TRAFFIC IMPACT ANALYSIS FOR A PROPOSED CHICK - FIL - A RESTAURANT. Located at 8521 Sepulveda Boulevard. City of Los Angeles

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2 TRAFFIC IMPACT ANALYSIS FOR A PROPOSED CHICK - FIL - A RESTAURANT Located at 8521 Sepulveda Boulevard City of Los Angeles Prepared for: 4G Development & Consulting Prepared by: Overland Traffic Consultants, Inc Main Street, #202 Santa Clarita, California (661) October 2013

3 Overland Traffic Consultants, Inc. EXCUTIVE SUMMARY This study presents an analysis of the potential traffic impacts created by a proposed Chick - fil - A restaurant. The project site is located at 8521 Sepulveda Boulevard in the City of Los Angeles, as shown in the following aerial photograph. The focus of this traffic study is to evaluate the traffic impact created by the change in land use and the increase in site-generated traffic volume. The analysis presented in this study provides the information necessary to determine the significance of the traffic impacts created the proposed project and whether traffic mitigation measures are required. Streets and intersections with low volumes of project traffic were not included in the traffic impact analysis. Project Description - The existing restaurant (4,340 square feet) will be removed and a new Chick - fil - A restaurant (3,999 square feet) with a drive through service lane will be constructed. The drive through service lane will accommodate 12 vehicles with the Project Parking and Access - The proposed project would provide 31 on-site parking spaces. Existing access to the parking lot will remain via one existing driveway on Manchester Avenue approximately 230 feet west of the Sepulveda Boulevard centerline, near the westerly end of the property. Estimated Traffic Generation - Estimates of the traffic generated by the proposed project were calculated using the industry standard traffic generation rates developed by the Institute of Transportation Engineers (ITE) for restaurant uses. Using the ITE rates, it is estimated that the project would generate 1,984 daily weekday vehicle trips with 182 morning peak hour trips and 126 afternoon peak hour trips. Traffic impacts are determined by the net new traffic flow generated at the site, i.e., less the prior and passby trip adjustments. With these adjustments, the net change in site-generated traffic which is added to the surrounding streets is estimated at 550 daily trips with 53 morning and 27 afternoon peak hour trips. No Significant Project traffic impacts - Using criteria adopted by the City of Los Angeles staff, it has been determined that the change in traffic flow generated by the proposed project would not exceed the thresholds used to identify significant traffic impacts. Page 1

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5 Overland Traffic Consultants, Inc. TABLE OF CONTENTS Chapter 1 - Introduction... 6 Chapter 2 - Project Description... 9 Queueing and Service Time Study... 9 Chapter 3 - Environmental Setting Land Use Transportation Facilities Transit Information Chapter 4 - Project Traffic Characteristics Project Traffic Generation Traffic Distribution and Assignment of Project Traffic Chapter 5 - Traffic Conditions Analysis Analysis of Existing Traffic Conditions Analysis of Existing + Project Traffic Conditions Analysis of Future Traffic Conditions Impacts on Regional Transportation System Chapter 6 - Mitigation Measures Appendix A Community Plan Land Use Information Appendix B Circulation Maps, Street Standards & Intersection Photos Appendix C Transit Routes Appendix D Traffic Volume Data Appendix E Level of Service Worksheets Appendix F Related Projects Flow Maps Appendix G Queueing and Service Time Study 8521 Sepulveda Boulevard Page 3 October 2013 Traffic Impact Study Table of Contents

6 Overland Traffic Consultants, Inc. LIST OF FIGURES Figure 1 - Project Location... 8 Figure 2 - Project Site Plan Figure 3 - Study Intersection Characteristics Figure 4 - Project Traffic Distribution Figure 5 - Project Traffic Assignment Percentages Figure 6 - Project Traffic - AM / PM Hour Figure 7 - Existing (2013) Traffic Volume - AM Peak Hour Figure 8 - Existing (2013) Traffic Volume - PM Peak Hour Figure 9 - Existing + Project Traffic Volume - AM Peak Hour Figure 10 - Existing + Project Traffic Volume - PM Peak Hour Figure 11 - Related Project Map Figure 12 - Future Traffic Volume (Without Project) - AM Peak Hour Figure 13 - Future Traffic Volume (Without Project) - PM Peak Hour Figure 14 - Future Traffic Volume (With Project) - AM Peak Hour Figure 15 - Future Traffic Volume (With Project) - PM Peak Hour Sepulveda Boulevard Page 4 October 2013 Traffic Impact Study List of Figures

7 Overland Traffic Consultants, Inc. LIST OF TABLES Table 1 - Project Trip Generation Rates Table 2 - Project Traffic Generation Table 3 - Level of Service Definitions Table 4 - Existing (2013) Traffic Conditions Summary Table 5 - Significant Traffic Impact Criteria Table 6 - Existing + Project Traffic Conditions Summary Table 7 - Related Projects Descriptions Table 8 - Related Projects Traffic Generation Table 9 - Future (2015) Traffic Conditions Without Project Table 10- Future (2015) Traffic Conditions With Project Sepulveda Boulevard Page 5 October 2013 Traffic Impact Study List of Tables

8 Overland Traffic Consultants, Inc. CHAPTER 1 INTRODUCTION An evaluation of the potential traffic impacts created by the proposed project has been conducted as part of the project s environmental review. This traffic study was prepared using procedures adopted by the City of Los Angeles Department of Transportation (LADOT) to evaluate the potential traffic impacts of the proposed project. The impact of a development project is determined by comparing the changes in the traffic conditions at selected study intersections. The amount of new traffic added to an intersection by the proposed project determines the significance of the project traffic impact. Potential traffic impacts caused by a development project that exceed limits established by the City of Los Angeles, as specified in the LADOT Traffic Study Policies and Procedures June 2013 guidelines, are deemed significant traffic impacts. All significantly impacted intersections are then evaluated for possible traffic mitigation measures. The traffic impact of the proposed development has been calculated using the LADOT Critical Movement Analysis (CMA) method. The CMA analysis method quantifies the operating conditions of an intersection using a ratio of peak hour traffic volume to intersection capacity (V/C ratio). According to the standards adopted by LADOT, a traffic impact is considered significant if the related increase in the V/C value equals or exceeds the thresholds for each Level of Service (LOS) standard as shown in the table below. Coastal Corridor Specific Plan Significance Thresholds LOS Final V/C Value Increase in V/C Value A - C D E and F > or more 8521 Sepulveda Boulevard Page 6 October 2013 Traffic Impact Study Introduction

9 Overland Traffic Consultants, Inc. The project site is located at 8521 Sepulveda Boulevard in the City of Los Angeles, as depicted on Figure 1. Prior to the preparation of this study, a memorandum of understanding which established the parameters of the analysis was approved by LADOT. Eight intersections have been selected by LADOT for the project s traffic impact analysis. 1. Lincoln Boulevard and Manchester Avenue; 2. Manchester Avenue and Emerson Avenue; 3. Manchester Avenue and Sepulveda Westway; 4. Manchester Avenue and Sepulveda Boulevard; 5. Manchester Avenue and La Tijera Boulevard 6. Sepulveda Boulevard and 83 rd Street 7. Sepulveda Boulevard and La Tijera Boulevard; and 8. Sepulveda Boulevard and Westchester Parkway. The analysis of traffic flow has been conducted for existing conditions and for future conditions both without and with the proposed project. The existing analyses reviews conditions with the project added to existing conditions. The future analysis documents traffic conditions with the proposed project and other potential land development projects several years in the future. Pursuant to the LADOT s traffic study guidelines, the following steps have been taken to develop the traffic impact analyses: (a) Existing traffic (2013); (b) Existing traffic + project traffic; (c) Traffic in (b) + traffic mitigation, if necessary; (d) Existing traffic + ambient growth to the 2015 study year (added 1% per year); (e) Traffic in (d) + other land development traffic (without project scenario); (f) Traffic in (e) + project traffic (with project scenario); (g) Traffic in (f) + traffic mitigation, if necessary Sepulveda Boulevard Page 7 October 2013 Traffic Impact Study Introduction

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11 Overland Traffic Consultants, Inc. CHAPTER 2 PROJECT DESCRIPTION The project being proposed is the construction of a 3,999 square foot Chick - fil - A restaurant with a drive thru service lane. The project will provide 31 on-site parking spaces. Existing access to the site will be maintained on Manchester Avenue located approximately 230 feet west of the Sepulveda Boulevard centerline. The project site is currently occupied with a 4,430 square foot restaurant and parking lot which will be removed a part of the proposed project. Figure 2 illustrates the site plan for the Chick - fil - A project. Queueing and Service Time Study A study was conducted at three existing Chick - fil - A restaurants to collect data on average drive through service times and maximum vehicle queues. The restaurants were surveyed in October 2013 and located at Valencia, Northridge and Lakewood. Each restaurant was surveyed for 1 hour for the breakfast, noon and dinner dining hours. The queue surveys show a maximum 5 vehicle queue observed during the morning breakfast hour. The highest queues were observed during the noon lunch hour with a maximum 15 vehicle queue. The afternoon dinner hour recorded a maximum queue of 10 vehicles. The results of the service time study indicates that service times will vary by location but on average during light dining hours the drive through service time will range between 3-4 minutes. During the heaviest dining hours, the drive through service times will range from 5-8 minutes. Appendix G contains the survey data results for the 3 local restaurants. These observations indicate that the maximum vehicle queue of 15 vehicles can be contained on site and will not spill back onto Manchester Avenue. The site provides a queue capacity of 19 vehicles Sepulveda Boulevard Page 9 October 2013 Traffic Impact Study Project Description

