internal capture and vehicle trip reduction between the land uses is expected to be 11% daily, 7% for the AM peak hour, and 23% for the PM peak hour as a result of the anticipated interaction between the residential, hotel, office, and retail land uses within the proposed development.
10.0 COMPLIANCE WITH COMPREHENSIVE PLAN ANALYSIS The project site currently consists of three parcels located on the existing Ponce City Market site, which are used as existing surface parking, green space, and an existing building. The project site is located within the Ponce de Leon LCI boundaries and zoned MRC-3-C under the City of Atlanta Quality of Life Zoning Code.
The latest plan, titled City of Atlanta Ponce de Leon Avenue Livable Centers Initiative, Five-Year Update focuses heavily on the implementation of the original Ponce de Leon/Moreland Avenue Corridors Study vision. The LCI discusses more efficiently utilizing existing pavement, making existing MARTA transit facilities more user-friendly and efficient, and establishing pedestrian-oriented mixed- use nodes that build on historic or existing nodes. The LCI focuses on enhancing the pedestrian environment by making walking comfortable, safe, and convenient and the redevelopment of auto- oriented land-uses to vertically oriented mixed-use buildings. The Ponce City Market Phase 2 development aligns with the goals and visions of the LCI study by reducing parking and creating a walkable environment. The project site currently experiences high pedestrian and bicyclist volumes and the expansion is projected to experience the same travel behaviors. Additionally, the Atlanta Regional Commission Unified Growth Policy Map identifies the site as a Community Activity Center: Old Fourth Ward – Ponce City Market.
019689005 32 August 2017 Appendix A Site Photo Log Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 1 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 1
Comments: Driveway 1 looking north
Photo No. 2
Comments: Driveway 1 looking west on Ponce De Leon Avenue Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 2 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 3
Comments: Driveway 1 looking east on Ponce de Leon Avenue
Photo No. 4
Comments: Driveway 2 looking north Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 3 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 5
Comments: Driveway 2 looking west on Ponce De Leon Avenue
Photo No. 6
Comments: Driveway 2 looking east on Ponce de Leon Avenue Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 4 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 7
Comments: Driveway 3 looking west
Photo No. 8
Comments: Driveway 3 looking north on Glen Iris Drive Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 5 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 9
Comments: Driveway 3 looking south on Glen Iris Drive
Photo No. 10
Comments: Driveway 4 looking south Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 6 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 11
Comments: Driveway 4 looking east on North Avenue
Photo No. 12
Comments: Driveway 4 looking west on North Avenue Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 7 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 13
Comments: Driveway 5 looking south
Photo No. 14
Comments: Driveway 5 looking east on North Avenue Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 8 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 15
Comments: Driveway 5 looking west on North Avenue
Photo No. 16
Comments: Driveway 6 looking south Jamestown, L.P. KHA Job No.: 019689005 Date: August 9th, 2017 Photograph Sheet Page: 9 of 9
Site Name: Ponce City Market DRI #2709
Photo No. 17
Comments: Driveway 6 looking east on North Avenue
Photo No. 18
Comments: Driveway 6 looking west on North Avenue Appendix B Land Use and Zoning Maps 7 7 7 7 7 7 7 D 7 1 9 9 8 8 2 6 6 7 0 2 7 7 1
853 7 3 7 6 841 843 847 3 1
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9 4 8 8 9 8 6 6 7 3 5 5 8 6 0 6 2 900 4 3 9 8 8 90 899 1 8 8 0 0 8 ZONING ORDINANCE
1 899 0 902 8 8 4 8 0 4 0 0 6 0 8 8 3 4 4 2 99 8 GHLAND 8 HI
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9 772 A 31 129 157-241 THIS SHEET ______OF ______SHEETS, IS HEREBY CERTIFIED AS INCLUDED 8 SAINT CHARLES 734 B 9
R-5 SAINT CHARLES SAINT CHARLES 6 RG-3-C 77 4 IN THE OFFICIAL ZONING MAPS, ON FILE IN THE DEPARTMENT OF PLANNING 7 2 7 HC-20O
3 7
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I 8 6 740 3 COUNCIL ON DECEMBER 15, 1980 AND APPROVED BY THE MAYOR ON 9 734 0 2 3 4 4 5 5 6 7 8 9 740 0 1 2 740 823 734 1 1 742 7 739 823 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 4 R 1
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8 6 2 710 6 RG-3
RG-3 3 8 O-I-C 1126 1166 5 RG-5 1074 Outdoor Dining 1084 1102 1112 1120 1 1146 6 1166 5 1094 N 1 8 RG-3 8 1050 1158 O ______0 C-1 C-1-C ______58 1 E 0 0 712 R-LC-C RG-3-C L 9 7 R-LC-C E C-2 5 C-1 D 0 RG-3 CE 0 PON DIRECTOR, BUREAU OF PLANNING DATE 6
D 10 C-1 5 5 7 N 5
1 CITY OF ATLANTA, GEORGIA 1 5 Z-13-050 Z-13-050 1095 1125 5
A 7 U-14-004 1137 3 737 1
L 6 7 9 Z-13-050 Z-13-013 7 Z-13-050 5
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8 1 2 7 7 0 3 MRC-2-C 1 1 3 1
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N MRC-2-C 9 5 C 9 1 E DE LE 7 7 ______O O N 9 1 3 7 7 684 9 Z-13-056 1189 8 2 9 SPI-6 8
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14-16 0 680 MRC-2-C LELAND RG-4
677 1 5 680 1 7
E U-14-005 S 7 U-13-011 684 6 7 678 67 5 6 I 679 5 990 CITY OF ATLANTA, GA
988 L 673 6 4 5 5
9 R 676 5 RG-3-C SA4 672 I Private 9 Hotel RG-3 675 992 O 669 986 6 RG-3 6 2 6 2 0
2 6 6 MRC-2-C 9 0 672 672 5 664 668 4 4 6 7 N RG-3 5 6 7 N 671 8 9
