Kimball Residences

TRAFFIC STUDY

KIMBALL RESIDENCES

1219 YONKERS AVENUE CITY OF YONKERS, NEW YORK

Prepared for: 1219 Yonkers Avenue LLC c/o Titan Capital 845 Third Avenue, 20th Floor New York, NY 10022

Prepared by:

JMC Project 19079

Date: September 20, 2019

TABLE OF CONTENTS

SECTION DESCRIPTION PAGE

I. INTRODUCTION ...... 1

II. EXISTING CONDITIONS ...... 2

A. Existing Roadway Network ...... 2 B. Base Volumes ...... 4 C. Intersection Analysis Methodology ...... 5 D. Base Operations ...... 9

III. PROJECTED CONDITIONS ...... 10

A. No-Build Volumes ...... 10 B. Build Volumes ...... 11

IV. FINDINGS & CONCLUSION ...... 12

LIST OF APPENDICES

APPENDIX DESCRIPTION

A. TABLES

TABLE TITLE 1 Proposed Development Volumes 2 Intersection Operations-Peak Weekday AM Hour 3 Intersection Operations-Peak Weekday PM Hour

B. FIGURES

FIGURE TITLE 1 2019 Base Volumes-Peak Weekday AM Hour 2 2019 Base Volumes-Peak Weekday PM Hour 3 2022 General Growth Volumes-Peak Weekday AM Hour 4 2022 General Growth Volumes-Peak Weekday PM Hour 5 Other Development Volumes-705 Bronx River Road

FIGURE TITLE 6 Other Development Volumes-The Mount Vernon Modern 7 Other Development Volumes-22 S. West Street 8 2022 No Build Volumes-Peak Weekday AM Hour 9 2022 No Build Volumes-Peak Weekday PM Hour 10 Primary Trip Distributions 11 Primary Volumes-Peak Weekday AM Hour 12 Primary Volumes-Peak Weekday PM Hour 13 2022 Build Volumes-Peak Weekday AM Hour 14 2022 Build Volumes-Peak Weekday PM Hour CI-1 Conceptual Improvement Figure

C. TURNING MOVEMENT COUNTS

D. CAPACITY ANALYSES

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I. INTRODUCTION

This Traffic Study has been prepared to assess existing conditions as well as future traffic operations in association with the proposed Kimball Residences development located between Yonkers Avenue, Bronx River Road and Crescent Place in the City of Yonkers, NY. The location of the site is illustrated on the figures included in Appendix B.

The existing property previously contained four brick commercial buildings fronting Yonkers Avenue, ranging from one to two stories in height. The previous uses on the property were the Kimball Theater and an adjacent store, a nails shop, a dry cleaning establishment, a cellular phone and beeper repair shop, and a jewelry sales and repair store. These buildings have been demolished. There is a City of Yonkers municipal surface parking lot containing 13 parking spaces which is adjacent to Crescent Place. The property is located approximately 500 feet from the nearby Mount Vernon West train station.

The property was previously approved for a development containing 220 apartments and 5,000 s.f. of retail space. The current application proposes a similar development. The development proposes a mixed-use building containing 266 residential apartments and 1,600 square feet of retail space. A total of 278 off-street parking spaces are proposed on parking levels located under the proposed building. The parking levels are ramped to provide vehicular access to the other parking levels. The building proposes to provide amenities for the residents such as a community room, fitness center, and a roof terrace.

The development proposes two driveways to access the site. One driveway is located on Bronx River Road which is proposed to be a right-in/right-out only driveway. The other driveway is proposed along Crescent Place which provides left-in/left-out turning movements only due to the one-way traffic flow of Crescent Place.

The Applicant proposes improvements at the intersection of Oak Street and the Bronx River Parkway on-ramp. The improvements consist of installing a traffic signal at the on-ramp intersection and coordinating the traffic signal with the existing traffic signal at the intersection of

Bronx River Road and Oak Street with Sherwood Avenue. The proposed improvements are depicted on Figure CI-1 “Conceptual Improvement Figure” which is contained within Appendix B of this study.

II. EXISTING CONDITIONS

A. Existing Roadway Network

JMC performed field reconnaissance at the site and adjoining roadway network in order to gather existing conditions data. The field work included a determination of lane widths, striping, horizontal and vertical alignments, signs, traffic signal phasing and timings, speed limits, pedestrian activities, traffic flows, sidewalks, curbing, etc.

Yonkers Avenue is an east/west State roadway which provides one in each direction in the study area. Yonkers Avenue changes names to Mount Vernon Avenue within the City of Mount Vernon. The Yonkers Avenue bridge over the Bronx River Parkway is under the jurisdiction of the Westchester County Department of Public Works and Transportation (WCDPWT). Yonkers Avenue has a posted speed limit of 30 mph. On-street parking is generally permitted on both sides of the street.

Bronx River Road is a north/south City roadway which parallels the Bronx River Parkway. Bronx River Road provides two lanes in each direction and reduces to one lane in each direction in certain locations. On-street parking is permitted on both sides of the street and restricted in certain locations along the roadway. The roadway has a posted speed limit of 30 mph.