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13 Overland Traffic Consultants, Inc. CHAPTER 3 ENVIRONMENTAL SETTING Land Use The project site is located in the downtown Westchester community commercial district within the Westchester Playa Del Rey community plan area of the City of Los Angeles. The Community Plan area contains 5,793 acres consisting of primarily single family land use. Single family residential uses represent 1,754 acres (30.3 %) with 635 acres (11%) of multi-family, commercial uses represent 457 acres (7.9 %), 494 acres (8.5%) of industrial land use, 1,160 acres (20%) open space/public facilities and 1,293 acres (22.3%) streets. Appendix A contains the land use map for the Westchester Playa Del Rey Community Plan. The project also lies within the Coastal Transportation Corridor Specific Plan and will be subject to the Specific Plan requirements. Brief descriptions of the roadway facilities in the study area are provided below. Transportation Facilities The nearest freeway serving the site is the San Diego Freeway (I-405) which is located less than 1.5 miles to the east via La Tijera Boulevard or to the north via Sepulveda Boulevard. This north-south freeway generally provides four mixed-flow lanes and one HOV lane in each direction with an average daily traffic volume of approximately 300,000 vehicles per day near La Tijera Boulevard. Current non-directional peak hour traffic volumes on the San Diego Freeway are approximately 20,000 VPH. The most recent 2010 CMP monitoring report for the San Diego Freeway north of La Tijera Boulevard listed the morning congestion levels at LOS F(2) for northbound and LOS E for southbound. For the afternoon period, northbound congestion level was reported at LOS F(1) and the southbound congestion level was at LOS E at this monitoring station. Manchester Avenue is an east west class II major highway. The roadway provides two lanes in each direction, median channelization, on-street parking and recently installed bike lanes. Manchester Avenue is predominately developed with residential uses and provides full access to the I-405 Freeway Sepulveda Boulevard Page 11 October 2013 Traffic Impact Study Environmental Setting

14 Overland Traffic Consultants, Inc. Sepulveda Boulevard is a north south class I major highway. The roadway provides three lanes in each direction, median channelization, on-street parking and bike lanes. Sepulveda Boulevard is a commercially developed street south of Manchester Avenue and residential north of Manchester Avenue. 83 rd Street is an east west residential collector roadway. The roadway provides one lane in each direction and on-street parking. Neighborhood speed tables are in place west of Sepulveda Boulevard. Emerson Avenue is a north south residential collector roadway. The roadway provides one lane in each direction and on-street parking. Emerson Avenue also provides access to Kentwood Elementary School. La Tijera Boulevard is designated a class II major highway which provides freeway access to LAX. The roadway provides two lanes in each direction, median channelization and on-street parking. La Tijera Boulevard is a major corridor between Slauson Avenue in Culver City and Westchester Parkway. Lincoln Boulevard is a class I major highway. The roadway provides three southbound and four lanes northbound at its intersection with Manchester Avenue. Lincoln Boulevard is a major roadway serving the City of Santa Monica on the north and LAX on the south within the study area. Westchester Parkway is an east west class II major highway. The roadway provides two lanes in each direction and median channelization between Pershing Drive and Airport Boulevard. East of Airport Boulevard, Westchester Parkway changes its name to Arbor Vitae Street. West of Sepulveda West Way, Westchester Parkway provides bike lanes in each direction. Sepulveda Westway is a short 1/3 mile north - south collector roadway between Manchester Avenue and Westchester Parkway. The roadway provides one lane in each 8521 Sepulveda Boulevard Page 12 October 2013 Traffic Impact Study Environmental Setting

15 Overland Traffic Consultants, Inc. direction, on-street parking and access to the adjacent commercial uses fronting Sepulveda Boulevard. In addition to collecting traffic volume data, field surveys were conducted to determine the roadway characteristics, intersection geometry and traffic controls. Figure 3 illustrates the study locations, type of intersection traffic control and lane configurations. Appendix B contains the City of Los Angeles street standards, street layout plans and recent photos of the study intersections. Transit Information Public transportation in the study area is provided by the Metropolitan Transportation Authority (Metro). Metro provides transit route 115 along Manchester Avenue between Norwalk and Playa Del Rey and route 102 along Sepulveda Boulevard/LaTijera Boulevard in the study area between South Gate and LAX. LADOT operates commuter Express 574 between Sylmar Metrolink Station and El Segundo. Culver City Bus operates route 6 between Westwood/UCLA and LAX along Sepulveda Boulevard. Finally, Santa Monica operates the Big Blue Bus route 3 between the Green Line Station in El Segundo to UCLA along Manchester Avenue to Lincoln Boulevard in the study area. The transit routes information is provided in Appendix C Sepulveda Boulevard Page 13 October 2013 Traffic Impact Study Environmental Setting

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17 Overland Traffic Consultants, Inc. CHAPTER 4 PROJECT TRAFFIC Project Traffic Generation Traffic-generating characteristics of commercial land uses have been studied by the Institute of Transportation Engineers (ITE). The results of the traffic generation studies have been published in Trip Generation, 9 th Edition Handbook. This publication of traffic generation data has become the industry standard for estimating traffic generation for different land uses. These trip generation studies indicate that the restaurant uses associated with the proposed project generally exhibit the trip-making characteristics per 1,000 square feet of floor area as shown by the ITE trip rates provided below in Table 1. Table 1 Project Trip Generation Rates (ITE 9 th Edition & LADOT Specific Plan) ITE Weekday AM Peak Hour PM Peak Hour Land Use Code Daily Total In Out Total In Out Restaurant High-turnover (per 1,000 sf) % 45% % 40% Restaurant Fast Food (per 1,000 sf) % 49% % 48% 8521 Sepulveda Boulevard Page 15 October 2013 Traffic Impact Study Project Traffic

18 Overland Traffic Consultants, Inc. Traffic volumes expected to be generated by the project were estimated by applying the Table 1 trip rates per 1,000 square feet of building area. Due to the nature of the land use proposed, some vehicles traveling on Sepulveda Boulevard and Manchester Avenue may stop at the project to or from another destination. These stops are called pass-by trips. These vehicles passing the site are not new vehicle trips added to the street by the project and therefore are not considered in the project traffic impact analysis. Pass-by trip data contained in the LADOT traffic study guidelines has been applied to the trip generation rates to account for the pass-by trips for all study intersections except the adjacent intersections. Adjacent intersections are not adjusted for pass-by trips as directed by the LADOT guidelines. After these pass-by trip adjustments and trip credit for the prior restaurant use, it has been estimated that the net peak hour traffic added to the streets is 53 morning peak hour trips and 26 afternoon peak hour trips. Table 2 Estimated Project Traffic Generation (AM and PM Peak Hours) Weekday Traffic Generation Daily AM Peak Hour PM Peak Hour Proposed Land Use Traffic Total In Out Total In Out 3,999 s.f. Restaurant (FF) 1, Driveway Totals Less 50% Pass-by New Traffic ,340 s.f. Restaurant (HT) Driveway Totals Less 20% Pass-by Prior Traffic Net Traffic with pass-by Net Traffic without pass-by 1, High turnover restaurant - HT Fast food restaurant - FF 8521 Sepulveda Boulevard Page 16 October 2013 Traffic Impact Study Project Traffic

19 Overland Traffic Consultants, Inc. Traffic Distribution and Trip Assignment A primary factor affecting trip direction is the distribution of population which would generate project trip origins and destinations. The estimated project directional trip distribution is also based on the study area roadway network and traffic flow patterns. Figure 4 illustrates the estimated area wide project traffic distribution percentages. Figure 5 shows the estimated project traffic percentages at each of the study intersections. Using the traffic assignment at each intersection and the estimated peak hour traffic volume as provided in the Table 2, peak hour traffic volumes at each study location have been calculated and are shown in Figure 6 for the am and pm peak hours, respectively. This estimated assignment of the project traffic flow provides the information necessary to analyze the potential traffic impacts generated by the project at the study intersections Sepulveda Boulevard Page 17 October 2013 Traffic Impact Study Project Traffic

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23 Overland Traffic Consultants, Inc. CHAPTER 5 TRAFFIC CONDITIONS ANALYSIS Analysis of Existing Traffic Conditions The traffic conditions analysis was conducted using the LADOT Critical Movement Analysis (CMA) method. The study intersections were evaluated using this methodology pursuant to criteria established by the LADOT. The existing peak hour traffic counts were used along with intersection lane configurations and traffic controls to determine the intersection s current operating condition. The CMA procedure uses a ratio of the intersection s traffic volume to its capacity for rating an intersection s congestion level. The highest combinations of conflicting traffic volume (V) divided by the capacity (C) value represents the intersection V/C ratio. Intersection capacity represents the maximum volume of vehicles which has a reasonable expectation of passing through an intersection in one hour under typical traffic flow conditions. This volume-to-capacity (V/C) ratio defines the proportion of an hour necessary to accommodate all the traffic moving through the intersection assuming all approaches were operating at full capacity. For planning purposes, the CMA ratio method provides an ideal means for quantifying intersection operating characteristics. For example, if an intersection has a CMA value of 0.70, the intersection is operating at 70% capacity with 30% of unused capacity. Once the volume-to-capacity ratio has been calculated, operating characteristics are assigned a level of service grade (A through F) to estimate the level of congestion and stability of the traffic flow. The term "Level of Service" (LOS) is used by traffic engineers to describe the quality of traffic flow. Definitions of the LOS grades are shown in Table Sepulveda Boulevard Page 21 October 2013 Traffic Impact Study Traffic Conditions Analysis