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R-5 8
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643 1 1 1 1 1
RG-3 1 642 644 1 Z-10-010 640 639 B 640 635 635 637 639 645 642 639 642 635 634 634 OVERLAY DISTRICTS Industrial 629 636 636 636 635 638 3
630 687 SPI-6 SA2 631 3 627 630 630 6 625 631 630 630 631 632 536 14-48 Z-05-054 626 630
623 2 Beltline 621 626 625 8 624 2 6 Historic & Cultural; 2 621 626 624 0 0 626 625 4 4 8 1 2 8 0
0 2 9 9 C-1-C 620 8 622 2 9 0 3 622 1 619 1 4
RG-3-C 619 2
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1 8 4 2 4 8
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9 0 1 2 3 3 615 3 RG-2-C LBS 1 2 SPI Sign Overlay Districts 2 1
2
PD-MU 2 2 2 2 617 616 618 2 1050 1046 615 1 R-4B-C 617 1 Live-Work 1 1
1 1 1 1 1 NORTH SPI-6 1 MRC-3-C U-11-017 NORTH NORTH 604 RG-1 5 608 All Others 5 3 1 0 3 607 4 1079 7 6 591 795 6 5 3 QOL Multi-Family; 3 7 9 7 1 1 4 Transfer of Z-11-033 4 5 0 2 7 3 7 7 1 9 0 7 9 1 1 1 600 5 9 7 1 5 2 4 5 8 9 7 0 2 3 3 5 6 0 0 9 1
0 A 0 1 9 9 5 SA3 5 8 5 7 8 9 R-LC-C 2 1 9 9 0 Z-13-050 9 1 9 I 9 1 6 0 0 0
5 9 602 1 604 8 8 1 9 9 8 9 604 9 1 8 1
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Development Rights C-1 1
L 0 8 1 5 PD-MU 7 599 Z-08-040 1 5 2 2 5 4 6 9 598 598 590 U Human Service Facilities 5 5 5 600 4 5 9 0 0 0 J QOL Mixed Use
591 6 9 0 Z-15-013 590 589 8 9 4 9 9 9
5 9 1 1 9 0 6 9 9 0 0 594 3 8 8 591 592 586 5 7 0 6 7 1036 1 0 4 1 589 9 2 1 5 6 584 S PD-H 8 5 0 590 RING 8 8 58 1 3 Z-14-061 SP 1 5 9 0 2 Special Use Permits 2 1 2 MR-5A 2
6 6 PD-MU 2 1
2 6 6 R 5 9 R-4 0 MRC-3-C 1 5 1 0 Commercial 9 2 3 4
2 3 9
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4 2 5 8 E 8 9 584 0 5 MRC-3-C 0 5 6 R-4 5 8 5 5 I Z-16-059 6 5 6 5 0 5 5 4 9 5 0 7 6 0 7 1 6 5 4 9 1 7 G 7 9 1033 579 5 5 5 3 0 1 L 8 2 PD-H N 4 9 4 4 Z-14-065 8 1 9 9 4 58 IN 7 8 1 1 6 A 8 0 LBS/HBS U-11-018 8 0 5 5 0 29 C-1-C 9 1 2 Neighborhood Commercial; 8 3 0 L Z-15-035 3 6 8 W 7 7 1 0 8 5 9 7 0 L 573 3 4 E 6 9 I FREEDOM SPI-7 SA1 5 8 9 6 7 1 1 BOULEVARD Transfer of 0 D O 6 571 D 2 6 9 0 M 6 A 3 O 5 1 1 1 R
2 N 7 G 0 S 6 585 1 3 7 7 575 0 3 7 L D 6 Development Rights F 0 67 7 5 7 M 5 E 8 A 1 Residential - Single Family 4 4 5 7 3 3 5 8 5 0 1 2 B R 5 5 5 2 3 4 A 5 5 8 5 1 0 I L 5 5 1 5 2 E 0 9 1 0 L 6
2 9 5 0 L H 8 E I 60 4 8 8 5 9 5 4 8 N
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5 5 8 I-1-C 4 5 5 7 4 5 5 0 4 8 5 3
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6 5 3 3 8 1 M 0 5 3 5 5 15-240
2 1 5 6 5 Transfer of 6 5 1 5 549 5 5 3 RG-3-C
5 6 6 6 R-5 3 6 SA1 2 5 9 5 5 5 5 I-1 5 536 2 556 Development Rights 5 5
543 5 5 7 5 8 5 5 1 Planned Development 7
1 4 3 3 4 9 6 SPI-6 SA2 7
6 5 8 5 6 5 5 5 532 7 5 4 5 5 5 8 6 4 7 540 4 4 7 5 0
3 6 2 5 5 1 3 7
5 Z-04-103 6 5 4 3 5 2 5 DRUID 2 2 3 0 6 5 5 3 R 4 2 528 7 2 5 2 3 4
5 3 0 8 5 9 5 6 536 0 5 5 4 5 6 5 2
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1 0
6 5 Residential - Duplex 3 6 5 9 6 5 8 5
1 4 5 524 1192 5 SPI-7 SA2B 5 8 3
5 SPI-7 D 4 S 4
5 530 5 8 A 7 3 2
4 3 5 L 52 3 9 3
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N MRC-2-C 2 U 1 1 INTO RNE F W 8 Residential - Multi-Family 0 6 1 MR-4A-C CO 522 SA3 1
R-5 0 0 7 N 499 N 7 5
1 7 6 4 2 5 ECT T 519 3 3 3 S 8 W 4 2 E 0 1 3 9 1 2 0 3 9 1
5 4 7 5 1 2 2 3
7 14-18 1 514 RG-3-C 2 1 1 0 3 6 2 7 5 Z-15-055 1 1 5 3 1 1 2 3 4 1
7 6 2 5 4
2 Residential - Limited Commercial 5 3 3 5 1 1
5 1
2 3 2 1 5 1
5 V 5 5 5 5 Z-08-081 7 506 499 I B 50 L Z-13-050 506 1
0 0 4 MRC-3-C L A 1 2 I-1 507 5 1 496 9 9 4 This document was compiled on March 06, 2017 5 C-3-C 1 9 2 4 A R 506 1 1 1 7 2 501 R-4 1 3
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14-19 2 4 7 9 1 034 8 293 290 MR-3-C 0 0 1 0 294 9 0 7 R-5 0
R-9 53 0 HC-20L 1 286 14-14 4 D 1 9 289 291 9 3 3 292 2 I 2 291 9 3 6 3 0 0 4 0 4
1 4 3 9 1 9 6 1 2 4 2 2 2 9 L 8 0 291 5 1 290 287 1 R-4B-C 0 1 6 0 5 287 289 8 3 1 0 1 2 14-46 6 0 287 286 7 C 1 1 LBS 288 1 1 1 1 288 287 6 K 1 ENDALL 7 7 5 9 9 5
1 3 7 285 1
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283 7 284 271 RZ-4-0B6--C134 7 282 281 PD-MZ-1U2-023 RG-3 283 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 Site Plan Drawing name: K:\AMT_TPTO\019689005_Ponce City Market DRI\Site Plan\CADD\Exhibits\2017-08-04 - DRI Site Plan\2017-08-04 - DRI Site Plan.dwg SITE PLAN Aug 07, 2017 3:01pm by: clara.jennings This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. LOCATION MAP: LOCATION PARKING: PROGRAM: CONTACTS: NOTES:SITE PARCEL F: PARCEL D: PARCEL PARCEL B:PARCEL DRI NUMBER: PROPOSED: CURRENT: OWNER: CURRENT ADDRESS: ZONING: CURRENT AREA:SITE OVERALL TRAFFIC CONSULTANT: APPLICANT: 15,000 SF RETAIL 36,000 SF RETAIL (3 STORIES) 500 HOTEL ROOMS(18 HOTEL 500 STORIES) 68,000 SF OFFICE (8 SFOFFICE 68,000 STORIES) 450 RESIDENTIAL UNITS RESIDENTIAL UNITS (12 450 STORIES) 20,000 SF RETAIL PROPOSED LAND USES &DENSITIESLAND PROPOSED LAND USE HOTEL ROOMS HOTEL APARTMENTS OFFICE RETAIL PHONE: (404) 419-8772 (404) PHONE: ASSOCIATES, AND KIMLEY-HORN INC. 835-8230 (404) PHONE: CONTACT: ELIZABETH JOHNSON, P.E. ELIZABETH CONTACT: SUITE 601 STREETPEACHTREE WEST NW,817 BOHN FRANCES CONTACT: AVE., NE LEON DE PONCE 675 JAMESTOWN, L.P.JAMESTOWN, ATLANTA, GA 30308 ATLANTA, GA 30308 ATLANTA, 15.91 ACRES JAMESTOWN, L.P.JAMESTOWN, 2709 ATLANTA, GA 30308 ATLANTA, AVE. NE LEON DE PONCE 675 MRC-3-C PROJECT SITE PROJECT TBD SPACES 2,541 DENSITY 500 UNITS 500 450 UNITS 450 51,000 SF 51,000 SF 68,000 NORTH
PROJECT: CLIENT: SCALE: 7 1" = 50' SHEET NUMBERSHEET PONCE CITY MARKET - PHASE 2 6 PROJECT NO.PROJECT
019689005 07/27/2017 675 PONCE DE LEON AVE., NE DRAWN BY: 5
DATE ATLANTA, GA 30308 JAMESTOWN, L.P. BDC © 2017 KIMLEY-HORN AND ASSOCIATES, INC.