Crescent Place and Vernon Place provide one-way traffic flow within the study area. They generally provide one lane along the roadway. On-street parking is permitted on one side of the roadways. The roadways have a posted speed limit of 30 mph.

In order to evaluate the changes in traffic associated with the proposed development, the following intersections have been analyzed:

1. Yonkers Avenue & Crescent Place with Vernon Place 2. Yonkers Avenue & Bronx River Road 3. Bronx River Road & Site Driveway A 4. Bronx River Road & Sherwood Avenue with Oak Street 5. Crescent Place & Site Driveway B 6. Yonkers Avenue & Bronx River Parkway Off-Ramp 7. Oak Street & Bronx River Parkway On-Ramp

Yonkers Avenue intersects Crescent Place at a four-legged signalized intersection. Yonkers Avenue provides one thru lane in each direction. Crescent Place serves as the southbound approach to the intersection providing a separate left turn lane and a separate right turn lane for turns onto Yonkers Avenue. Vernon Place serves as the fourth approach to the intersection with a single lane approach for turns onto Yonkers Avenue. No turns on red are permitted from the Crescent Place approach.

The intersection of Yonkers Avenue and Bronx River Road is controlled by a traffic signal. The Yonkers Avenue eastbound approach provides an 88 foot long left turn lane and a thru/right turn lane. The westbound approach provides a single thru lane and approximately 90 foot long separate left and right turn lanes. The Bronx River Road northbound approach provides a separate left turn lane and dual thru lanes with shared right turns. The shared thru/right lane is approximately 50 feet long. The southbound approach provides dual thru lanes with shared left and right turning movements. The thru/right lane is approximately 75 feet long. The westbound approach prohibits rights on red at all times. Both Bronx River Road approaches prohibit right turns on red from 7:00 AM to 7:00 PM daily.

The proposed Site Driveway A intersects Bronx River Road at an unsignalized ‘T’ intersection. Bronx River Road northbound provides two thru lanes while the southbound

approach provides a single travel lane with shared right turns. The site driveway proposes a single lane approach which is to be controlled by a stop sign. The site driveway is proposed to be restricted to right turn exiting movements only.

The intersection of Bronx River Road and Sherwood Avenue is controlled by a traffic signal. The Bronx River Road northbound approach provides a separate left turn lane and a thru/right turn lane. The southbound approach provides an 85 foot long left turn lane and a single thru/right turn lane. The westbound approach provides a single approach lane with shared turning movements.

The proposed Site Driveway B intersects Crescent Place at an unsignalized ‘T’ intersection. Crescent Place provides a separate left turn lane and a thru lane. The site driveway is proposed as a left-in/left-out only driveway. The driveway is a single lane approach which is controlled by a stop sign.

The Bronx River Parkway Off-Ramp intersects Yonkers Avenue at a signalized ‘T’ intersection. The off-ramp provides a left turn lane and a separate 185 foot long right turn lane. Yonkers Avenue provides one thru lane in each direction; however, the westbound approach provides an additional thru lane which has a 20 foot storage length.

The intersection of Oak Street and the Bronx River Parkway On-Ramp is an unsignalized ‘T’ intersection. Oak Street eastbound provides one thru lane with shared left turns while the westbound approach provides a single thru lane and a separate 65 foot long right turn lane. The Bronx River Parkway On-Ramp provides a single receiving lane.

B. Base Volumes

Traffic counts were performed at the studied intersections in order to quantify and analyze existing peak hour volumes as well as to establish base conditions for projecting future operations. The counts included pedestrian activities and truck traffic.

Traffic counts were conducted from 7:00 – 9:00 AM and 4:00 – 6:00 PM on Wednesday, December 14, 2016 for all the studied intersections along Bronx River Road and Crescent Place. Traffic counts at the Bronx River Parkway ramp intersections were conducted on January 22, 2019 from 4:00 – 6:00 PM and on January 23, 2019 from 7:00 – 9:00 AM. The peak hour volumes from the 2016 traffic counts were increased by an annual growth rate of 1% compounded annually to the year 2019. These adjusted peak hour volumes were balanced where applicable with the peak hour volumes of the 2019 traffic counts. The peak hour volumes occurred between 7:15-8:15 AM during the weekday morning and 4:00-5:00 PM during the weekday afternoon. The intersection traffic count data is included in Appendix C. The peak hour volumes are shown on Figures 1 and 2 "2019 Base Volumes". All figures are included in Appendix B.

C. Intersection Analysis Methodology

The intersections have been analyzed based on the methodologies of the Highway Capacity Manual 6th Edition. Information derived from the manual relative to the level of service criteria is provided below.

1. Level-of-Service Criteria for Signalized Intersections

Levels of Service (LOS) for signalized intersections are defined in terms of delay, which is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. The delay experienced by a motorist is made up of a number of factors that relate to control, geometrics, traffic and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during ideal conditions: in the absence of traffic control, in the absence of geometric delay, in the absence of any incidents, and when there are no other vehicles on the road. Only the portion of total delay attributed to the control facility is quantified. This delay is called control delay. Control delay includes the delays of initial deceleration, move-up time in the queue, stops, and reacceleration. In this chapter, control delay may also be referred to as signal delay. Specifically, LOS criteria for traffic signals are stated in terms

of the average control delay per vehicle, typically for a peak 15-minute analysis period. Delay is a complex measure and is dependent on a number of variables, including the quality of progression, the cycle length, the green ratio, and the volume/capacity (v/c) ratio for the lane group in question.