24 Overland Traffic Consultants, Inc. Table 3 Level of Service Definitions Level of Service Description of Operating Condition Equivalent CMA A Free flow conditions with low traffic density B A stable flow of traffic C Light congestion but stable, occasional backups behind left-turning vehicles. D Approaching instability, drivers are restricted in freely changing lanes. Vehicles may be required to wait through more than one cycle. E At or near capacity with possible long queues for left-turning vehicles. Blockage of intersection may occur if traffic signal does not provide for protected turning movements. F Jammed conditions with stoppages of long duration. > Traffic volume data used in the following peak hour intersectional analysis were based on traffic counts conducted by The Traffic Solution, an independent traffic survey company. Existing peak hour traffic volumes at the study intersections are illustrated in Figure 7 for the morning peak hour and Figure 8 for the afternoon peak hour. Data collection worksheets of the peak hour counts are contained in Appendix D Sepulveda Boulevard Page 22 October 2013 Traffic Impact Study Traffic Conditions Analysis

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27 Overland Traffic Consultants, Inc. By applying the CMA procedures to the intersection data, the V/C values and the corresponding Levels of Service (LOS) for existing traffic conditions were determined. The existing LOS values are summarized in Table 4. Supporting capacity worksheets are contained in Appendix E of this report. Table 4 Existing (2013) Traffic Conditions Summary AM Peak Hour PM Peak Hour No. Intersection V/C LOS V/C LOS 1. Lincoln Boulevard & Manchester Avenue F D 2. Manchester Avenue & Emerson Avenue A A 3. Manchester Avenue & Sepulveda Westway A B 4. Manchester Avenue & Sepulveda Boulevard D D 5. Manchester Avenue & La Tijera Boulevard A A 6. Sepulveda Boulevard & 83 rd Street D C 7. Sepulveda Boulevard & La Tijera Boulevard B B 8. Sepulveda Boulevard & Westchester Parkway B B Analysis of Existing + Project Traffic Conditions Traffic volume projections have been developed to analyze the existing traffic conditions after completion of the proposed project. The project s traffic impact has been calculated by adding the project traffic volumes shown in Figure 6 to the existing traffic volumes. Comparing the changes in the traffic conditions (i.e., V/C ratio) between the without and with project traffic volume scenarios provides the information necessary to determine if the project traffic volume creates a significant traffic impact which would require traffic mitigation. According to the traffic impact standards provided by the LADOT, a traffic impact is considered significant if the related increase in the V/C ratio value equals or exceeds the thresholds shown below in Table Sepulveda Boulevard Page 25 October 2013 Traffic Impact Study Traffic Conditions Analysis

28 Overland Traffic Consultants, Inc. Table 5 Coastal Corridor Specific Plan Significant Traffic Impact Criteria LOS Final V/C Value Increase in V/C Value A - C > or more D > or more E, F or more or more By applying the CMA procedures, the V/C ratios and the corresponding LOS for existing + project traffic conditions were determined for each intersection. The V/C intersection ratios and the corresponding LOS values for the Existing + Project Traffic Impact Analysis are summarized in Table 6. Table 6 Existing + Project Traffic Conditions Peak Existing Existing With Project No. Intersection Hour CMA LOS CMA LOS Impact 1. Lincoln Boulevard & AM F F Manchester Avenue PM D D Manchester Avenue & AM A A Emerson Avenue PM A A Manchester Avenue & AM A A Sepulveda Westway PM B C Manchester Avenue & AM D D Sepulveda Boulevard PM D D Manchester Avenue & AM A A La Tijera Boulevard PM A A Sepulveda Boulevard & AM D D rd Street PM C C Sepulveda Boulevard & AM B B La Tijera Boulevard PM B B Sepulveda Boulevard & AM B B Westchester Parkway PM B B Sepulveda Boulevard Page 26 October 2013 Traffic Impact Study Traffic Conditions Analysis

29 Overland Traffic Consultants, Inc. Using the criteria in the City s TIA Guidelines, it has been determined that the change in traffic flow generated by the proposed project would not exceed the City of Los Angeles significant traffic impact thresholds at any of the eight study intersections. Existing + project peak hour traffic volumes at the study intersections are illustrated in Figure 9 for the morning peak hour and Figure 10 for the afternoon peak hour Sepulveda Boulevard Page 27 October 2013 Traffic Impact Study Traffic Conditions Analysis

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32 Overland Traffic Consultants, Inc. Analysis of Future Traffic Conditions Future traffic volume projections have been developed to analyze the cumulative traffic conditions after completion of other planned land developments including the proposed project. Pursuant to the City of Los Angeles traffic impact guidelines, the following steps have been taken to develop the future cumulative traffic volume estimates: (a) Existing traffic + ambient traffic growth (1% total) (b) Traffic in (a) + related project traffic (without project scenario); (c) Traffic in (b) with the proposed project traffic (with project scenario); (d) Traffic in (c) + any proposed traffic mitigation, if necessary. The future includes other development projects located within the study area that are either under construction or planned. As part of this analysis, the related project information was obtained from the City of Los Angeles Department of Transportation. It should be noted that this project, or any actions taken by the City regarding this project, does not have a direct bearing on these other proposed related projects. Table 7 provides the description of the related projects used in this analysis. To evaluate future traffic conditions with related projects, estimates of the peak hour trips generated by the related projects were developed. The potential net increase in traffic from the related projects is shown in Table 8. The locations of the eight (8) related projects used in this study are shown in Figure 11. Appendix F contains the related project traffic flow maps for the am and pm peak hours. Future cumulative without project peak hour traffic volume estimates are shown in Figures 12 and 13 for the morning and afternoon peak hours, respectively Sepulveda Boulevard Page 30 October 2013 Traffic Impact Study Traffic Conditions Analysis

33 Overland Traffic Consultants, Inc. Table 7 Related Project Descriptions No. Project ID Size Location 1 Private School Students 5400 S. Beethoven Street 10,115 SF Retail 2 Office ,409 SF Office 6161 W Centinela Avenue 3 Residential Apartments 7280 W Manchester Avenue 4 Restaurant ,381 McDonalds 5908 W Manchester Avenue 5 Mixed Use Apartments 7407 S La Tijera Boulevard 2,600 SF Retail (net) 6 Private School Students 5456 W McConnell Avenue 7 Mixed Use N/A 72 Apartments 180 East Culver Boulevard 7,000 SF Retail 3,000 SF Restaurant 6,000 sf Market 8 LMU N/A 1,248 FTE 1 LMU Drive Table 8 Related Project Trip Generation Daily AM Peak Hour PM Peak Hour No. Project ID Size Location Traffic In Out Total In Out Total 1 Private School Students 5400 S. Beethoven Street ,115 SF Retail 2 Office ,409 SF Office 6161 W Centinela Avenue 3, Residential Apartments 7280 W Manchester Avenue Restaurant ,381 McDonalds 5908 W Manchester Avenue 1, Mixed Use Apartments 7407 S La Tijera Boulevard ,600 SF Retail (net) 6 Private School Students 5456 W McConnell Avenue Mixed Use N/A 72 Apartments 180 East Culver Boulevard 1, ,000 SF Retail 3,000 SF Restaurant 6,000 sf Market 8 LMU N/A 1,248 FTE 1 LMU Drive Sepulveda Boulevard Page 31 October 2013 Traffic Impact Study Traffic Conditions Analysis

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37 Overland Traffic Consultants, Inc. The future cumulative traffic conditions and cumulative traffic impacts without the project are shown below in Table 9. Table 9 Future Cumulative Traffic Conditions Without Project Peak Existing Future Without Project No. Intersection Hour CMA LOS CMA LOS Impact 1. Lincoln Boulevard & AM F F Manchester Avenue PM D E Manchester Avenue & AM A A Emerson Avenue PM A A Manchester Avenue & AM A A Sepulveda Westway PM B C Manchester Avenue & AM D E Sepulveda Boulevard PM D D Manchester Avenue & AM A B La Tijera Boulevard PM A A Sepulveda Boulevard & AM D E rd Street PM C D Sepulveda Boulevard & AM B C La Tijera Boulevard PM B C Sepulveda Boulevard & AM B B Westchester Parkway PM B B Sepulveda Boulevard Page 35 October 2013 Traffic Impact Study Traffic Conditions Analysis

38 Overland Traffic Consultants, Inc. The traffic impact of the project traffic is shown in Table 10 for the Chick - fil - A restaurant project. As shown in Table 10 below, none of the study intersections are impacted by project traffic volume using the significant impact criteria established by LADOT. Future cumulative with project peak hour traffic volumes are shown in Figures 14 and 15 for the morning and afternoon, respectively. Table 10 Future Cumulative Traffic Conditions With Project Peak Without Future With Project No. Intersection Hour CMA LOS CMA LOS Impact 1. Lincoln Boulevard & AM F F Manchester Avenue PM E E Manchester Avenue & AM A A Emerson Avenue PM A A Manchester Avenue & AM A A Sepulveda Westway PM C C Manchester Avenue & AM E E Sepulveda Boulevard PM D D Manchester Avenue & AM B B La Tijera Boulevard PM A A Sepulveda Boulevard & AM E E rd Street PM D D Sepulveda Boulevard & AM C C La Tijera Boulevard PM C C Sepulveda Boulevard & AM B B Westchester Parkway PM B B Sepulveda Boulevard Page 36 October 2013 Traffic Impact Study Traffic Conditions Analysis