1 4 3 TITLE: DESIGNED BY: 817 W. PEACHTREE STREET, NW BDC THE BILTMORE, SUITE 601 2 675 PONCE DE LEON AVE, NE ATLANTA, GEORGIA 30308 1 DRI SITE PLAN ATLANTA, GA 30308 CHECKED BY: EHJ PHONE (404) 419-8700 WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY Appendix D Trip Generation Analysis Trip Generation Analysis (9th Ed.) Ponce City Market - Phase 2 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 450 d.u. 2,851 224 45 179 265 172 93 310 Hotel 500 rooms 4,085 265 156 109 300 153 147 710 General Office Building 68,000 s.f. 979 141 124 17 155 26 129 820 Shopping Center 71,000 s.f. gross leasable area 5,436 68 42 26 476 228 248
Gross Trips 13,351 698 367 331 1,196 579 617 Residential Trips 2,851 224 45 179 265 172 93 Mixed-Use Reductions -228 -7 -1 -6 -97 -67 -30 Alternative Mode Reductions -656 -54 -11 -43 -42 -26 -16 Adjusted Residential Trips 1,967 163 33 130 126 79 47
Hotel Trips 4,085 265 156 109 300 153 147 Mixed-Use Reductions -326 -6 0 -6 -20 -15 -5 Alternative Mode Reductions -940 -65 -39 -26 -70 -35 -36 Adjusted Hotel Trips 2,819 194 117 77 210 103 106
Office Trips 979 141 124 17 155 26 129 Mixed-Use Reductions -192 -18 -13 -5 -30 -9 -21 Alternative Mode Reductions -197 -31 -28 -3 -31 -4 -27 Adjusted Office Trips 590 92 83 9 94 13 81
Retail Trips 5,436 68 42 26 476 228 248 Mixed-Use Reductions -726 -15 -9 -6 -127 -46 -81 Alternative Mode Reductions -1,178 -13 -8 -5 -87 -46 -42 Pass By Reductions (Based on ITE Rates) -1,201 0 0 0 -89 -45 -45 Adjusted Retail Trips 2,331 40 25 15 173 91 80
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 -1,472 -46 -23 -23 -274 -137 -137 Alternative Mode Reductions - TOTAL -2,971 -163 -86 -77 -230 -111 -121 Pass-By Reductions - TOTAL -1,201 0 0 0 -89 -45 -45 New Trips 7,707 489 258 231 603 286 314 Driveway Volumes 8,908 489 258 231 692 331 359 Appendix E Intersection Volume Sheets INTERSECTION VOLUME DEVELOPMENT
Ponce de Leon Avenue at Glen Iris Drive AM PEAK HOUR
Glen Iris Drive Glen Iris Drive Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 150 0 180 0 0 0 0 0 1 648 117 0 204 1,379 3 0 Pedestrians 1 11 24 29 Conflicting Pedestrians 24 29 29 24 11 1 1 11 Heavy Vehicles 0 0 1 0 0 0 0 8 0 1 4 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2017 Volumes 150 0 180 0 0 0 0 0 1 648 117 0 204 1379 3 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 162 0 194 0 0 0 0 0 1 698 126 0 220 1,486 3 0
Project Trips Trip Distribution IN 10% 12% Trip Distribution OUT 10% 2% Residential Trips 13 0 3 0 0 0 0 0 0 0 3 0 4 0 0 0
Trip Distribution IN 10% 5% 15% Trip Distribution OUT 15% 2% Hotel Trips 12 0 2 0 0 0 0 0 0 12 6 0 18 0 0 0
Trip Distribution IN 10% 12% Trip Distribution OUT 10% 2% 0% Office Trips 1 0 0 0 0 0 0 0 0 0 8 0 10 0 0 0
Trip Distribution IN 10% 5% 15% Trip Distribution OUT 15% 2% Retail Trips 2 0 0 0 0 0 0 0 0 3 1 0 4 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 0 5 0 0 0 0 0 0 15 18 0 36 0 0 0
2022 Buildout Total 190 0 199 0 0 0 0 0 1 713 144 0 256 1,486 3 0
PM PEAK HOUR
Glen Iris Drive Glen Iris Drive Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 171 5 304 0 1 1 5 0 5 1,113 192 1 248 963 9 2 Pedestrians 2 20 39 43 Conflicting Pedestrians 39 43 43 39 20 2 2 20 Heavy Vehicles 0 0 0 0 0 0 0 3 0 0 5 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.98 0.98 0.98 0.98 Adjustment Adjusted 2017 Volumes 171 5 304 0 1 1 5 0 5 1113 192 1 248 963 9 2 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 184 5 327 0 1 1 5 0 5 1,199 207 1 267 1,037 10 2
Project Trips Trip Distribution IN 10% 12% Trip Distribution OUT 10% 2% Residential Trips 5 0 1 0 0 0 0 0 0 0 8 0 9 0 0 0
Trip Distribution IN 10% 5% 15% Trip Distribution OUT 15% 2% Hotel Trips 16 0 2 0 0 0 0 0 0 10 5 0 15 0 0 0
Trip Distribution IN 10% 12% Trip Distribution OUT 10% 2% 0% Office Trips 8 0 2 0 0 0 0 0 0 0 1 0 2 0 0 0
Trip Distribution IN 10% 5% 15% Trip Distribution OUT 15% 2% Retail Trips 12 0 2 0 0 0 0 0 0 9 5 0 14 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 41 0 7 0 0 0 0 0 0 19 19 0 40 0 0 0
2022 Buildout Total 225 5 334 0 1 1 5 0 5 1,218 226 1 307 1,037 10 2 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #1 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
Ponce de Leon Avenue at Driveway 1/Midtown Place West Driveway AM PEAK HOUR
Driveway 1 Midtown Place West D/W Ponce De Leon Avenue Ponce De Leon 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 2017 Traffic Volumes 0 0 17 1 0 182 36 748 41 1 1,389 12 Pedestrians 1 0 6 16 Conflicting Pedestrians 6 16 16 6 0 1 1 0 Heavy Vehicles 0 0 0 0 0 1 0 9 0 0 4 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2017 Volumes 0 0 17 0 1 0 182 0 36 748 41 0 1 1389 12 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 0 0 17 0 1 0 182 0 36 806 41 0 1 1,496 12 0
Project Trips Trip Distribution IN 12% Trip Distribution OUT 10% 2% Residential Trips 0 0 13 0 0 0 0 0 0 3 0 0 0 4 0 0
Trip Distribution IN 5% 5% 15% Trip Distribution OUT 5% 2% Hotel Trips 0 0 4 0 0 0 0 0 0 8 6 0 0 18 0 0
Trip Distribution IN 12% Trip Distribution OUT 10% 2% Office Trips 0 0 1 0 0 0 0 0 0 0 0 0 0 10 0 0
Trip Distribution IN 5% 5% 15% Trip Distribution OUT 5% 2% Retail Trips 0 0 1 0 0 0 0 0 0 1 1 0 0 4 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 19 0 0 0 0 0 0 12 7 0 0 36 0 0
2022 Buildout Total 0 0 36 0 1 0 182 0 36 818 48 0 1 1,532 12 0
PM PEAK HOUR
Driveway 1 Midtown Place West D/W Ponce De Leon Avenue Ponce De Leon 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 2017 Traffic Volumes 2 2 79 1 0 329 26 1,334 47 5 872 19 Pedestrians 8 1 33 57 Conflicting Pedestrians 33 57 57 33 1 8 8 1 Heavy Vehicles 0 0 0 0 0 0 0 3 0 0 5 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.98 0.98 0.98 0.98 Adjustment Adjusted 2017 Volumes 2 2 79 0 1 0 329 0 26 1334 47 0 5 872 19 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 2 2 79 0 1 0 329 0 26 1,437 47 0 5 939 19 0
Project Trips Trip Distribution IN 12% Trip Distribution OUT 10% 2% Residential Trips 0 0 5 0 0 0 0 0 0 1 0 0 0 9 0 0
Trip Distribution IN 5% 5% 15% Trip Distribution OUT 5% 2% Hotel Trips 0 0 5 0 0 0 0 0 0 7 5 0 0 15 0 0
Trip Distribution IN 12% Trip Distribution OUT 10% 2% Office Trips 0 0 8 0 0 0 0 0 0 2 0 0 0 2 0 0
Trip Distribution IN 5% 5% 15% Trip Distribution OUT 5% 2% Retail Trips 0 0 4 0 0 0 0 0 0 7 4 0 0 14 0 0
Pass-By Trips 0 0 7 0 0 0 0 0 0 -7 7 0 0 0 0 0
Total Project Trips 0 0 29 0 0 0 0 0 0 10 16 0 0 40 0 0
2022 Buildout Total 2 2 108 0 1 0 329 0 26 1,447 63 0 5 979 19 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #2 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