LOS A describes operations with very low control delay, up to 10 seconds per vehicle. This level of services occurs when progression is extremely favorable and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay.

LOS B describes operations with control delay greater than 10 and up to 20 seconds per vehicle. This level generally occurs with good progression, short cycle lengths, or both.

LOS C describes operations with control delay greater than 20 and up to 35 seconds per vehicle. These higher delays may result from fair progression, longer cycle lengths, or both.

LOS D describes operations with control delay greater than 35 and up to 55 seconds per vehicle. At level D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or high v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines.

LOS E describes operations with control delay greater than 55 and up to 80 seconds per vehicle. These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occurrences.

LOS F describes operations with control delay in excess of 80 seconds per vehicle and/or the arrival flow rates exceed the capacity of the intersection. It will also occur at high v/c ratios below 1.0 with many individual cycle failures. If the volume-to-

capacity (v/c) is greater than 1.0, the LOS is considered an F, even if the delays are lower than 80 seconds.

The LOS criteria for signalized intersections are presented below. Signalized Level of Service Criteria Control Delay LOS by Volume-to-Capacity Ratio (Seconds/Vehicle) v/c ≤ 1.0 v/c > 1.0 <10 A F >10 and <20 B F >20 and <35 C F >35 and <55 D F >55 and <80 E F >80 F F For approach-based and intersectionwide assessments, LOS is defined solely by control delay.

2. Level of Service for Unsignalized Intersections

The Levels of Service (LOS) for Two Way Stop Control (TWSC) and All Way Stop Control (AWSC) intersections and Roundabouts are determined by the computed or measured control delay and are defined for each minor movement. LOS is not defined for the intersection as a whole for TWSC intersections. LOS criteria are presented below.

Unsignalized Level of Service Criteria Control Delay LOS by Volume-to-Capacity Ratio (Seconds/Vehicle) v/c ≤ 1.0 v/c > 1.0 <10 A F >10 and <15 B F >15 and <25 C F >25 and <35 D F >35 and <50 E F >50 F F For TWSC intersections, the LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or the intersection as a whole at TWSC intersections. For approach-based and intersectionwide assessments at AWSC intersections and roundabouts, LOS is defined solely by control delay.

Average control delay less than 10 seconds/vehicle are defined as LOS A. Follow-up times of less than 5 seconds/vehicle have been measured when there is no conflicting traffic, so control delays of less than 10 seconds/vehicle are appropriate for low flow conditions. If the volume-to-capacity (v/c) is greater than 1.0, the LOS is considered an F, even if the delays are lower than 50 seconds.

The LOS criteria for unsignalized intersections are somewhat different than the criteria used for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from different kinds of transportation facilities. A number of driver behavior considerations combine to make delays at signalized intersections less onerous than delays at unsignalized intersections. For example, drivers at signalized intersections are able to relax during the red interval, whereas drivers on the minor approaches to unsignalized intersections must remain attentive to the task of identifying acceptable gaps and vehicle conflicts. Also, there is often much more variability in the amount of delay experienced by individual drivers at an

unsignalized intersections versus that at signalized intersections. For these reasons, it is considered that the control delay threshold for any given LOS would be less for an unsignalized intersection than it would be for a signalized intersection.

D. Base Operations

The intersection capacity analyses based on base volumes and conditions are shown on Tables 2 and 3. The specific volume/capacity ratios, delay for average vehicle in seconds and the associated levels of service are summarized for each lane group, the approach as well as the overall intersection as applicable on Tables 2 and 3. All tables are included in Appendix A.

During the peak weekday AM hour, the overall intersection of Yonkers Avenue and Crescent Place operates at a level of service C. The Crescent Place approach operates at a level of service D while the right turn lane operates at a level of service E. The overall intersection of Yonkers Avenue and Bronx River Road operates at a level of service D. The Bronx River Road southbound approach and Yonkers Avenue westbound thru lane operate at a level of service F. The Yonkers Avenue westbound approach, Bronx River Road northbound approach and thru lane operate at a level of service E while the northbound left turn lane operates at a level of service D. The overall intersection of Bronx River Road and Sherwood Avenue operates at a level of service E while the Bronx River Road southbound approach and left turn lane operate at a level of service F. The overall intersection of Yonkers Avenue and the Bronx River Parkway off-ramp operates at a level of service C. The off-ramp approach and left turn lane operate at a level of service D while the right turn lane operates at a level of service E. The Oak Street left turn onto the Bronx River Parkway on-ramp operates at a level of service E. All other movements at the studied intersections operate at a level of service C or better during the peak weekday AM hour.