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41 Overland Traffic Consultants, Inc. Impacts on Regional Transportation System The Congestion Management Program (CMP) was adopted to monitor regional traffic growth and related transportation improvements. The CMP designated a transportation network including all state highways and some arterials within the County to be monitored by of local jurisdictions. If LOS standards deteriorate on the CMP network, then local jurisdictions must prepare a deficiency plan to be in conformance with the program. Local jurisdictions found to be in nonconformance with the CMP risk the loss of state gas tax funding. For purposes of the CMP LOS analysis, a substantial change in freeway segments are defined as an increase or decrease of 0.10 in the demand to capacity ratio and a change in LOS. A CMP traffic impact analysis is required if a project will add 150 or more trips to a freeway segment in either direction during either the AM or PM weekday peak hour. As indicated on the project peak hour trip assignment (Figure 6), the project does not exceed the CMP thresholds for significance. An analysis is also required at all CMP monitoring intersections where a project would add 50 or more peak hour trips The intersections of Lincoln Boulevard / Manchester Avenue and Manchester Avenue / Sepulveda Boulevard are designated CMP arterial monitoring stations. Both intersections have been included in this study. As indicated in the project traffic impact analysis, the project does not create a significant traffic impact at either of these intersections. Therefore, no additional freeway or CMP analysis is necessary Sepulveda Boulevard Page 39 October 2013 Traffic Impact Study Traffic Conditions Analysis

42 Overland Traffic Consultants, Inc. CHAPTER 6 MITIGATION MEASURES Based on the analysis in this study, it has been determined that the added traffic generated by the proposed Chick - fil - A restaurant project will not significant impact any of the eight study intersections using criteria established by the City of Los Angeles Department of Transportation Sepulveda Boulevard Page 40 October 2013 Traffic Impact Study Mitigation Measures

43 APPENDIX A COMMUNITY PLAN LAND USE INFORMATION

44 DR DR BLUFF CREEK as of May CPC GPA/SP (LAX Specific Plan Amendment Study) PLT:06/25/13

45 WESTCHESTER-PLAYA DEL REY SUMMARY OF LAND USE CATEGORY LAND USE CORRESPONDING ZONES NET ACRES % AREA TOTAL NET ACRES TOTAL % AREA RESIDENTIAL Single Family 1, Low RS, R1, RE9 1, Multiple Family Low Medium I R2, RD3, RD4, RZ3, RZ Low Medium II RD1.5, RD2, RW2, RZ Medium R High Medium R COMMERCIAL General CR, C1.5, C2, C4, P Neighborhood C1, C1.5, C2, P Community CR, C2, C4, P, PB Regional Center CR, C1.5, C2, C4, P, PB Regional Mixed Use C2(PV) INDUSTRIAL Limited M1, MR1, P Light M2, MR2, P OPEN SPACE/PUBLIC FACILITIES 1, Open Space OS, A Public Facilities PF STREETS 1, Private Streets Public Streets - 1, TOTAL 5, WESTCHESTER-PLAYA DEL REY

46 Coastal Transportation Corridor Specific Plan Sepulveda Blvd. Centinela Ave. City of Santa Monica Walgrove Ave. ❶ Venice Blvd. Washington Pl. City of Culver City Abbot Kinney Blvd. Lincoln Blvd. Washington St. Pacific Ave. Washington Marina Frwy. Blvd. Culver Blvd. L.A. Co. San Diego Frwy. Slauson Ave Los Angeles County La Brea Ave. Los Angeles County Jefferson Blvd. Centinela Ave. Pacific Ocean Pacific Ave. Pershing Dr. Manchester Ave. La Tijera Blvd. Airport Blvd. Arbor Vitae St. City of Inglewood Vista Del Mar Century Blvd. Aviation Blvd. Los Angeles County ❸ ❷ Imperial Hwy. NOTES: Specific Plan Area Airport Corridor Boundary City of El Segundo ❶ ❷ ❸ Includes frontages on both sides of Centinela Ave. from Santa Monica City Boundary line south to Venice Blvd. and both sides of Venice Blvd from Centinela Ave. east to the San Diego Frwy. Includes only northerly frontage of Imperial Hwy. between Pershing Dr. and the westerly terminus of the Specific Plan area. Westerly prolongation of Imperial Hwy. to Pacific Ocean. N Not to Scale

47 APPENDIX B CIRCULATION MAPS, STREET STANDARDS & INTERSECTION PHOTOS

48 DR DR BLUFF CREEK as of:may CPC GPA/SP (LAX Specific Plan Amendment Study) PLT:06/25/13

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51 Lincoln Bd. & Manchester Ave. SCALE 1 : 686 N FEET

52 Emerson Ave. & Manchester Ave. SCALE 1 : 686 N FEET

53 Sepulveda Westway & Manchester Ave. SCALE 1 : 686 N FEET

54 Sepulveda Blvd. & Manchester Ave. SCALE 1 : 686 N FEET

55 La Tijera Bd. & Manchester Ave. SCALE 1 : 686 N FEET

56 Sepulveda Bd. & 83rd St. SCALE 1 : 686 N FEET

57 Sepulveda Bd. & La Tijera Bd. SCALE 1 : 686 N FEET

58 Sepulveda Bd. & Westchester Pkwy. SCALE 1 : 686 N FEET

59 APPENDIX C TRANSIT ROUTES

60 Monday through Friday 102 Effective Jun Eastbound (Approximate Times) Westbound (Approximate Times) LAX LEIMERT PARK LOS ANGELES SOUTH GATE SOUTH GATE LOS ANGELES LEIMERT PARK LAX City Bus Center Stocker & Crenshaw Expo/Western Station B Jefferson & San Pedro Hooper & Vernon Florence Station Palm & Seville Palm & Seville Florence Station Hooper & Vernon Jefferson & San Pedro Expo/Western Station C Stocker & Crenshaw City Bus Center 5:15A 5:38A 5:47A 5:59A 6:05A 6:19A 6:28A 5:42 6:06 6:16 6:08 6:33 6:43 6:57 7:03 7:17 7:29 6:37 7:03 7:14 7:05 7:32 7:44 7:58 8:04 8:18 8:30 7:34 8:02 8:14 8:04 8:32 8:44 8:58 9:04 9:18 9:30 8:34 9:02 9:14 9:04 9:32 9:44 9:58 10:04 10:18 10:30 9:56 10:24 10:36 10:50 10:56 11:10 11:22 10:48 11:16 11:28 11:42 11:48 12:02P 12:14P 11:46 12:16P 12:28P 12:42P 12:48P 1:02 1:14 12:46P 1:16 1:28 1:42 1:48 2:02 2:14 1:45 2:16 2:28 2:42 2:48 3:02 3:14 2:36 3:07 3:19 3:33 3:40 3:55 4:07 3:10 3:41 3:53 4:07 4:15 4:31 4:43 3:37 4:07 4:19 4:07 4:37 4:49 5:03 5:11 5:27 5:39 4:37 5:07 5:19 5:07 5:37 5:49 6:03 6:10 6:24 6:36 5:37 6:07 6:19 6:09 6:38 6:49 7:02 7:08 7:22 7:34 6:41 7:08 7:19 7:13 7:38 7:49 8:02 8:08 8:21 8:30 8:05 8:28 8:39 8:51 8:57 9:10 9:19 9:14 D 9:36 9:47 9:59 10:05 10:18 10:26 10:07 D10:28 11:06 D11:25 12:09A D12:28A 5:13A 5:22A 5:33A 5:40A 5:51A 6:01A 6:25A 5:53 6:02 6:13 6:20 6:31 6:43 7:12 7:05 7:17 7:48 6:49 7:01 7:14 7:22 7:35 7:47 8:16 8:04 8:17 8:45 7:49 8:01 8:14 8:21 8:34 8:47 9:15 9:04 9:17 9:45 8:49 9:01 9:14 9:21 9:34 9:47 10:15 9:49 10:01 10:14 10:21 10:34 10:47 11:15 10:48 11:00 11:13 11:20 11:34 11:47 12:15P 11:48 11:59 12:13P 12:20P 12:34P 12:47P 1:15 12:47P 12:59P 1:13 1:20 1:34 1:47 2:15 1:47 1:59 2:13 2:20 2:34 2:48 3:17 3:04 3:18 3:47 2:48 3:01 3:17 3:24 3:38 3:52 4:21 4:03 4:17 4:46 3:43 3:56 4:12 4:19 4:33 4:47 5:16 5:03 5:17 5:46 4:43 4:56 5:12 5:19 5:33 5:47 6:16 5:15 5:28 5:44 5:51 6:05 6:17 6:46 5:56 6:08 6:23 6:30 6:43 6:55 7:24 7:08 7:20 7:49 6:55 7:06 7:20 7:26 7:38 7:50 8:15 7:46 7:57 8:10 8:15 8:27 8:37 8:59 8:46 8:57 9:10 9:15 9:26 9:36 9:58 9:46 9:57 10:10 10:15 10:26 10:36 10:58 11:36 11:58