Ponce de Leon Aveune at Midtown Place East Driveway AM PEAK HOUR
- Midtown Place East D/W Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 0 0 0 92 0 45 193 572 0 0 1,325 231 Pedestrians 0 87 0 29 Conflicting Pedestrians 0 29 29 0 87 0 0 87 Heavy Vehicles 0 0 0 0 0 1 2 4 0 0 6 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2017 Volumes 0 0 0 0 92 0 45 0 193 572 0 0 0 1325 231 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 0 0 0 0 92 0 45 0 193 616 0 0 0 1,427 231 0
Project Trips Trip Distribution IN 2% 10% Trip Distribution OUT 2% 10% Residential Trips 0 0 0 0 0 0 1 0 3 13 0 0 0 3 0 0
Trip Distribution IN 2% 5% 15% Trip Distribution OUT 2% 5% Hotel Trips 0 0 0 0 2 0 0 0 2 10 0 0 0 18 0 0
Trip Distribution IN 2% 10% Trip Distribution OUT 2% 10% Office Trips 0 0 0 0 0 0 2 0 0 1 0 0 0 8 0 0
Trip Distribution IN 2% 5% 15% Trip Distribution OUT 2% 5% Retail Trips 0 0 0 0 1 0 0 0 0 2 0 0 0 4 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 3 0 3 0 5 26 0 0 0 33 0 0
2022 Buildout Total 0 0 0 0 95 0 48 0 198 642 0 0 0 1,460 231 0
PM PEAK HOUR
- Midtown Place East D/W Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 0 0 0 199 0 72 314 1,100 0 0 815 233 Pedestrians 5 136 0 30 Conflicting Pedestrians 0 30 30 0 136 5 5 136 Heavy Vehicles 0 0 0 0 0 1 1 2 0 0 4 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.98 0.98 0.98 0.98 Adjustment Adjusted 2017 Volumes 0 0 0 0 199 0 72 0 314 1100 0 0 0 815 233 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 0 0 0 0 199 0 72 0 314 1,185 0 0 0 878 233 0
Project Trips Trip Distribution IN 2% 10% Trip Distribution OUT 2% 10% Residential Trips 0 0 0 0 0 0 2 0 1 5 0 0 0 8 0 0
Trip Distribution IN 2% 5% 15% Trip Distribution OUT 2% 5% Hotel Trips 0 0 0 0 2 0 0 0 2 10 0 0 0 15 0 0
Trip Distribution IN 2% 10% Trip Distribution OUT 2% 10% Office Trips 0 0 0 0 0 0 0 0 2 8 0 0 0 1 0 0
Trip Distribution IN 2% 5% 15% Trip Distribution OUT 2% 5% Retail Trips 0 0 0 0 2 0 0 0 2 9 0 0 0 14 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 4 0 2 0 7 32 0 0 0 38 0 0
2022 Buildout Total 0 0 0 0 203 0 74 0 321 1,217 0 0 0 916 233 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #3 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
Ponce de Leon Avenue at Driveway 2 AM PEAK HOUR
Driveway 2 - Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 2 0 1 0 0 0 0 659 7 14 1,562 0 1 Pedestrians 1 0 20 0 Conflicting Pedestrians 20 0 0 20 0 1 1 0 Heavy Vehicles 0 0 0 0 0 0 0 4 0 0 6 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2017 Volumes 2 0 1 0 0 0 0 0 0 659 7 0 14 1562 0 1 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 2 0 1 0 0 0 0 0 0 710 7 0 14 1,683 0 1
Project Trips Trip Distribution IN 10% Trip Distribution OUT 10% Residential Trips 0 0 0 0 0 0 0 0 0 13 0 0 0 3 0 0
Trip Distribution IN 7% 15% Trip Distribution OUT 10% 5% Hotel Trips 0 0 8 0 0 0 0 0 0 4 8 0 0 18 0 0
Trip Distribution IN 10% Trip Distribution OUT 10% Office Trips 0 0 0 0 0 0 0 0 0 1 0 0 0 8 0 0
Trip Distribution IN 7% 15% Trip Distribution OUT 10% 5% Retail Trips 0 0 2 0 0 0 0 0 0 1 2 0 0 4 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 10 0 0 0 0 0 0 19 10 0 0 33 0 0
2022 Buildout Total 2 0 11 0 0 0 0 0 0 729 17 0 14 1,716 0 1
PM PEAK HOUR
Driveway 2 - Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 2 0 33 0 0 0 0 1,266 6 10 1,039 0 1 Pedestrians 1 0 52 0 Conflicting Pedestrians 52 0 0 52 0 1 1 0 Heavy Vehicles 0 0 0 0 0 0 0 2 0 0 4 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.99 0.99 0.99 0.99 Adjustment Adjusted 2017 Volumes 2 0 33 0 0 0 0 0 0 1266 6 0 10 1039 0 1 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 2 0 33 0 0 0 0 0 0 1,364 6 0 10 1,119 0 1
Project Trips Trip Distribution IN 10% Trip Distribution OUT 10% Residential Trips 0 0 0 0 0 0 0 0 0 5 0 0 0 8 0 0
Trip Distribution IN 7% 15% Trip Distribution OUT 10% 5% Hotel Trips 0 0 11 0 0 0 0 0 0 5 8 0 0 15 0 0
Trip Distribution IN 10% Trip Distribution OUT 10% Office Trips 0 0 0 0 0 0 0 0 0 8 0 0 0 1 0 0
Trip Distribution IN 7% 15% Trip Distribution OUT 10% 5% Retail Trips 0 0 8 0 0 0 0 0 0 4 6 0 0 14 0 0
Pass-By Trips 10 0 6 0 0 0 0 0 0 -4 4 0 12 -10 0 0
Total Project Trips 10 0 25 0 0 0 0 0 0 18 18 0 12 28 0 0
2022 Buildout Total 12 0 58 0 0 0 0 0 0 1,382 24 0 22 1,147 0 1 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #4 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
Ponce de Leon Avenue at Ponce de Leon Place AM PEAK HOUR
Ponce De Leon Pl Ponce De Leon Pl Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 14 9 18 66 3 219 106 511 10 7 1,344 131 Pedestrians 4 4 13 13 Conflicting Pedestrians 13 13 13 13 4 4 4 4 Heavy Vehicles 0 0 0 1 0 1 1 4 0 0 3 2 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2017 Volumes 14 9 18 0 66 3 219 0 106 511 10 0 7 1344 131 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 15 10 19 0 71 3 236 0 114 550 11 0 8 1,448 141 0
Project Trips Trip Distribution IN 2% 8% Trip Distribution OUT 2% 8% Residential Trips 0 0 0 0 0 0 1 0 3 10 0 0 0 3 0 0
Trip Distribution IN 2% 13% Trip Distribution OUT 2% 13% Hotel Trips 0 0 0 0 0 0 2 0 2 10 0 0 0 15 0 0
Trip Distribution IN 2% 8% Trip Distribution OUT 2% 8% Office Trips 0 0 0 0 0 0 2 0 0 1 0 0 0 7 0 0
Trip Distribution IN 2% 13% Trip Distribution OUT 2% 13% Retail Trips 0 0 0 0 0 0 1 0 0 2 0 0 0 3 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 6 0 5 23 0 0 0 28 0 0
2022 Buildout Total 15 10 19 0 71 3 242 0 119 573 11 0 8 1,476 141 0
PM PEAK HOUR
Ponce De Leon Pl Ponce De Leon Pl Ponce De Leon Ave Ponce De Leon Ave 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 2017 Traffic Volumes 16 11 28 134 17 221 265 987 35 24 819 107 Pedestrians 29 24 50 18 Conflicting Pedestrians 50 18 18 50 24 29 29 24 Heavy Vehicles 0 0 0 0 0 0 0 2 0 0 4 1 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.98 0.98 0.98 0.98 Adjustment Adjusted 2017 Volumes 16 11 28 0 134 17 221 0 265 987 35 0 24 819 107 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 17 12 30 0 144 18 238 0 285 1,063 38 0 26 882 115 0
Project Trips Trip Distribution IN 2% 8% Trip Distribution OUT 2% 8% Residential Trips 0 0 0 0 0 0 2 0 1 4 0 0 0 6 0 0
Trip Distribution IN 2% 13% Trip Distribution OUT 2% 13% Hotel Trips 0 0 0 0 0 0 2 0 2 14 0 0 0 13 0 0
Trip Distribution IN 2% 8% Trip Distribution OUT 2% 8% Office Trips 0 0 0 0 0 0 0 0 2 6 0 0 0 1 0 0
Trip Distribution IN 2% 13% Trip Distribution OUT 2% 13% Retail Trips 0 0 0 0 0 0 2 0 2 10 0 0 0 12 0 0
Pass-By Trips 0 0 0 0 -1 0 1 0 1 1 0 0 0 1 -1 0
Total Project Trips 0 0 0 0 -1 0 7 0 8 35 0 0 0 33 -1 0