During the peak weekday PM hour, the overall intersection of Yonkers Avenue and Crescent Place operates at a level of service C. The Crescent Place approach and right

turn lane operate at a level of service D. The overall intersection of Yonkers Avenue and Bronx River Road operates at a level of service D. The Yonkers Avenue westbound thru lane operates at a level of service F while the westbound approach operates at a level of service E. The Yonkers Avenue westbound left turn lane, westbound right turn lane, Bronx River Road northbound left turn lane, northbound thru lane, northbound approach, and Bronx River Road southbound approach operate at a level of service D. The overall intersection of Bronx River Road and Sherwood Avenue operates at a level of service D. The Bronx River Road southbound left turn lane operates at a level of service F while the southbound approach operates at a level of service E. The overall intersection of Yonkers Avenue and the Bronx River Parkway off-ramp operates at a level of service C while the off-ramp approach and turn lanes operate at a level of service D. All other movements at the studied intersections operate at a level of service C or better during the peak weekday PM hour.

III. PROJECTED CONDITIONS

A. No-Build Volumes

In order to project future traffic increases to the year 2022, the base volumes were increased by a general growth rate of 1% per year compounded annually. Based on discussions with the City of Yonkers’ and the City of Mount Vernon’s Planning Departments, we have incorporated the traffic volumes associated with other developments in the nearby area. These developments include the 216 approved apartments located at 705 Bronx River Road in Yonkers, The Modern located at 130 Mount Vernon Avenue in Mount Vernon as well as the 22 S. West Street development in Mount Vernon. The traffic volumes utilized in this study for the redevelopment located at 705 Bronx River Road are considered conservative as the redevelopment has been reduced to 160 proposed apartments. The traffic volumes associated with the 77 approved apartments located at 411 Bronx River Road and the proposed 21 apartments located on Wakefield Avenue in Yonkers have been considered as part of the general growth volumes. The resulting 2022 no-build volumes represent traffic operation in 2022 without the

redevelopment of the site. The other development and no-build volumes have been shown in the figures in Appendix B.

During the peak weekday AM hour, the Yonkers Avenue eastbound left turn to Bronx River Road is projected to increase in delay to operate at a level of service C. The overall intersection of Bronx River Road and Yonkers Avenue is projected to increase in delay to operate at a level of service E. The overall intersection of Bronx River Road and Sherwood Avenue is projected to increase in delay to operate at a level of service F. The Oak Street left turn onto the Bronx River Parkway on-ramp is projected to increase in delay to operate at a level of service F. All other movements at the studied intersections are projected to operate at the same levels of service during the peak weekday AM hour as experienced under base conditions.

During the peak weekday PM hour, the Yonkers Avenue eastbound approach to its intersection with Bronx River Road is projected to increase in delay operate at a level of service C while the Bronx River Road northbound right turn lane is projected to increase in delay to operate at a level of service D. The overall intersection of Bronx River Road and Sherwood Avenue is projected to increase in delay to operate at a level of service E while the Bronx River Road southbound approach is projected to increase in delay to operate at a level of service F. The Yonkers Avenue westbound approach to its intersection with the Bronx River Parkway off-ramp is projected to increase in delay to operate at a level of service C. The Oak Street left turn onto the Bronx River Parkway on- ramp is projected to increase in delay to operate at a level of service D. All other movements at the studied intersections are projected to operate at the same levels of service during the peak weekday PM hour as experienced under base conditions.

B. Build Volumes

The projected traffic associated with the proposed development is based on information published by the Institute of Transportation Engineers (ITE) in its publication “Trip Generation Manual, 10th Edition.” Table 1 shows the traffic volumes associated with the

proposed development in a dense mixed-use urban area (as defined by ITE). The development will result in approximately 60 and 59 primary trips during the peak weekday AM and PM hours, respectively. This study provides a conservative analysis since a pass-by nor an internal trip credit have not been incorporated in this study. Pass-by trips represent traffic which typically drives past or near the subject property and will patronize the development when it is completed. Internal trips are when trips for a multi-use development are made with a single trip to the development instead of multiple trips. The traffic volumes associated with the proposed development have been shown in the figures in Appendix B.

The primary volumes were routed through the studied intersections based on traffic volume data and consideration of the area roadways. Adding the development related traffic results in 2022 Build Volumes which reflect projected volumes after the completion and occupancy of the development.

IV. FINDINGS & CONCLUSION

As part of the proposed development, the Applicant proposes to install a traffic signal at the intersection of Oak Street and the Bronx River Parkway On-Ramp. The traffic signal would be coordinated with the existing traffic signal at the intersection of Bronx River Road and Oak Street with Sherwood Avenue. The installation of the traffic signal and coordination with the existing traffic signal improve the left turns from Oak Street onto the ramp as well as the queuing along Bronx River Road northbound. The proposed improvements are depicted on Figure CI-1 “Conceptual Improvement Figure” which is contained within Appendix B of this study.

Intersection capacity analysis computed based on the Build Volumes with the proposed improvements indicate that the intersections will operate at similar levels of service as projected for the No-Build Volumes during both studied peak hours. Projected operations with the proposed development and proposed traffic improvements are shown on Tables 2 and 3.