61 Saturday, Sunday & Holidays Effective Jun Eastbound (Approximate Times) Westbound (Approximate Times) LAX LEIMERT PARK LOS ANGELES SOUTH GATE SOUTH GATE LOS ANGELES LEIMERT PARK LAX City Bus Center Stocker & Crenshaw Expo/Western Station B Jefferson & San Pedro Hooper & Vernon Florence Station Palm & Seville Palm & Seville Florence Station Hooper & Vernon Jefferson & San Pedro Expo/Western Station C Stocker & Crenshaw City Bus Center 5:15A 5:38A 5:47A 5:59A 6:05A 6:18A 6:26A 6:14 6:37 6:47 7:00 7:06 7:19 7:28 6:44 7:07 7:17 7:14 7:37 7:47 8:00 8:06 8:19 8:28 7:44 8:07 8:17 8:13 8:37 8:47 9:00 9:06 9:19 9:29 8:42 9:07 9:17 9:11 9:37 9:47 10:00 10:06 10:21 10:33 10:09 10:37 10:47 11:00 11:07 11:22 11:34 11:08 11:36 11:47 12:01P 12:08P 12:25P 12:37P 12:08P 12:36P 12:47P 1:01 1:08 1:25 1:37 1:08 1:36 1:47 2:00 2:07 2:22 2:34 2:08 2:36 2:47 2:59 3:06 3:21 3:33 3:07 3:35 3:46 3:58 4:05 4:19 4:31 3:38 4:05 4:16 4:08 4:35 4:46 4:58 5:05 5:18 5:30 4:39 5:06 5:17 5:09 5:36 5:47 5:59 6:05 6:18 6:29 5:39 6:06 6:17 6:10 6:36 6:47 6:59 7:05 7:18 7:29 7:12 7:37 7:48 8:00 8:06 8:19 8:28 8:05 8:28 8:39 8:51 8:57 9:10 9:19 9:14 D 9:36 9:47 9:59 10:05 10:18 10:26 10:07 D10:28 11:06 D11:25 12:09A D12:28A 5:16A 5:24A 5:34A 5:40A 5:50A 6:00A 6:28A 6:01 6:11 6:22 6:28 6:40 6:51 7:19 7:10 7:22 7:50 7:00 7:10 7:22 7:28 7:40 7:52 8:22 8:10 8:22 8:52 8:00 8:10 8:22 8:28 8:40 8:52 9:22 9:10 9:22 9:52 9:13 9:24 9:37 9:43 9:55 10:07 10:37 10:11 10:23 10:36 10:42 10:55 11:07 11:37 11:11 11:23 11:36 11:42 11:55 12:07P 12:37P 12:11P 12:23P 12:36P 12:42P 12:55P 1:07 1:37 1:11 1:23 1:36 1:42 1:55 2:07 2:37 1:56 2:08 2:21 2:27 2:40 2:52 3:22 3:10 3:22 3:52 2:56 3:08 3:21 3:27 3:40 3:52 4:22 4:10 4:22 4:52 3:56 4:08 4:21 4:27 4:40 4:52 5:22 5:10 5:22 5:52 4:56 5:08 5:21 5:27 5:40 5:52 6:22 6:09 6:21 6:51 5:55 6:07 6:20 6:26 6:39 6:51 7:21 7:08 7:20 7:50 6:56 7:07 7:20 7:26 7:38 7:50 8:15 7:46 7:57 8:10 8:15 8:27 8:37 8:59 8:46 8:57 9:10 9:15 9:26 9:36 9:58 9:46 9:57 10:10 10:15 10:26 10:36 10:58 11:36 11:58 Saturday, Sunday and Holiday Schedules Saturday, Sunday and Holiday Schedule in effect on New Year s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Special Notes B If no time shown at Jefferson & San Pedro, trip terminates at Figueroa & 33rd, 10 minutes after time shown. C If no time shown at Jefferson & San Pedro, trip originates at Figueroa & 33rd, 14 minutes before time shown. D Trips departing / arriving LAX after 8:00pm will travel via La Cienega Bl to / from Slauson Av. Passengers destined to Downtown Los Angeles should transfer at Crenshaw & Stocker to northbound Line 40 departing approximately at 9:36pm, 10:36pm, 11:36pm and 12:38pm. Horarios de sábado, domingo y días feriados Horarios de sábado, domingo, y días feriados en vigor para New Year s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day y Christmas Day. Avisos especiales B Si no hay horario mostrado en Jefferson y San Pedro, viaje termina en Figueroa y 33rd, 10 minutos despues de la hora mostrada. C Si no hay horario mostrado en Jefferson y San Pedro, viaje comienza en Figueroa y 33rd, 14 minutos antes de la hora mostrada. D Los viajes que parten / llegan á LAX despues de las 8:00pm viajaran a lo largo de La Cienega Bl á / de Slauson Av. Pasajeros con destino al Centro de Los Angeles deberan transbordar en Crenshaw y Stocker a la Linea 40 rumbo al norte partiendo aproximadamente a las 9:36pm, 10:36pm, 11:36pm y 12:38am.

62 LD th St Vicksburg Av T8 C6 R6 217 Jenny Av CE ROUTE MAP (To Culver City) EXPO/ VERMONT EXPO PARK USC 110 (To Downtown Los Angeles) MAP NOTES (To Los Angeles) FLORENCE (To Long Beach) a Palm/Seville Metro 60, 102, 251, 751 b University of Southern California c Exposition Park (Coliseum/Sports Arena) d 37th St Transitway Station Freeway Level Metro 460, Metro Silver Line; CE438, CE448; OCTA 701, 721 Street Level USC Shuttle; LD Southeast e Baldwin Hills Crenshaw Plaza Metro 40, 105, 210, 705, 710, 740, LD f Kenneth Hahn State Recreation g LAX City Bus Center Metro 102, 111, 117, 232, 311; BBB3, R3; BC109; C6, R6; T8 N 38 LD JEFFERSON/ USC LOS ANGELES G1X Exposition Bl LD 41st St Central Av Compton Av Normandie Av Vermont Av Main St Long Beach Av E Santa Fe Av King Bl 38th St Pacific Bl Woodlawn Av Long Beach Av W Seville Av Maple Av Grand Av San Pedro St Hill St Jefferson Bl 37th St Vernon Av Slauson Av Figueroa St Broadway Avalon Bl e M.L. King Jr Bl LEIMERT PARK 54th St Gage Av Florence Av Broadway Palm Pl SOUTH GATE Crenshaw Bl West Bl Angele s Vista Bl Crenshaw Bl La Brea Av Arlington Av Stocke rst Leimert Bl BALDWIN HILLS HYDE PARK Hooper Av METRO BLUE LINE 110 Hyde Av Florence 710 Market St La Brea Av Manchester Bl INGLEWOOD g WINDSOR HILLS 43rd St 212 f Overhill Dr 312 Fairview Av 63rd St Sepulveda Bl 212 INGLEWOOD 405 La Tijera Bl EXPO/ LA BREA EXPO/ CRENSHAW METRO EXPO LINE VIEW PARK Slauson Av EXPO/ WESTERN LD LD LD Santa Rosalia Dr 358 Centinela Av Park Bl WESTCHESTER LEGEND Line 102 Line 102 Late Night Only Timepoint Metro Rail Metro Rail Station Metro Rail Station and Timepoint Transit Center Connecting Line Rapid Connecting Line Santa Monica Big Blue Bus Beach Cities Transit Culver City Bus LADOT Commuter Express Gardena Bus Lines LADOT DASH Rapid Torrance Transit Manchester Av La Cienega Bl Westchester Arbor Vitae St Pkwy R3 Lincoln Blvd Western Av Century Bl Century Bl LAX BBB BC C CE G LD R T