2022 Buildout Total 17 12 30 0 143 18 245 0 293 1,098 38 0 26 915 114 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #5 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
Glen Iris Drive at Driveway 3 AM PEAK HOUR
Glen Iris Dr Glen Iris Dr - 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 2017 Traffic Volumes 0 315 61 83 234 0 0 0 0 29 0 24 Pedestrians 9 0 2 4 Conflicting Pedestrians 2 4 4 2 0 9 9 0 Heavy Vehicles 0 0 1 0 1 0 0 0 0 0 0 1 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% Peak Hour Factor 0.93 0.93 0.93 0.93 Adjustment Adjusted 2017 Volumes 0 315 61 0 83 234 0 0 0 0 0 0 29 0 24 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 0 339 61 0 83 252 0 0 0 0 0 0 29 0 24 0
Project Trips Trip Distribution IN 10% 12% Trip Distribution OUT 5% 7% Residential Trips 0 7 0 0 3 4 0 0 0 0 0 0 0 0 9 0
Trip Distribution IN 19% 20% Trip Distribution OUT 19% 17% Hotel Trips 0 0 22 0 23 0 0 0 0 0 0 0 15 0 13 0
Trip Distribution IN 10% 12% 0% Trip Distribution OUT 5% 7% Office Trips 0 0 0 0 8 10 0 0 0 0 0 0 0 0 1 0
Trip Distribution IN 19% 20% Trip Distribution OUT 19% 17% Retail Trips 0 0 5 0 5 0 0 0 0 0 0 0 3 0 3 0
Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Project Trips 0 7 27 0 39 14 0 0 0 0 0 0 18 0 26 0
2022 Buildout Total 0 346 88 0 122 266 0 0 0 0 0 0 47 0 50 0
PM PEAK HOUR
Glen Iris Dr Glen Iris Dr - 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 2017 Traffic Volumes 0 425 81 132 310 0 1 0 0 0 55 0 79 Pedestrians 11 0 2 3 Conflicting Pedestrians 2 3 3 2 0 11 11 0 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.97 0.97 0.97 0.97 Adjustment Adjusted 2017 Volumes 0 425 81 0 132 310 0 1 0 0 0 0 55 0 79 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 0 458 81 0 132 334 0 1 0 0 0 0 55 0 79 0
Project Trips Trip Distribution IN 10% 12% Trip Distribution OUT 5% 7% Residential Trips 0 2 0 0 8 9 0 0 0 0 0 0 0 0 3 0
Trip Distribution IN 19% 20% Trip Distribution OUT 19% 17% Hotel Trips 0 0 20 0 21 0 0 0 0 0 0 0 20 0 18 0
Trip Distribution IN 10% 12% 0% Trip Distribution OUT 5% 7% Office Trips 0 5 0 0 1 2 0 0 0 0 0 0 0 0 6 0
Trip Distribution IN 19% 20% Trip Distribution OUT 19% 17% Retail Trips 0 0 17 0 18 0 0 0 0 0 0 0 15 0 14 0
Pass-By Trips 0 -4 4 0 2 -2 0 0 0 0 0 0 2 0 4 0
Total Project Trips 0 3 41 0 50 9 0 0 0 0 0 0 37 0 45 0
2022 Buildout Total 0 461 122 0 182 343 0 1 0 0 0 0 92 0 124 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #6 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
North Avenue at Glen Iris Drive AM PEAK HOUR
Glen Iris Dr Glen Iris Dr North Ave North Ave 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 2017 Traffic Volumes 210 197 61 51 123 87 116 372 68 38 764 59 Pedestrians 14 6 8 9 Conflicting Pedestrians 8 9 9 8 6 14 14 6 Heavy Vehicles 0 0 1 1 0 0 0 17 0 0 13 1 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.92 0.92 0.92 0.92 Adjustment Adjusted 2017 Volumes 210 197 61 0 51 123 87 0 116 372 68 0 38 764 59 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 226 212 66 0 55 133 94 0 125 401 73 0 41 823 64 0
Project Trips Trip Distribution IN 8% 12% 45% Trip Distribution OUT 8% 45% 5% Residential Trips 0 0 3 0 4 0 0 0 0 15 0 0 10 59 7 0
Trip Distribution IN 4% 4% 15% 25% Trip Distribution OUT 4% 15% 4% 25% Hotel Trips 0 5 5 0 0 3 12 0 18 29 0 0 3 19 0 0
Trip Distribution IN 8% 12% 45% Trip Distribution OUT 8% 45% 5% Office Trips 0 0 7 0 10 0 0 0 0 37 0 0 1 4 0 0
Trip Distribution IN 4% 4% 15% 25% Trip Distribution OUT 4% 15% 4% 25% Retail Trips 0 1 1 0 0 1 2 0 4 6 0 0 1 4 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 6 16 0 14 4 14 0 22 87 0 0 15 86 7 0
2022 Buildout Total 226 218 82 0 69 137 108 0 147 488 73 0 56 909 71 0
PM PEAK HOUR
Glen Iris Dr Glen Iris Dr North Ave North Ave 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 2017 Traffic Volumes 80 173 56 66 215 65 238 747 274 134 448 109 Pedestrians 25 21 21 21 Conflicting Pedestrians 21 21 21 21 21 25 25 21 Heavy Vehicles 0 0 0 0 0 0 0 0 1 0 1 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.90 0.90 0.90 0.90 Adjustment Adjusted 2017 Volumes 80 173 56 0 66 215 65 0 238 747 274 0 134 448 109 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 86 186 60 0 71 232 70 0 256 805 295 0 144 483 117 0
Project Trips Trip Distribution IN 8% 12% 45% Trip Distribution OUT 8% 45% 5% Residential Trips 0 0 6 0 9 0 0 0 0 35 0 0 4 21 2 0
Trip Distribution IN 4% 4% 15% 25% Trip Distribution OUT 4% 15% 4% 25% Hotel Trips 0 4 4 0 0 4 16 0 15 26 0 0 4 27 0 0
Trip Distribution IN 8% 12% 45% Trip Distribution OUT 8% 45% 5% Office Trips 0 0 1 0 2 0 0 0 0 6 0 0 6 36 5 0
Trip Distribution IN 4% 4% 15% 25% Trip Distribution OUT 4% 15% 4% 25% Retail Trips 0 4 4 0 0 3 12 0 14 23 0 0 3 20 0 0
Pass-By Trips -1 0 1 0 0 0 0 0 0 3 -3 0 3 1 0 0
Total Project Trips -1 8 16 0 11 7 28 0 29 93 -3 0 20 105 7 0
2022 Buildout Total 85 194 76 0 82 239 98 0 285 898 292 0 164 588 124 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #7 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
North Ave at Driveway 4/Southern Dairies Driveway AM PEAK HOUR
Southern Dairies D/W Driveway 4 North Ave North Ave 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 2017 Traffic Volumes 0 0 1 4 0 29 22 475 20 26 861 17 Pedestrians 0 0 13 23 Conflicting Pedestrians 13 23 23 13 0 0 0 0 Heavy Vehicles 0 0 0 0 0 0 0 19 0 0 14 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.91 0.91 0.91 0.91 Adjustment Adjusted 2017 Volumes 0 0 1 0 4 0 29 0 22 475 20 0 26 861 17 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 0 0 1 0 4 0 29 0 22 512 20 0 26 928 17 0
Project Trips Trip Distribution IN 65% Trip Distribution OUT 58% Residential Trips 0 0 0 0 0 0 0 0 0 21 0 0 0 75 0 0
Trip Distribution IN 29% Trip Distribution OUT 29% Hotel Trips 0 0 0 0 0 0 0 0 0 34 0 0 0 22 0 0
Trip Distribution IN 65% Trip Distribution OUT 58% Office Trips 0 0 0 0 0 0 0 0 0 54 0 0 0 5 0 0
Trip Distribution IN 29% Trip Distribution OUT 29% Retail Trips 0 0 0 0 0 0 0 0 0 7 0 0 0 4 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 0 116 0 0 0 106 0 0
2022 Buildout Total 0 0 1 0 4 0 29 0 22 628 20 0 26 1,034 17 0
PM PEAK HOUR
Southern Dairies D/W Driveway 4 North Ave North Ave 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 2017 Traffic Volumes 16 0 17 4 0 5 4 806 7 2 2 718 14 2 Pedestrians 1 0 11 28 Conflicting Pedestrians 11 28 28 11 0 1 1 0 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.87 0.87 0.87 0.87 Adjustment Adjusted 2017 Volumes 16 0 17 0 4 0 5 0 4 806 7 2 2 718 14 2 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 16 0 17 0 4 0 5 0 4 868 7 2 2 773 14 2