During the peak weekday AM hour, the Oak Street approach to its intersection with Bronx River Road is projected to increase in delay from a level of service B under no-build conditions by 2.0 seconds to operate at a level of service C under build conditions. The Bronx River Road northbound thru/right lane and approach at its intersection with Oak Street are projected to increase in delay to operate at a level of service D under build conditions from a level of service B under no-build conditions. The overall intersection delay at the intersection of Bronx River Road & Sherwood Avenue with Oak Street as well as the Bronx River Road southbound left turn lane delay at the intersection are projected to decrease under build conditions compared to no- build conditions. The proposed site driveways are projected to operate at a level of service B or better. With the proposed traffic signal at the intersection of Oak Street and the Bronx River Parkway on-ramp, the Oak Street eastbound approach is projected to decrease in delay from a level of service F under no-build conditions to a level of service E under build conditions. The overall intersection of Oak Street and the Bronx River Parkway on-ramp is projected to operate at a level of service D under build conditions. All other movements at the studied intersections under build conditions are projected to operate at the same levels of service as projected to operate under no-build conditions during the peak weekday AM hour.

During the peak weekday PM hour, the Bronx River Road northbound thru/right lane and approach at its intersection with Oak Street are projected to increase in delay to operate at a level of service D under build conditions from a level of service C under no-build conditions. The overall intersection of Bronx River Road & Sherwood Avenue with Oak Street is projected to decrease in delay to operate at a level of service D under build conditions from a level of service E under no-build conditions. The Bronx River Road southbound approach to its intersection with Oak Street is projected to decrease in delay to operate at a level of service E under build conditions from a level of service F under no-build conditions. The Bronx River Road southbound left turn lane delay at its intersection with Oak Street is projected to decrease under build conditions compared to no-build conditions. The proposed site driveways are projected to operate at a level of service A. With the proposed traffic signal, the overall intersection of Oak Street and the Bronx River Parkway on-ramp is projected to operate at a level of service C under build conditions. All other movements at the studied intersections

APPENDIX A

TABLES

TABLE 1

PROPOSED DEVELOPMENT VOLUMES(1)

PEAK WEEKDAY PEAK WEEKDAY DESCRIPTION AM HOUR(4) PM HOUR(5) ENTER EXIT TOTAL ENTER EXIT TOTAL A. Proposed 266 Apartments Driveway Volumes 7 4956361551 (ITE Code 222)(2) B. Proposed 1,600 SF of Retail Use Driveway Volumes 224448 (ITE Code 820)(3)

C. Total Driveway Volumes 9 5160401959 (Row C = Row A + Row B)

Notes: (1) Trip Generation based on ITE (Institute of Transportation Engineers) Trip Generation Manual, 10th Edition. (2) Multifamily Housing (High-Rise) (ITE Code 222) is defined by ITE as housing which includes apartments, townhouses, and condominiums that have more than 10 levels. (3) Shopping Center (ITE Code 820) is defined by ITE as an intergrated group of commercial establishments that is planned, developed, owned and managed as a unit. (4) The number of vehicle trips during this peak hour was calculated utilizing ITE data per dwelling unit or per 1,000 s.f. for commercial space for a weekday during the peak hour of adjacent street traffic (one hour between 7:00 and 9:00 AM) for a dense multi-use urban setting. (5) The number of vehicle trips during this peak hour was calculated utilizing ITE data per dwelling unit or per 1,000 s.f. for commercial space for a weekday during the peak hour of adjacent street traffic (one hour between 4:00 and 6:00 PM) for a dense multi-use urban setting.