63 Monday through Friday Effective Jun Eastbound to Norwalk (Approximate Times) PLAYA DEL REY Pacific & Culver WEST- CHESTER INGLEWOOD Manchester & Sepulveda Manchester & Market LOS ANGELES FLORENCE SOUTH GATE DOWNEY NORWALK Manchester & Broadway Firestone Blue Line Station Firestone & Garfield Firestone & Lakewood Norwalk Station 4:46A 4:54A 5:12A 5:20A 5:30A 5:15 5:24 5:42 5:50 6:00 5:25A 5:42 5:51 6:10 6:19 6:30 5:33A 5:44 6:01 6:11 6:30 6:39 6:50 5:45 5:56 6:13 6:23 6:43 6:53 5:54 6:05 6:22 6:32 6:52 7:01 7:12 6:04 6:15 6:32 6:42 7:02 7:13 6:00A 6:12 6:23 6:42 6:52 7:13 7:24 7:35 6:22 6:33 6:52 7:02 7:24 7:35 6:31 6:42 7:01 7:11 7:33 7:44 7:55 6:27 6:39 6:50 7:10 7:20 7:41 7:52 6:47 6:58 7:19 7:29 7:51 8:02 8:13 6:55 7:07 7:28 7:38 8:00 8:10 7:04 7:16 7:37 7:47 8:09 8:19 8:30 7:00 7:13 7:25 7:46 7:56 8:17 8:27 7:23 7:35 7:56 8:06 8:27 8:37 8:48 7:33 7:45 8:06 8:16 8:37 8:47 8:58 7:45 7:57 8:18 8:28 8:49 8:59 9:10 7:44 7:57 8:10 8:31 8:41 9:02 9:13 8:13 8:26 8:48 8:58 9:19 9:29 9:40 8:15 8:28 8:41 9:03 9:13 9:34 9:45 8:46 8:59 9:21 9:31 9:52 10:03 10:14 8:51 9:05 9:18 9:41 9:51 10:12 10:24 9:25 9:38 10:01 10:12 10:33 10:44 10:55 9:31 9:44 9:57 10:21 10:32 10:54 11:06 10:03 10:17 10:41 10:52 11:14 11:26 11:38 10:10 10:23 10:37 11:01 11:12 11:34 11:47 10:42 10:56 11:21 11:32 11:54 12:07P 12:19P 10:49 11:02 11:16 11:40 11:52 12:14P 12:27 11:21 11:35 11:59 12:12P 12:34 12:46 12:58 11:27 11:40 11:55 12:20P 12:32 12:54 1:06 12:01P 12:16P 12:41 12:52 1:14 1:26 1:38 12:01P 12:16 12:31 12:56 1:07 1:28 1:41 12:32 12:46 1:11 1:22 1:43 1:56 12:44 12:58 1:23 1:34 1:55 2:08 2:20 12:41 12:56 1:10 1:35 1:46 2:07 2:20 F 1:03 1:17 1:42 F 1:05 1:19 1:44 1:06 1:20 1:45 1:56 2:17 2:30 2:42 1:16 1:30 1:55 2:06 2:27 2:40 1:25 1:40 2:05 2:16 2:38 2:51 3:03 F 1:34 1:49 2:14 1:20 1:35 1:50 2:15 2:26 2:49 3:02 F 1:36 1:51 2:16 F 1:38 1:53 2:18 1:46 2:01 2:26 2:37 3:00 3:12 3:24 1:55 2:10 2:35 2:46 3:09 3:22 F 1:58 2:13 2:39 F 1:59 2:14 2:40 F 2:00 2:15 2:41 2:04 2:19 2:45 2:56 3:19 3:31 3:43 2:01 2:16 2:31 2:57 3:08 3:31 3:44 2:29 2:44 3:10 3:21 3:43 3:55 4:07 2:38 2:53 3:19 3:30 3:52 4:05 2:48 3:03 3:29 3:40 4:02 4:14 4:26 2:41 2:56 3:11 3:37 3:48 4:10 4:22 3:06 3:21 3:47 3:58 4:20 4:33 3:15 3:30 3:56 4:07 4:29 4:41 4:54 E 3:19 3:34 4:00 E 3:21 3:36 4:02 3:24 3:39 4:05 4:16 4:38 4:51 E 3:30 3:45 4:11 3:33 3:48 4:14 4:25 4:47 4:59 5:12 3:26 3:42 3:57 4:23 4:34 4:56 5:08 3:51 4:06 4:32 4:43 5:05 5:17 5:30 4:00 4:15 4:41 4:52 5:14 5:27 4:09 4:24 4:50 5:01 5:23 5:35 5:48 4:17 4:32 4:58 5:09 5:31 5:43 4:10 4:25 4:40 5:06 5:17 5:39 5:50 6:03 4:33 4:48 5:14 5:25 5:47 5:58 4:41 4:56 5:22 5:33 5:55 6:06 6:18 4:49 5:04 5:30 5:41 6:03 6:14 4:58 5:13 5:39 5:50 6:12 6:23 6:35 5:07 5:22 5:48 5:59 6:21 6:32 5:16 5:31 5:57 6:08 6:30 6:40 6:51 5:08 5:25 5:40 6:06 6:17 6:39 6:49 5:35 5:50 6:15 6:26 6:48 6:58 7:09 5:45 6:00 6:25 6:36 6:58 7:08 5:59 6:13 6:37 6:48 7:09 7:19 7:30 5:59 6:14 6:28 6:52 7:03 7:23 7:33 6:34 6:47 7:10 7:20 7:40 7:50 8:00 6:52 7:05 7:27 7:37 7:56 8:05 8:15 6:54 7:06 7:19 7:41 7:51 8:09 8:18 8:28 7:31 7:43 8:05 8:14 8:32 8:41 8:50 7:39 7:51 8:03 8:23 8:32 8:49 8:58 8:11 8:23 8:42 8:51 9:08 9:16 9:26 8:25 8:37 8:49 9:08 9:16 9:33 9:41 9:50 8:58 9:10 9:22 9:41 9:49 10:05 10:13 10:22 9:39 9:50 10:02 10:20 10:28 10:43 10:51 11:00 10:22 10:33 10:45 11:01 11:09 11:24 11:32 11:40 11:21 11:32 11:48 11:56 12:11A 12:19A 12:27A Westbound to Playa del Rey (Approximate Times) NORWALK DOWNEY SOUTH GATE FLORENCE Firestone Firestone Norwalk Station & Lakewood & Garfield Firestone Blue Line Station LOS ANGELES INGLEWOOD Manchester & Broadway Manchester & Market WEST- CHESTER Manchester & Sepulveda PLAYA DEL REY Pacific 4:26A 4:36A 4:45A 5:01A 5:10A 5:26A 5:39A 5:51A 4:52 5:02 5:11 5:27 5:36 5:52 6:03 5:09 5:20 5:29 5:46 5:55 6:12 6:25 6:39 5:22 5:33 5:43 6:00 6:10 6:28 6:41 5:36 5:47 5:57 6:15 6:25 6:45 6:58 B 6:22 6:32 6:52 A 7:07 5:49 6:00 6:10 6:28 6:39 6:59 7:15 7:31 B 6:34 6:45 7:05 7:17 6:00 6:12 6:22 6:40 6:51 7:11 A 7:27 B 6:44 6:55 7:15 A 7:31 6:20 6:30 6:48 6:59 7:19 A 7:35 B 6:52 7:03 7:23 A 7:39 6:15 6:27 6:37 6:55 7:07 7:27 7:43 8:00 B 6:59 7:11 7:31 A 7:47 6:35 6:45 7:03 7:15 7:36 A 7:52 B 7:07 7:19 7:40 A 7:56 6:30 6:43 6:53 7:12 7:24 7:45 7:58 6:48 6:58 7:18 7:30 7:52 8:08 B 7:25 7:38 8:00 8:15 6:48 7:01 7:13 7:33 7:46 8:07 8:22 8:39 7:08 7:20 7:41 7:54 8:15 8:29 7:03 7:17 7:29 7:50 8:03 8:24 8:39 7:27 7:40 8:01 8:13 8:34 8:49 9:05 7:24 7:38 7:51 8:12 8:24 8:45 9:00 7:49 8:02 8:23 8:35 8:56 9:10 7:46 8:01 8:13 8:34 8:46 9:08 9:22 8:12 8:24 8:45 8:57 9:19 9:33 9:48 8:13 8:27 8:39 9:00 9:12 9:34 9:47 8:32 8:46 8:58 9:18 9:30 9:53 10:07 10:21 8:53 9:07 9:18 9:37 9:49 10:11 10:24 9:26 9:38 9:57 10:09 10:31 10:45 10:59 9:32 9:46 9:58 10:17 10:29 10:53 11:05 10:06 10:18 10:37 10:49 11:13 11:27 11:41 10:11 10:25 10:37 10:56 11:09 11:32 11:45 10:44 10:56 11:16 11:29 11:53 12:07P 12:20P 10:50 11:04 11:16 11:37 11:49 12:13P 12:27 11:24 11:36 11:56 12:09P 12:32 12:46 12:59 11:28 11:43 11:56 12:16P 12:29 12:53 1:06 12:02P 12:15P 12:36 12:50 1:14 1:28 1:41 12:08P 12:23 12:36 12:57 1:10 1:34 1:47 12:43 12:56 1:17 1:30 1:54 2:08 2:22 12:43 12:58 1:11 1:32 1:44 2:08 2:21 1:10 1:23 1:44 1:56 2:19 2:32 C 1:53 2:05 1:08 1:22 1:35 1:56 2:09 2:32 2:46 1:34 1:47 2:08 2:21 2:43 2:57 3:11 1:32 1:47 2:00 2:21 2:34 2:56 3:09 2:00 2:13 2:34 2:46 3:08 3:21 1:56 2:11 2:24 2:46 2:58 3:19 3:32 3:46 2:20 2:33 2:56 3:08 3:29 3:42 D 3:02 3:14 2:28 2:42 3:05 3:17 3:38 3:51 2:20 2:36 2:50 3:13 3:25 3:46 3:59 2:45 2:59 3:22 3:34 3:55 4:08 2:39 2:54 3:08 3:31 3:43 4:04 4:17 3:03 3:17 3:40 3:52 4:13 4:26 4:40 2:58 3:13 3:27 3:50 4:02 4:23 4:36 3:23 3:37 4:00 4:12 4:33 4:46 3:18 3:33 3:47 4:10 4:22 4:43 4:56 3:43 3:57 4:20 4:32 4:53 5:07 3:39 3:54 4:08 4:31 4:43 5:04 5:18 4:06 4:20 4:42 4:54 5:15 5:28 5:43 4:01 4:17 4:31 4:53 5:05 5:26 5:38 4:28 4:42 5:04 5:16 5:36 5:49 4:23 4:39 4:53 5:15 5:27 5:47 6:00 4:50 5:04 5:26 5:38 5:58 6:10 4:46 5:02 5:16 5:38 5:50 6:10 6:22 6:37 5:14 5:28 5:50 6:02 6:22 6:35 5:11 5:27 5:40 6:02 6:14 6:34 6:46 5:42 5:55 6:16 6:28 6:47 6:59 7:12 5:42 5:58 6:11 6:32 6:43 7:02 7:14 6:13 6:26 6:47 6:58 7:17 7:28 7:41 6:28 6:41 7:02 7:13 7:32 7:44 6:31 6:46 6:59 7:20 7:31 7:50 8:01 8:15 6:55 7:09 7:21 7:41 7:53 8:12 8:23 8:37 7:23 7:36 7:48 8:08 8:18 8:37 8:48 7:50 8:03 8:15 8:34 8:43 9:02 9:12 9:24 8:16 8:29 8:40 8:58 9:07 9:24 9:34 9:46 8:43 8:55 9:06 9:24 9:33 9:49 9:59 10:11 9:37 9:48 9:59 10:17 10:26 10:42 10:53 10:40 10:51 11:00 11:17 11:26 11:42 11:52 & Culver Sunday and Holiday Schedules Horarios de domingo y días feriados Sunday and Holiday Schedule in effect on New Year s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Horarios de domingo y días feriados en vigor para New Year s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day y Christmas Day. Special Notes - Contact Customer Information for exact days of operation. Aviso Especial - Favor de hablar al Centro de Servicio al Cliente para dias exactos de operacion. A Operates school days only. Continues via Manchester Av. (Westchester High School) and terminates at 92nd St. and Falmouth Av. (St. Bernard High School) 11 minutes after time shown. B Operates school days only. Originates at Firestone Bl. & Atlantic Av minutes before time shown. C Operates Thursday school days only. Originates at Firestone Bl. & Otis St. (South Gate Middle School) 13 minutes before time shown. D Operates school days except Thursday. Originates at Firestone Bl. & Otis St. (South Gate Middle School) 14 minutes before time shown. E Operates school days only. Originates at 91st St. and Hastings Av. (Westchester High School) eight minutes before time shown. F Operates on early dismissal school days only. Originates at 91st St. and Hastings Av. (Westchester H.S.) eight minutes before time shown. Phone Metro Information for exact days of operation. G Originates at Firestone Bl. & Atlantic Av minutes before time shown. H Terminates at Firestone Bl and California Av 10 minutes after time shown. I If no time shown for Manchester & Sepulveda, trip starts at the Inglewood Transit Center 1 minute before time shown for Manchester & Market. J If no time shown for Manchester & Sepulveda, trip terminates at the Inglewood Transit Center 1-2 minutes after time shown for Manchester & Market. A Opera los dias de escuela solamente. Continua via Manchester Ave. (Westchester High School) y termina en 92nd St. y Falmouth Ave. (St. Bernard High School) 11 minutos despues de la hora mostrada. B Opera los dias de escuela solamente. Comienza en Firestone Bl. y Atlantic Av minutos antes de la hora mostrada. C Opera los juves dias de escuela solamente.comienza en Firestone Bl. y California Ave. 13 minutos antes de la hora mostrada. D Opera los dias de escuela excepto los juves. Comienza en Firestone Bl. y Otis St. (South Gate Middle School) 14 minutos antes de la hora mostrada. E Opera los dias de escuela solamente. Comienza en 91St St. y Hastings Ave. (Westchester High School) ocho minutos antes de la hora mostrada. F Opera los dias temprano de escuela solamente. Comienza en 91st y Hastings Av (Westchester H.S.) ocho minutos antes de la hora mostrada. Favor de hablar al Centro de Servicio al Cliene Metro para dias exactos de operacion. G Comienza en Firestone Bl. y Atlantic Ave minutos antes de la hora mostrada. H Termina en Firestone Bl y California Av 10 minutos despues de la hora mostrada. I Si ningún tiempo mostrado para Manchester & Sepulveda, el viaje comienza en Inglewood Transit Center 1 minuto antes del tiempo mostrado para Manchester y Market. J Si ningún tiempo mostrado para Manchester & Sepulveda, el viaje termina en Inglewood Transit Center 1-2 minutos despues del tiempo mostrado para Manchester y Market.