Project Trips Trip Distribution IN 65% Trip Distribution OUT 58% Residential Trips 0 0 0 0 0 0 0 0 0 52 0 0 0 27 0 0
Trip Distribution IN 29% Trip Distribution OUT 29% Hotel Trips 0 0 0 0 0 0 0 0 0 30 0 0 0 31 0 0
Trip Distribution IN 65% Trip Distribution OUT 58% Office Trips 0 0 0 0 0 0 0 0 0 8 0 0 0 47 0 0
Trip Distribution IN 29% Trip Distribution OUT 29% Retail Trips 0 0 0 0 0 0 0 0 0 26 0 0 0 23 0 0
Pass-By Trips 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0
Total Project Trips 0 0 0 0 0 0 0 0 0 120 0 0 0 132 0 0
2022 Buildout Total 16 0 17 0 4 0 5 0 4 988 7 2 2 905 14 2 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #8 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
North Avenue at Driveway 5/Ponce Park Apartments AM PEAK HOUR
Ponce Park Apartments Driveway 5 North Ave North Ave 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 2017 Traffic Volumes 11 2 20 23 1 52 192 258 16 11 813 198 Pedestrians 39 23 9 11 Conflicting Pedestrians 9 11 11 9 23 39 39 23 Heavy Vehicles 0 0 0 0 0 0 1 18 0 0 14 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 7% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.90 0.90 0.90 0.90 Adjustment Adjusted 2017 Volumes 11 2 20 0 23 1 52 0 192 258 16 0 11 813 198 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 11 2 20 0 23 1 52 0 192 278 16 0 11 876 198 0
Project Trips Trip Distribution IN 44% 21% 16% Trip Distribution OUT 15% 20% 38% Residential Trips 0 0 0 0 20 0 26 0 15 7 0 0 0 49 5 0
Trip Distribution IN 28% 1% 19% Trip Distribution OUT 19% 28% 1% Hotel Trips 0 0 0 0 15 0 22 0 33 1 0 0 0 1 22 0
Trip Distribution IN 44% 21% 16% Trip Distribution OUT 15% 20% 38% Office Trips 0 0 0 0 1 0 2 0 37 17 0 0 0 3 13 0
Trip Distribution IN 28% 1% 19% Trip Distribution OUT 19% 28% 1% Retail Trips 0 0 0 0 3 0 4 0 7 0 0 0 0 0 5 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 54 0 92 25 0 0 0 53 45 0
2022 Buildout Total 11 2 20 0 62 1 106 0 284 303 16 0 11 929 243 0
PM PEAK HOUR
Ponce Park Apartments Driveway 5 North Ave North Ave 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 2017 Traffic Volumes 6 2 19 104 9 184 129 668 25 1 46 523 98 Pedestrians 89 35 30 14 Conflicting Pedestrians 30 14 14 30 35 89 89 35 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.87 0.87 0.87 0.87 Adjustment Adjusted 2017 Volumes 6 2 19 0 104 9 184 0 129 668 25 1 46 523 98 0 Annual Growth Rate 1.5% 1.5% Growth Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 6 2 19 0 104 9 184 0 129 720 25 1 46 563 98 0
Project Trips Trip Distribution IN 44% 21% 16% Trip Distribution OUT 15% 20% 38% Residential Trips 0 0 0 0 7 0 9 0 35 17 0 0 0 18 13 0
Trip Distribution IN 28% 1% 19% Trip Distribution OUT 19% 28% 1% Hotel Trips 0 0 0 0 20 0 30 0 29 1 0 0 0 1 20 0
Trip Distribution IN 44% 21% 16% Trip Distribution OUT 15% 20% 38% Office Trips 0 0 0 0 12 0 16 0 6 3 0 0 0 31 2 0
Trip Distribution IN 28% 1% 19% Trip Distribution OUT 19% 28% 1% Retail Trips 0 0 0 0 15 0 22 0 25 1 0 0 0 1 17 0
Pass-By Trips 0 0 0 0 6 0 7 0 10 -6 0 0 0 -3 3 0
Total Project Trips 0 0 0 0 60 0 84 0 105 16 0 0 0 48 55 0
2022 Buildout Total 6 2 19 0 164 9 268 0 234 736 25 1 46 611 153 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #9 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
North Avenue at Driveway 6/Angier Ave AM PEAK HOUR
Angier Ave Driveway 6 North Ave North Ave 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 2017 Traffic Volumes 11 0 0 3 0 60 11 281 13 1 0 950 2 Pedestrians 0 0 1 16 Conflicting Pedestrians 1 16 16 1 0 0 0 0 Heavy Vehicles 10 0 0 0 0 0 0 6 12 0 4 0 Heavy Vehicle % 91% 2% 2% 2% 2% 2% 2% 2% 2% 2% 92% 2% 2% 2% 2% 2% Peak Hour Factor 0.91 0.91 0.91 0.91 Adjustment Adjusted 2017 Volumes 11 0 0 0 3 0 60 0 11 281 13 1 0 950 2 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 12 0 0 0 3 0 60 0 11 303 13 1 0 1,023 2 0
Project Trips Trip Distribution IN 21% 16% 9% Trip Distribution OUT 10% 38% 15% Residential Trips 0 0 0 0 13 0 49 0 7 20 0 0 0 5 3 0
Trip Distribution IN 1% 19% 1% Trip Distribution OUT 1% 1% 19% Hotel Trips 0 0 0 0 1 0 1 0 1 15 0 0 0 22 1 0
Trip Distribution IN 21% 16% 9% Trip Distribution OUT 10% 38% 15% Office Trips 0 0 0 0 1 0 3 0 17 1 0 0 0 13 7 0
Trip Distribution IN 1% 19% 1% Trip Distribution OUT 1% 1% 19% Retail Trips 0 0 0 0 0 0 0 0 0 3 0 0 0 5 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 15 0 53 0 25 39 0 0 0 45 11 0
2022 Buildout Total 12 0 0 0 18 0 113 0 36 342 13 1 0 1,068 13 0
PM PEAK HOUR
Angier Ave Driveway 6 North Ave North Ave 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 2017 Traffic Volumes 9 0 7 37 2 220 3 759 9 6 4 430 1 Pedestrians 0 5 6 38 Conflicting Pedestrians 6 38 38 6 5 0 0 5 Heavy Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.87 0.87 0.87 0.87 Adjustment Adjusted 2017 Volumes 9 0 7 0 37 2 220 0 3 759 9 6 4 430 1 0 Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.000 1.000 1.000 1.000 1.000 1.077 1.000 1.000 1.000 1.077 1.000 1.000 New Road Adjustment Other Proposed Developments 2022 Background Traffic 10 0 8 0 37 2 220 0 3 818 9 6 4 463 1 0
Project Trips Trip Distribution IN 21% 16% 9% Trip Distribution OUT 10% 38% 15% Residential Trips 0 0 0 0 5 0 18 0 17 7 0 0 0 13 7 0
Trip Distribution IN 1% 19% 1% Trip Distribution OUT 1% 1% 19% Hotel Trips 0 0 0 0 1 0 1 0 1 20 0 0 0 20 1 0
Trip Distribution IN 21% 16% 9% Trip Distribution OUT 10% 38% 15% Office Trips 0 0 0 0 8 0 31 0 3 12 0 0 0 2 1 0
Trip Distribution IN 1% 19% 1% Trip Distribution OUT 1% 1% 19% Retail Trips 0 0 0 0 1 0 1 0 1 15 0 0 0 17 1 0
Pass-By Trips 0 0 0 0 2 0 1 0 2 -2 0 0 0 -1 1 0
Total Project Trips 0 0 0 0 17 0 52 0 24 52 0 0 0 51 11 0
2022 Buildout Total 10 0 8 0 54 2 272 0 27 870 9 6 4 514 12 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #10 8/4/2017 12:18 INTERSECTION VOLUME DEVELOPMENT
North Avenue at Somerset Terrace AM PEAK HOUR
Somerset Terrace Somerset Terrace North Ave North Ave 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 2017 Traffic Volumes 65 10 27 8 1 47 12 255 21 13 851 13 Pedestrians 1 4 4 3 Conflicting Pedestrians 4 3 3 4 4 1 1 4 Heavy Vehicles 0 0 2 0 0 0 0 13 1 0 12 0 Heavy Vehicle % 2% 2% 7% 2% 2% 2% 2% 2% 2% 5% 5% 2% 2% 2% 2% 2% Peak Hour Factor 0.91 0.91 0.91 0.91 Adjustment Adjusted 2017 Volumes 65 10 27 0 8 1 47 0 12 255 21 0 13 851 13 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 70 11 29 0 9 1 51 0 13 275 23 0 14 917 14 0
Project Trips Trip Distribution IN 1% 1% 23% Trip Distribution OUT 1% 23% 1% Residential Trips 0 0 0 0 0 0 0 0 1 30 1 0 0 8 0 0