P:\2019\19079\ADMIN\TRAFFIC\19079-Dev Vol Table_2019-09-20.xlsx TABLE 2

INTERSECTION OPERATIONS-PEAK WEEKDAY AM HOUR

2019 BASE 2022 NO BUILD 2022 BUILD INTERSECTION APPROACH LANE GROUP

V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) 1. Yonkers Avenue & EASTBOUND THRU 0.53 17.2 B 0.56 17.9 B 0.56 17.9 B Crescent Place (Yonkers Avenue) / Vernon Place WESTBOUND THRU 0.53 17.7 B 0.59 19.0 B 0.59 19.3 B (Signalized) (Yonkers Avenue) LEFT 0.29 29.0 C 0.30 29.1 C 0.40 30.6 C SOUTHBOUND RIGHT 0.85 57.5 E 0.88 61.4 E 0.91 66.5 E (Crescent Place) COMPOSITE - 49.1 D - 51.9 D - 53.9 D SOUTHEASTBOUND LEFT/RIGHT 0.19 1.6 A 0.19 1.7 A 0.19 1.7 A (Vernon Place) INTERSECTION COMPOSITE - 25.9 C - 27.1 C - 28.6 C 2. Yonkers Avenue & LEFT 0.43 19.3 B 0.47 20.8 C 0.54 22.9 C EASTBOUND Bronx River Road THRU/RIGHT 0.37 15.6 B 0.40 16.1 B 0.40 16.2 B (Signalized) (Yonkers Avenue) COMPOSITE - 17.1 B - 18.0 B - 19.1 B LEFT 0.14 32.0 C 0.16 31.2 C 0.16 31.2 C WESTBOUND THRU 0.43 81.5 F 0.49 91.9 F 0.49 92.0 F (Yonkers Avenue) RIGHT 0.13 30.7 C 0.14 29.7 C 0.15 29.9 C COMPOSITE - 65.0 E - 72.3 E - 72.1 E LEFT 0.51 49.4 D 0.55 52.9 D 0.56 54.3 D NORTHBOUND THRU 0.88 62.5 E 0.91 67.5 E 0.91 67.9 E (Bronx River Road) RIGHT 0.21 33.4 C 0.22 33.8 C 0.22 33.8 C COMPOSITE - 56.8 E - 60.9 E - 61.4 E SOUTHBOUND LEFT/THRU/RIGHT 1.10 62.2 F 1.24 84.1 F 1.27 99.0 F (Bronx River Road) INTERSECTION COMPOSITE - 48.5 D - 56.7 E - 60.1 E 3. Bronx River Road & EASTBOUND RIGHT 0.02 11.3 B Site Driveway A (Site Driveway A) (Unsignalized) NORTHBOUND THRU N/A N/A --- (Bronx River Road) SOUTHBOUND THRU/RIGHT -- - (Bronx River Road) 4. Bronx River Road & WESTBOUND LEFT/THRU/RIGHT 0.54 19.2 B 0.57 19.7 B 0.70 21.7 C Sherwood Avenue (Oak Street) / Oak Street LEFT 0.18 18.1 B 0.20 18.7 B 0.19 15.1 B (Signalized) NORTHBOUND THRU/RIGHT 0.74 11.0 B 0.78 14.2 B 0.80 39.4 D (Bronx River Road) COMPOSITE - 11.4 B - 14.4 B - 37.9 D LEFT 1.67 345.8 F 1.92 451.3 F 1.67 342.8 F SOUTHBOUND THRU/RIGHT 0.55 13.9 B 0.57 14.5 B 0.53 10.8 B (Bronx River Road) COMPOSITE - 153.5 F - 200.9 F - 152.0 F INTERSECTION COMPOSITE - 76.9 E - 100.3 F - 86.0 F 5. Crescent Place & WESTBOUND LEFT N/A N/A 0.06 9.9 A Site Driveway B (Site Driveway B) (Unsignalized) SOUTHBOUND LEFT/THRU -- - (Crescent Place)

P:\2019\19079\ADMIN\TRAFFIC\19030-INT Operation Tables_2019-09-20.xlsx; AM.tab TABLE 2

INTERSECTION OPERATIONS-PEAK WEEKDAY AM HOUR

2019 BASE 2022 NO BUILD 2022 BUILD INTERSECTION APPROACH LANE GROUP

V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) 6. Yonkers Avenue & EASTBOUND THRU 0.35 8.4 A 0.38 9.2 A 0.38 9.3 A Bronx River Parkway (Yonkers Avenue) Off-Ramp WESTBOUND THRU 0.17 12.2 B 0.20 13.9 B 0.21 14.1 B (Signalized) (Yonkers Avenue) NORTHBOUND LEFT 0.31 40.1 D 0.30 38.9 D 0.30 39.0 D (Bronx River Parkway RIGHT 0.73 56.6 E 0.74 56.3 E 0.74 56.3 E Off-Ramp) COMPOSITE - 51.3 D - 50.9 D - 50.9 D INTERSECTION COMPOSITE - 22.2 C - 22.7 C - 22.8 C 7. Oak Street & Bronx River EASTBOUND LEFT/THRU 0.91 43.7 E 1.01 66.4 F 1.04 73.1 F Parkway On-Ramp (Oak Street) (Unsignalized) WESTBOUND THRU ------(Oak Street) RIGHT ------7a. Oak Street & Bronx River EASTBOUND LEFT/THRU 0.82 57.2 E Parkway On-Ramp (Oak Street) (Signalized w/ THRU 0.43 12.0 B WESTBOUND Improvements) RIGHT N/A N/A 0.98 38.3 D (Oak Street) COMPOSITE - 30.6 C INTERSECTION COMPOSITE - 42.2 D Notes: (1) V/C represents volume/capacity ratio (2) Delay is average seconds delay per vehicle (3) LOS represents level of service

P:\2019\19079\ADMIN\TRAFFIC\19030-INT Operation Tables_2019-09-20.xlsx; AM.tab TABLE 3