64 Saturday Effective Jun Eastbound to Norwalk (Approximate Times) PLAYA DEL REY Pacific & Culver WEST- CHESTER INGLEWOOD Manchester & Sepulveda Manchester & Market I LOS ANGELES FLORENCE SOUTH GATE DOWNEY NORWALK Manchester & Broadway Firestone Blue Line Station Firestone & Garfield Firestone & Lakewood Norwalk Station 4:46A 4:54A 5:10A 5:19A 5:29A 5:40 5:49 6:07 6:17 6:27 6:25 6:35 6:54 7:04 7:14 6:14A 6:23A 6:35A 6:55 7:05 7:24 7:34 7:44 6:43 6:55 7:15 7:25 7:44 7:54 7:21 7:42 7:52 8:11 8:21 8:31 7:22 7:33 7:46 8:07 8:17 8:36 8:46 8:57 8:05 8:27 8:37 8:57 9:08 8:00 8:12 8:26 8:47 8:57 9:18 9:29 9:40 8:44 9:05 9:15 9:37 9:48 9:02 9:23 9:33 9:55 10:07 10:18 8:52 9:05 9:19 9:41 9:51 10:13 10:26 9:23 9:37 9:59 10:10 10:32 10:44 10:56 9:54 10:17 10:28 10:52 11:05 9:49 10:02 10:16 10:40 10:51 11:15 11:28 11:40 10:23 10:37 11:01 11:13 11:37 11:50 12:02P 10:57 11:22 11:34 11:58 12:11P 12:23 10:48 11:01 11:15 11:40 11:52 12:17P 12:31 11:31 11:58 12:10P 12:35 12:48 1:00 11:35 11:49 12:14P 12:26 12:51 1:05 12:05P 12:30 12:42 1:07 1:20 1:32 11:54 12:07P 12:21 12:45 12:57 1:21 1:35 12:23 12:37 1:02 1:14 1:37 1:50 2:02 12:52 1:17 1:29 1:53 2:06 1:07 1:32 1:44 2:08 2:21 2:34 12:54P 1:07 1:22 1:47 1:59 2:22 2:35 1:37 2:02 2:14 2:37 2:49 3:01 1:52 2:17 2:29 2:52 3:05 2:07 2:32 2:44 3:06 3:18 3:30 1:55 2:08 2:23 2:47 2:59 3:20 3:32 3:44 2:23 2:38 3:02 3:14 3:35 3:47 3:59 2:49 3:14 3:26 3:47 3:58 3:04 3:29 3:41 4:02 4:13 4:25 2:52 3:05 3:20 3:44 3:56 4:17 4:28 3:20 3:35 3:59 4:11 4:32 4:43 4:55 3:50 4:14 4:26 4:47 4:58 4:05 4:29 4:41 5:02 5:13 5:25 3:53 4:06 4:21 4:44 4:56 5:17 5:28 4:24 4:39 5:02 5:14 5:35 5:46 5:58 4:56 5:20 5:32 5:53 6:04 4:48 5:01 5:15 5:38 5:50 6:11 6:22 6:33 5:20 5:34 5:57 6:08 6:29 6:39 6:50 5:54 6:17 6:28 6:48 6:58 7:09 5:52 6:05 6:19 6:42 6:52 7:11 7:20 7:31 6:45 7:07 H 7:17 6:48 7:01 7:15 7:37 7:47 8:07 8:16 8:26 7:30 7:43 8:05 H 8:15 7:54 8:06 8:19 8:41 8:51 9:10 9:18 9:28 8:58 9:10 9:22 9:41 9:49 10:05 10:13 10:22 9:39 9:50 10:02 10:20 10:28 10:43 10:51 11:00 10:22 10:33 10:44 11:01 11:09 11:24 11:32 11:40 11:21 11:32 11:48 11:56 12:11A 12:19A 12:27A Westbound to Playa del Rey (Approximate Times) NORWALK DOWNEY SOUTH GATE FLORENCE Norwalk Station Firestone & Lakewood Firestone & Garfield Firestone Blue Line Station LOS ANGELES INGLEWOOD Manchester & Broadway Manchester & Market J WEST- CHESTER Manchester & Sepulveda PLAYA DEL REY Pacific G 5:19A 5:27A 5:41A 5:52A 6:04A 5:41A 5:50A 5:59A 6:16 6:25 6:43 6:55 7:07 6:02 6:13 6:22 6:39 6:48 7:07 6:17 6:28 6:37 6:54 7:03 7:22 7:36 7:50 6:38 6:50 6:59 7:16 7:26 7:45 6:57 7:09 7:19 7:36 7:46 8:05 8:20 8:33 7:16 7:28 7:38 7:55 8:06 8:27 7:35 7:47 7:57 8:15 8:26 8:48 9:02 8:06 8:17 8:35 8:46 9:08 9:22 9:36 8:13 8:26 8:37 8:56 9:07 9:29 8:46 8:57 9:16 9:27 9:49 10:02 8:53 9:06 9:17 9:36 9:47 10:09 10:22 10:36 9:25 9:36 9:55 10:07 10:30 9:31 9:44 9:56 10:15 10:27 10:51 11:04 10:02 10:15 10:36 10:48 11:11 11:25 11:37 10:07 10:21 10:34 10:55 11:08 11:31 10:41 10:54 11:15 11:28 11:53 12:07P 10:46 11:00 11:14 11:35 11:48 12:12P 12:26 12:39P 11:19 11:33 11:54 12:08P 12:32 11:22 11:37 11:51 12:12P 12:26 12:50 11:55 12:10P 12:31 12:44 1:08 1:24 1:37 11:58 12:13P 12:28 12:49 1:02 1:26 12:15P 12:30 12:45 1:06 1:20 1:44 1:58 12:47 1:02 1:23 1:38 2:02 2:15 2:28 12:46 1:02 1:18 1:39 1:54 2:18 1:20 1:35 1:56 2:10 2:34 1:20 1:36 1:50 2:11 2:25 2:49 3:03 1:51 2:06 2:27 2:40 3:04 3:17 3:30 1:49 2:05 2:21 2:42 2:55 3:18 2:25 2:40 3:01 3:13 3:36 2:26 2:42 2:57 3:17 3:29 3:52 4:05 2:58 3:13 3:34 3:47 4:09 4:22 4:35 3:02 3:18 3:33 3:55 4:07 4:29 3:24 3:39 3:54 4:15 4:27 4:49 5:02 3:43 3:58 4:14 4:35 4:47 5:09 5:21 5:34 4:04 4:20 4:35 4:56 5:08 5:30 4:43 4:57 5:17 5:29 5:51 4:48 5:04 5:18 5:38 5:50 6:11 6:24 6:37 5:25 5:39 5:59 6:11 6:32 5:30 5:46 6:00 6:20 6:32 6:53 7:05 6:09 6:22 6:42 6:53 7:13 7:24 7:36 6:14 6:29 6:43 7:03 7:14 7:33 7:43 6:46 7:01 7:15 7:35 7:46 8:05 8:16 8:28 7:19 7:33 7:46 8:07 8:18 8:38 8:49 7:49 8:03 8:15 8:34 8:44 9:02 9:12 9:24 8:43 8:56 9:07 9:25 9:34 9:50 10:00 10:12 9:37 9:48 9:59 10:17 10:26 10:42 10:53 10:40 10:51 11:00 11:17 11:26 11:42 11:52 & Culver Sunday and Holidays Eastbound to Norwalk (Approximate Times) PLAYA DEL REY Pacific & Culver WEST- CHESTER INGLEWOOD Manchester & Sepulveda Manchester & Market I LOS ANGELES FLORENCE SOUTH GATE DOWNEY NORWALK Manchester & Broadway Firestone Blue Line Station Firestone & Garfield Firestone & Lakewood Norwalk Station 5:38A 5:47A 6:05A 6:14A 6:31A 6:39A 6:49A 6:15A 6:26 6:37 6:55 7:04 7:22 7:30 7:40 6:48 6:59 7:10 7:28 7:37 7:55 8:03 8:13 7:17 7:28 7:39 7:58 8:07 8:25 8:33 8:43 7:45 7:56 8:08 8:28 8:38 8:57 9:06 9:16 8:14 8:25 8:37 8:58 9:08 9:27 9:37 9:47 8:44 8:55 9:07 9:28 9:39 9:59 10:09 10:19 9:14 9:25 9:36 9:58 10:09 10:30 10:40 10:50 9:58 10:22 10:33 10:53 11:04 9:56 10:08 10:20 10:41 10:52 11:12 11:22 11:33 10:39 11:02 11:13 11:32 11:44 10:36 10:48 11:01 11:23 11:34 11:56 12:07P 12:18P 11:18 11:42 11:52 12:14P 12:26 11:17 11:29 11:41 12:04P 12:14P 12:36 12:47 12:59 11:59 12:22 12:32 12:54 1:05 11:56 12:09P 12:21P 12:44 12:54 1:15 1:25 1:37 12:35 1:00 1:11 1:32 1:43 12:34P 12:46 12:59 1:24 1:35 1:55 2:05 2:16 1:16 1:42 1:53 2:14 2:25 1:15 1:27 1:40 2:04 2:15 2:37 2:47 2:58 2:02 2:27 2:37 2:58 3:09 1:56 2:08 2:21 2:44 2:54 3:15 3:26 3:37 2:41 3:06 3:17 3:38 3:49 2:36 2:48 3:01 3:27 3:38 3:59 4:09 4:21 3:26 3:50 4:01 4:21 4:33 3:20 3:32 3:45 4:08 4:18 4:39 4:49 5:01 4:06 4:30 4:40 5:00 5:11 4:00 4:12 4:25 4:48 4:58 5:17 5:26 5:36 4:46 5:10 5:20 5:39 5:48 4:41 4:53 5:05 5:28 5:38 5:57 6:06 6:16 5:29 5:51 6:01 6:19 6:28 5:29 5:41 5:54 6:15 6:25 6:44 6:53 7:03 6:19 6:41 6:51 7:09 7:18 7:28 6:24 6:35 6:47 7:08 7:18 7:36 7:45 7:55 6:54 7:05 7:17 7:37 7:47 8:05 8:14 8:24 7:24 7:35 7:47 8:07 8:16 8:34 8:43 8:53 7:59 8:10 8:22 8:42 8:52 9:09 9:17 9:27 8:58 9:10 9:22 9:41 9:49 10:05 10:13 10:22 9:39 9:50 10:02 10:20 10:28 10:43 10:51 11:00 10:22 10:33 10:45 11:01 11:09 11:24 11:32 11:40 11:21 11:32 11:48 11:56 12:11A 12:19A 12:27A Westbound to Playa del Rey (Approximate Times) NORWALK DOWNEY SOUTH GATE FLORENCE Norwalk Station Firestone & Lakewood Firestone & Garfield Firestone Blue Line Station LOS ANGELES INGLEWOOD Manchester & Broadway Manchester & Market J WEST- CHESTER Manchester & Sepulveda 115 PLAYA DEL REY Pacific G 5:19A 5:27A 5:41A 5:52A 6:04A 5:41A 5:51A 5:59A 6:15 6:23 6:41 6:53 7:05 6:24 6:35 6:44 7:00 7:09 7:27 7:40 7:57 7:02 7:14 7:24 7:40 7:49 8:07 8:19 8:32 7:32 7:44 7:53 8:09 8:19 8:38 8:50 9:02 7:59 8:11 8:21 8:38 8:49 9:08 9:20 9:33 8:27 8:39 8:50 9:08 9:19 9:40 G 9:31 9:41 10:00 10:13 10:24 9:09 9:21 9:32 9:50 10:00 10:22 9:27 9:40 9:51 10:09 10:20 10:40 10:54 11:06 G10:29 10:40 11:01 10:07 10:20 10:31 10:49 11:00 11:20 11:32 11:44 G11:10 11:20 11:42 10:46 10:59 11:11 11:30 11:40 11:59 12:12P 12:24P 11:19 11:31 11:50 11:59 12:22P 11:25 11:38 11:49 12:08P 12:18P 12:38 12:52 1:04 11:57 12:09P 12:28 12:40 1:03 11:59 12:15P 12:27 12:46 12:58 1:19 1:32 1:45 12:39 12:51 1:10 1:22 1:44 12:40P 12:55 1:07 1:26 1:38 2:00 2:12 2:25 1:17 1:29 1:48 2:00 2:23 1:21 1:36 1:48 2:07 2:20 2:43 2:55 3:08 1:56 2:09 2:28 2:40 3:02 2:02 2:17 2:30 2:49 3:01 3:22 3:34 3:46 2:39 2:52 3:11 3:22 3:44 2:44 3:00 3:13 3:32 3:43 4:04 4:17 4:29 3:21 3:34 3:53 4:04 4:25 3:26 3:42 3:55 4:14 4:25 4:45 4:56 5:08 4:03 4:17 4:36 4:46 5:07 4:09 4:24 4:37 4:57 5:07 5:26 5:37 5:49 4:46 4:59 5:18 5:28 5:48 4:53 5:08 5:21 5:40 5:50 6:09 6:20 6:34 5:28 5:41 6:01 6:12 6:31 6:42 6:55 5:39 5:54 6:07 6:27 6:37 6:56 7:07 7:20 6:09 6:24 6:36 6:55 7:05 7:23 7:34 7:47 6:38 6:53 7:05 7:25 7:35 7:52 8:03 7:12 7:27 7:38 7:57 8:07 8:24 8:35 8:48 7:55 8:09 8:20 8:39 8:49 9:06 9:16 9:28 8:43 8:56 9:07 9:25 9:34 9:50 10:00 10:12 9:37 9:48 9:59 10:17 10:26 10:42 10:53 10:40 10:51 11:00 11:17 11:26 11:42 11:52 & Culver