Trip Distribution IN 1% 1% 18% Trip Distribution OUT 1% 18% 1% Hotel Trips 1 0 0 0 0 0 1 0 1 14 1 0 0 21 0 0
Trip Distribution IN 1% 1% 23% Trip Distribution OUT 1% 23% 1% Office Trips 1 0 0 0 0 0 1 0 0 2 0 0 0 19 0 0
Trip Distribution IN 1% 1% 18% Trip Distribution OUT 1% 18% 1% Retail Trips 0 0 0 0 0 0 0 0 0 3 0 0 0 5 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 0 0 0 0 0 2 0 2 49 2 0 0 53 0 0
2022 Buildout Total 72 11 29 0 9 1 53 0 15 324 25 0 14 970 14 0
PM PEAK HOUR
Somerset Terrace Somerset Terrace North Ave North Ave 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 2017 Traffic Volumes 19 7 17 9 15 56 57 721 54 1 35 337 21 Pedestrians 0 14 6 6 Conflicting Pedestrians 6 6 6 6 14 0 0 14 Heavy Vehicles 0 0 0 0 0 0 0 3 0 0 0 0 Heavy Vehicle % 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Peak Hour Factor 0.96 0.96 0.96 0.96 Adjustment Adjusted 2017 Volumes 19 7 17 0 9 15 56 0 57 721 54 1 35 337 21 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% 1.5% 1.5% 1.5% 1.5% Growth Factor 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 1.077 New Road Adjustment Other Proposed Developments 2022 Background Traffic 20 8 18 0 10 16 60 0 61 777 58 1 38 363 23 0
Project Trips Trip Distribution IN 1% 1% 23% Trip Distribution OUT 1% 23% 1% Residential Trips 1 0 0 0 0 0 1 0 0 11 0 0 0 18 0 0
Trip Distribution IN 1% 1% 18% Trip Distribution OUT 1% 18% 1% Hotel Trips 1 0 0 0 0 0 1 0 1 19 1 0 0 19 0 0
Trip Distribution IN 1% 1% 23% Trip Distribution OUT 1% 23% 1% Office Trips 0 0 0 0 0 0 0 0 1 19 1 0 0 3 0 0
Trip Distribution IN 1% 1% 18% Trip Distribution OUT 1% 18% 1% Retail Trips 1 0 0 0 0 0 1 0 1 14 1 0 0 16 0 0
Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Project Trips 3 0 0 0 0 0 3 0 3 63 3 0 0 56 0 0
2022 Buildout Total 23 8 18 0 10 16 63 0 64 840 61 1 38 419 23 0 k:\amt_tpto\019689005_ponce city market dri\dri phase ii\analysis\calcs\[2017-08-03_ponce city market dri analysis.xlsm]int #11 8/4/2017 12:18 Appendix F Programmed Projects AR-317 Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET
Short Title SR 141 AND SR 8 CONNECTED VEHICLE PILOT PROGRAM
GDOT Project No. 0015625
Federal ID No. N/A
Status Programmed
Service Type Roadway / Operations & Safety
Sponsor GDOT
Jurisdiction Regional - Central
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 N/A miles Detailed Description and Justification
This project will install roadside units for broadcasting Signal Phase and Timing (SPaT) information to be received by vehicles for connected vehicle applications. The information received by these units will provide the driver with feedback about the signal status. On SR 141, the project will run from SR 9 (Roswell Road) to I-285 Westbound Ramp. On SR 8 (Ponce de Leon Avenue) from Juniper Street to East Lake Road.
Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE CST Congestion Mitigation & Air Quality 2017 $1,000,000 $800,000 $0,000 $0,000 $200,000 Improvement (CMAQ) $1,000,000 $800,000 $0,000 $0,000 $200,000
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: 06/19/2017 AR-490A1 Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET
Short Title ATLANTA STREETCAR EAST EXTENSION FROM JACKSON STREET TO ATLANTA BELTLINE/IRWIN STREET
GDOT Project No. N/A
Federal ID No. N/A
Status Long Range
Service Type Transit / Rail Capital
Sponsor City of Atlanta/Atlanta BeltLine, Inc.
Jurisdiction City of Atlanta
Analysis Level In the Region's Air Quality Conformity Analysis
Existing Thru Lane N/A LCI Network Year 2030 Planned Thru Lane N/A Flex Corridor Length N/A miles Detailed Description and Justification
This project comprises the construction elements of AR-490A
Phase Status & Funding Status FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/PRIVATE ROW New Starts LR 2022- $3,132,000 $1,409,400 $0,000 $0,000 $1,722,600 2030 UTL New Starts LR 2022- $9,396,000 $4,228,200 $0,000 $0,000 $5,167,800 2030 CST New Starts LR 2022- $50,112,000 $22,550,400 $0,000 $0,000 $27,561,600 2030 $62,640,000 $28,188,000 $0,000 $0,000 $34,452,000
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: 06/19/2017 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. N/A
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
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: 06/19/2017 AR-490C Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET
Short Title ATLANTA STREETCAR - MIDTOWN / CROSSTOWN CORRIDOR FROM BELTLINE EAST CORRIDOR TO BELTLINE WEST CORRIDOR
GDOT Project No. TBD
Federal ID No. N/A
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 4.8 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 4.8 miles serving as a Midtown/Crosstown Corridor.
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- $345,600,000 $155,520,000 $0,000 $0,000 $190,080,000 2040 $345,600,000 $155,520,000 $0,000 $0,000 $190,080,000
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: 06/19/2017 AT-269 Atlanta Region's Plan RTP (2016) PROJECT FACT SHEET
Short Title PONCE DE LEON AVENUE / BELTLINE PEDESTRIAN CONNECTION FROM BOULEVARD/MONROE DRIVE TO FREEDOM PARKWAY
GDOT Project No. 0012586
Federal ID No. N/A
Status Programmed
Service Type Last Mile Connectivity / Pedestrian Facility
Sponsor Atlanta BeltLine Inc.,City of Atlanta
Jurisdiction City of Atlanta
Analysis Level Exempt from Air Quality Analysis (40 CFR 93)
Existing Thru Lane 4 LCI X Network Year TBD Planned Thru Lane 4 Flex Corridor Length N/A miles Detailed Description and Justification
This is a last mile connectivity project to be implemented along Ponce De Leon Avenue. The project will connec people walking or bicycling to the Atlanta BeltLine Eastside Trail. Improvements to all relevant intersections along SR 8 (Ponce de Leon Avenue) between Monroe Drive/Boulevard and Freedom Parkway, as well as vertical access to the Atlanta BeltLine on the north side of Ponce de Leon Avenue. The project will address pedestrian lighting and sidewalk imrpovements from Monroe Drive/Boulevard to Freedom Parkway. A ramp and retaining wall system will be constructed on the back side of the existing CVS located in the Midtown Place shopping Center. The ramp/retaining wall structure will replace an existing system of retaining walls on the west side of the Atlanta BeltLine corridor. The ramp willb e ADA compliant. A staircase/retaining wall system will be constructed on the northeast corner of the Atlanta BeltLine Ponce de Leon overpass, connecting Ponce de Leon to the Atlanta BeltLine overpass. The stair will be constructed against the existing Paris on Ponce building, with a retaining wall system to the west.