INTERSECTION OPERATIONS-PEAK WEEKDAY PM HOUR

2019 BASE 2022 NO BUILD 2022 BUILD INTERSECTION APPROACH LANE GROUP V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) 1. Yonkers Avenue & EASTBOUND THRU 0.69 21.9 C 0.75 24.5 C 0.77 25.4 C Crescent Place (Yonkers Avenue) / Vernon Place WESTBOUND THRU 0.70 22.8 C 0.75 25.1 C 0.76 25.4 C (Signalized) (Yonkers Avenue) LEFT 0.12 27.2 C 0.12 27.2 C 0.15 27.4 C SOUTHBOUND RIGHT 0.71 44.4 D 0.73 45.2 D 0.73 45.4 D (Crescent Place) COMPOSITE - 41.6 D - 42.2 D - 41.8 D SOUTHEASTBOUND LEFT/RIGHT 0.19 1.6 A 0.20 1.7 A 0.20 1.7 A (Vernon Place) INTERSECTION COMPOSITE - 24.8 C - 26.8 C - 27.3 C 2. Yonkers Avenue & LEFT 0.44 21.3 C 0.49 23.3 C 0.54 25.2 C EASTBOUND Bronx River Road THRU/RIGHT 0.48 17.9 B 0.52 19.4 B 0.52 19.4 B (Signalized) (Yonkers Avenue) COMPOSITE - 18.9 B - 20.6 C - 21.3 C LEFT 0.25 39.1 D 0.29 39.1 D 0.30 39.3 D WESTBOUND THRU 0.61 97.7 F 0.66 96.8 F 0.66 97.0 F (Yonkers Avenue) RIGHT 0.24 40.3 D 0.27 41.3 D 0.29 44.8 D COMPOSITE - 77.1 E - 76.4 E - 76.9 E LEFT 0.30 36.2 D 0.32 36.9 D 0.32 37.0 D NORTHBOUND THRU 0.69 46.1 D 0.72 47.6 D 0.73 48.2 D (Bronx River Road) RIGHT 0.17 33.0 C 0.18 35.9 D 0.18 36.0 D COMPOSITE - 42.7 D - 44.2 D - 44.7 D SOUTHBOUND LEFT/THRU/RIGHT 0.42 36.1 D 0.45 37.7 D 0.46 38.2 D (Bronx River Road) INTERSECTION COMPOSITE - 46.7 D - 47.6 D - 48.0 D 3. Bronx River Road & EASTBOUND RIGHT 0.01 9.6 A Site Driveway A (Site Driveway A) (Unsignalized) NORTHBOUND THRU N/A N/A --- (Bronx River Road) SOUTHBOUND THRU/RIGHT -- - (Bronx River Road) 4. Bronx River Road & WESTBOUND LEFT/THRU/RIGHT 0.52 16.5 B 0.55 17.1 B 0.67 14.8 B Sherwood Avenue (Oak Street) / Oak Street LEFT 0.21 17.3 B 0.22 17.5 B 0.26 15.3 B (Signalized) NORTHBOUND THRU/RIGHT 0.79 22.2 C 0.86 28.8 C 0.82 50.5 D (Bronx River Road) COMPOSITE - 21.6 C - 27.6 C - 45.6 D LEFT 1.14 122.7 F 1.40 227.4 F 1.13 119.2 F SOUTHBOUND THRU/RIGHT 0.33 9.7 A 0.34 9.9 A 0.32 7.6 A (Bronx River Road) COMPOSITE - 65.9 E - 120.0 F - 63.0 E INTERSECTION COMPOSITE - 37.2 D - 60.1 E - 45.7 D 5. Crescent Place & WESTBOUND LEFT N/A N/A 0.02 9.7 A Site Driveway B (Site Driveway B) (Unsignalized) SOUTHBOUND LEFT/THRU -- - (Crescent Place)

P:\2019\19079\ADMIN\TRAFFIC\19030-INT Operation Tables_2019-09-20.xlsx; PM.tab TABLE 3

INTERSECTION OPERATIONS-PEAK WEEKDAY PM HOUR

2019 BASE 2022 NO BUILD 2022 BUILD INTERSECTION APPROACH LANE GROUP V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) V/C(1) DELAY(2) LOS(3) 6. Yonkers Avenue & EASTBOUND THRU 0.47 14.9 B 0.54 17.9 B 0.54 17.9 B Bronx River Parkway (Yonkers Avenue) Off-Ramp WESTBOUND THRU 0.32 19.3 B 0.39 22.7 C 0.39 22.8 C (Signalized) (Yonkers Avenue) NORTHBOUND LEFT 0.69 47.8 D 0.65 44.1 D 0.67 45.2 D (Bronx River Parkway RIGHT 0.79 54.4 D 0.81 53.6 D 0.81 53.6 D Off-Ramp) COMPOSITE - 51.1 D - 49.1 D - 49.5 D INTERSECTION COMPOSITE - 28.9 C - 30.1 C - 30.4 C 7. Oak Street & Bronx River EASTBOUND LEFT/THRU 0.65 21.4 C 0.72 25.7 D 0.73 26.4 D Parkway On-Ramp (Oak Street) (Unsignalized) WESTBOUND THRU ------(Oak Street) RIGHT ------7a. Oak Street & Bronx River EASTBOUND LEFT/THRU 0.68 57.8 E Parkway On-Ramp (Oak Street) (Signalized w/ THRU 0.45 12.2 B WESTBOUND Improvements) RIGHT N/A N/A 0.90 21.5 C (Oak Street) COMPOSITE - 18.6 B INTERSECTION COMPOSITE - 33.8 C Notes: (1) V/C represents volume/capacity ratio (2) Delay is average seconds delay per vehicle (3) LOS represents level of service