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 2013 $495,991 $396,793 $0,000 $0,000 $99,198
ROW Surface Transportation Block Grant AUTH 2016 $3,060,000 $1,720,000 $0,000 $0,000 $1,340,000 (STBG) Program - Urban (>200K) (ARC) CST Surface Transportation Block Grant 2018 $4,354,009 $3,483,207 $0,000 $0,000 $870,802 (STBG) Program - Urban (>200K) (ARC) $7,910,000 $5,600,000 $0,000 $0,000 $2,310,000
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: 06/19/2017 Index of Project Types by Code: All projects preceded by 'PS' were developed in previous studies; all projects preceded by 'AT' are programmed in the Transportation Improvement Plan
TR Transit Projects RD Road Diet/Removal of Reversible Lanes TC Traffic Calming
RTP RTP Projects EX Expressway Access. Modifies connection to an interstate. BR Bicycle Route Choices Realignment of Streets as necessary for intersection projects. These are primarily coded for correcting offsets
RD Road Diet/Removal of Reversible Lanes CS Complete Street Citizens IR in the street grid. Safety All
for Realignment of Streets. These projects may involve the addition of new street network; any added streets Funding?
and
OW One‐way to two‐way conversions. RA PA Pedestrian Amenity Sustainability intersecting with the main streets being aligned should be coded as the same project. Funding? Transportation
Places
Health Sustainability
RW Roadway Widening IC Addition of capacity at intersections. Funding?
AD Federal l nced cal able onmental ighborhoods Growth blic T / / r
a r a a r a s r s e e u Fi N P
for Bal
New Streets and Network from redevelopment. This usually refers to street extensions that would be public Envi Desi Loc
IS Signalization project. NS projects but can also be public contributions to network primarily added by private development. Goals Regional Beltline/ New Provide Promote Prepare Maintain Create Preserve Create
PROJECT ID PROJECT NAME PROJECT TYPE PROJECT DESCRIPTION GENERAL LOCATION PERCENT OF GOAL FULFILLED
PS‐TW‐003 Tier 4 Baker/Harris 2 Way Conversion Operational 2 Way Conversion 0% 0% 50% 33% 0% 50% ‐33% √ From Habersham Road north to Roswell Road, approximately .35 RA‐001‐01 Piedmont Road Extension Realignment .35 mile Street realignment an extension of Piedmont Road north as a 5‐lane roadway with on‐street parking. 33% 33% 0% 0% 0% 0% 33% Tier 2 miles.
RA‐001‐02 Tier 2 Roswell Road Re‐build Realignment Roswell Road reconstruction from 5‐lanes to 3‐lanes, from Habersham Road to New Piedmont 1,800 feet. Buckhead 33% 33% 0% 0% 0% 0% 33%
Reconnection of Old Ivey to Blackland and winding roadway from 2‐lanes to 3‐lanes between Roswell Road and RA‐001‐03 Old Ivy / Blackland Road Reconnection and widening Realignment Buckhead 0% 33% 0% 33% 0% 0% 33% Tier 7 the New Piedmont Road, approximately 500 feet.
RA‐001‐04 Tier 3 Powers Ferry Extension Realignment Extend Powers Ferry from Roswell Road to the New Piedmont Road a 3‐lane street, approximately 500 feet. Buckhead 33% 0% ‐67% 0% 0% 100% 33%
Realign and extend Bolton road southeast and north from 300 feet east of Barnet Drive to Moore Mill Road as a RA‐002‐01 Bolton Road Realignment and extension Realignment Northwest Corridor 67% 0% 33% 0% 0% 25% ‐33% Tier 5 2‐lane street with on‐street parking, approximately 2,400 feet. √
RB‐001 Tier 10 Fairburn Road and Collier Drive Roundabout Redesign intersection to accommodate a single‐lane roundabout. Collier Drive 0% 33% 0% 0% 0% 25% 33%
RB‐002 Tier 5 Simpson Road/H.E. Holmes Drive Roundabout Roundabout at Simpson Road and H.E. Holmes Drive West Atlanta 0% 0% 0% 33% 0% 25% 33%
RB‐003 Tier 6 Ralph David Abernathy and Westview Drive Roundabout Redesign intersection to accommodate a single‐lane roundabout. Westview Cemetery 0% 67% ‐67% 33% 0% 25% 33%
RB‐004 Tier 10 Langhorne/Westview Roundabout Roundabout at Langhorne and Westview, should coincide with replacement of existing Westview bridge Donald Lee Hollowell Parkway 0% 67% ‐67% 33% 0% 25% 33%
RB‐005 Tier 10 Pryor Road and Claire Drive Roundabout Redesign intersection to accommodate a single‐lane roundabout. Lakewood Amphitheatre 0% 67% ‐67% 33% 0% 25% 33%
RB‐006 Tier 10 Benhill Road and Campbellton Road Roundabout Roundabout at Campbellton Road and Ben Hill Road (in conjunction with NS‐042) Greenbriar Mall 33% 33% 33% 0% 0% 50% ‐67% √ Remove reversible traffic operations and repave/restripe roadway between I‐75 and Arden Road Parkway, RD‐001 Northside Drive Removal of Reversible Lanes Road Diet Northside Drive 33% 33% 33% 0% 0% 50% ‐67% Tier 1 approximately 2.2 miles. √ Reduce Northside Drive through restriping from 4 lanes (undivided) to 2‐lanes with continuous Center Turn RD‐002 Northside Drive Road Diet Road Diet Northside Drive 33% ‐33% 67% 0% 0% 50% ‐33% Tier 2 Lane from Arden Road to Moores Mill Road, approximately 2,600 feet. √ Reduce Northside Drive through median widening from 4 lanes to 2 lanes, from Northside Drive to Moores Mill RD‐003 Tier 9 Northside Parkway Road Diet Road Diet Road. Existing narrow median would be replaced with a wider median accommodating left turn storage lanes. Northside Parkway 67% ‐33% 50% 33% 0% 0% ‐33% C ti hldb di didf b Restripe Howell Mill Road from Coller Drive to Beck Street to one travel lane in each direction with continuous RD‐004 Howell Mill Restriping (Part 1) Road Diet Howell Mill Road 33% 0% 0% 33% 0% 50% ‐33% Tier 1 center turn lane, approximately 630 feet. √ Restripe Howell Mill Road from 14th Street south to Marietta Street to one travel lane in each direction with RD‐005 Tier 6 Howell Mill Restriping Road Diet continuous center turn lane, approximately 2,600 feet. (include landscape median between Marietta Street and Howell Mill Road 0% 0% 0% ‐33% 0% 75% 33% 8th St t Restripe MLK Road from HE Holmes Dr to Northside Dr from four‐lane undivided roadway to three‐lane (two RD‐006 Martin Luther King Road Diet Road Diet 0% 0% 0% ‐33% 0% 75% 33% Tier 6 travel lanes with center two‐way left turn lane) and 5‐foot bicycle lanes.
RD‐007 Tier 7 Cascade Road Diet Road Diet Add two‐way left turn lane. This requires restriping that would eliminate existing bicycle lane. 0% ‐33% 0% 0% 0% 75% 33%
RD‐008 Tier 10 Boulevard Road Diet Road Diet 4 lanes to 3 lanes from Interstate 20 to Confederate 33% 67% ‐50% ‐33% 0% 25% 33%
Reduce North Avenue from a six lane facility to a 4‐lane facility with a median to accommodate left turn RD‐009 North Avenue Road Diet Road Diet 67% 0% 0% 0% 0% 25% ‐33% Tier 8 storage lanes at intersections. Reduce Langhorn Street from a 6‐lane roadway to a 3‐lane roadway with a median to accommodate left turn RD‐010 Langhorn Street Road Diet Road Diet 0% 0% 0% 0% 0% 25% 33% Tier 8 storage lanes at intersections.
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