P:\2019\19079\ADMIN\TRAFFIC\19030-INT Operation Tables_2019-09-20.xlsx; PM.tab

APPENDIX B

FIGURES

modifications or alterations to this document without the written permission of JMC shall render them invalid and unusable. COPYRIGHT © without the prior written permission of JMC PLANNING, ENGINEERING, LANDSCAPE ARCHITECTURE & LAND SURVEYING, PLLC | SITE DEVELOPMENT CONSULTANTS, LLC JOHN MEYER CONSULTING, INC. (JMC). Any FIGURE: DATE: 09/20/2019 1219 YONKERS AVENUE 5 1

01 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE SHERWOOD AVE SHERWOOD PEAK WEEKDAY AM HOUR (7:15 - 8:15) 2019 BASE VOLUMES All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

BRONX RIVER PARKWAY 7 120 BEDFORD RD JMCPLLC.COM (914) 273-5225 6 2 3 7 fax 273-2102 NY 10504 ARMONK modifications or alterations to this document without the written permission of JMC shall render them invalid and unusable. COPYRIGHT © without the prior written permission of JMC PLANNING, ENGINEERING, LANDSCAPE ARCHITECTURE & LAND SURVEYING, PLLC | SITE DEVELOPMENT CONSULTANTS, LLC JOHN MEYER CONSULTING, INC. (JMC). Any FIGURE: DATE: 09/20/2019 1219 YONKERS AVENUE 5 1

02 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE SHERWOOD AVE SHERWOOD PEAK WEEKDAY PM HOUR (4:00 - 5:00) 2019 BASE VOLUMES All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

2022 GENERAL GROWTH VOLUMES 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE SHERWOOD AVE SHERWOOD All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 PEAK WEEKDAY AM HOUR 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

2022 GENERAL GROWTH VOLUMES 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

OTHER DEVELOPMENT VOLUMES 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

OTHER DEVELOPMENT VOLUMES 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

OTHER DEVELOPMENT VOLUMES 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

08 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE 2022 NO BUILD VOLUMES SHERWOOD AVE SHERWOOD PEAK WEEKDAY AM HOUR (7:15 - 8:15) All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

09 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE 2022 NO BUILD VOLUMES SHERWOOD AVE SHERWOOD PEAK WEEKDAY PM HOUR (4:00 - 5:00) All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

10 2019 by JMC PL VERNON THE KIMBALL RESIDENCES PRIMARY TRIP DISTRIBUTIONS YONKERS

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

11 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE SHERWOOD AVE SHERWOOD PRIMARY VOLUMES All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 PEAK WEEKDAY AM HOUR 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

12 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

13 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE SHERWOOD AVE SHERWOOD 2022 BUILD VOLUMES PEAK WEEKDAY AM HOUR (7:15 - 8:15) All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

14 2019 by JMC PL VERNON

THE KIMBALL RESIDENCES YONKERS

AVE SHERWOOD AVE SHERWOOD 2022 BUILD VOLUMES PEAK WEEKDAY PM HOUR (4:00 - 5:00) All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, 1 5

BRONX RIVER RD

CRESCENT PL YONKERS AVE YONKERS SITE

2 SHERWOOD AVE SHERWOOD BRONX RIVER RD 4 JMC PROJECT: 19079 YONKERS, NY, 10704 6 BRONX RIVER PARKWAY 3 SCALE: 1" = 200' 4 METRO NORTH

RAILROAD OAK ST OAK

BRONX RIVER PARKWAY 7 120 BEDFORD RD JMCPLLC.COM (914) 273-5225 6 2 3 7 fax 273-2102 NY 10504 ARMONK SHERWOOD AVE SHERWOOD modifications or alterations to this document without the written permission of JMC shall render them invalid and unusable. COPYRIGHT © without the prior written permission of JMC PLANNING, ENGINEERING, LANDSCAPE ARCHITECTURE & LAND SURVEYING, PLLC | SITE DEVELOPMENT CONSULTANTS, LLC JOHN MEYER CONSULTING, INC. (JMC). Any FIGURE: DATE: 09/20/2019 1219 YONKERS AVENUE CONCEPTUAL IMPROVEMENT FIGURE CI-1 2019 by JMC THE KIMBALL RESIDENCES

CRESCENTCRESCENT PL PL

YONKERS AVE YONKERS YONKERS AVE YONKERS All Rights Reserved. No part of this document may be reproduced, stored in a retrieval system, or transmitted any form by means, electronic, mechanical, photocopying, recording otherwise, SITE SITE

PROVIDE COORDINATION SHERWOOD AVE SHERWOOD WITH EXISTING SIGNAL

BRONX RIVER RD AVE SHERWOOD BRONX RIVER RD JMC PROJECT: 19079 YONKERS, NY, 10704 BRONX RIVER PARKWAY BRONX RIVER PARKWAY SCALE: 1" = 100'

TRAFFIC SIGNAL OAK ST OAK OAK ST OAK PROPOSED 120 BEDFORD RD JMCPLLC.COM (914) 273-5225 fax 273-2102 NY 10504 ARMONK

ENTRANCE RAMP BRONX RIVER PARKWAY