65 Long Beach Bl Garfield Av Paramount Bl Eastern Av Atlantic Av Otis St State St California Av Loyola Bl Emerson Av Metro Blue Line La Tijera Bl Eucalyptus Av Prairie Av Crenshaw Bl Van Ness Av Western Av Normandie Av Vermont Av Broadway Maie Av San Pedro St Avalon Bl Central Av Compton Av Studebaker Rd Firestone Bl Lakewood Bl Santa Fe Av Manchester Grevillea Av La Brea Av Figueroa St Bellflower Bl Hoxie Av LEGEND Route of Line 115 Timepoint Metro Rail Metro Rail Station and Timepoint ### Connecting Line ### Rapid Connecting Line 460 N4 (To Redondo Beach) M BBB Santa Monica s Big Blue Bus C Culver CityBus Lines DL Downey Link LB Long Beach Transit M Montebello Bus Lines N Norwalk Transit R Rapid Lincoln Bl Esplanade Pacific Av Sepulveda Bl Pershing Dr Vista Del Mar MAP NOTES a Norwalk Green Line Station Metro 111, 115, 120, 125, 270, 311, 460, 577; N2, N4, N5; LB172, LB173 b Stonewood Center d Firestone Blue Line Station Metro 55,115, 254, 355 e Manchester Harbor Transitway Station Freeway level Metro 460, 550, Metro Silver Line Street Level Metro 45, 81, 115, 745 f The Forum/Hollywood Park Metro 115, 211, 212, 312 l Loyola Marymount University f i C6 i Westchester High School b 105 NORWALK a Metro Green Line 258 Garfield Av c (To Long Beach) (To Downtown LA) ROUTE MAP (Not to Scale) e d 612 Bl h Culver Bl j Supplemental Service Operate School Days Only A.M. Westbound Service P.M. Eastbound Service BBB3 Hastings Av Gulana 91st St BBB3 PACIFIC OCEAN k Falmouth Av 92nd St l Metro 115, 127, 266; DL c South Gate Middle School h Wright Middle School j k St. Bernard High School Dockweiler State Beach LAX Imperial Hwy Florence Av 111 Market St La Brea Av PLAYA DEL REY WESTCHESTER g Inglewood Transit Center Metro 40, 111, 311, 442, 607, 740 g INGLEWOOD MANCHESTER HARBOR TRANSITWAY STATION Metro Rail Station Transit Center FLORENCE CUDAHY SOUTH GATE DOWNEY NORWALK 127 FIRESTONE R6 102 R3 102

66 SEPULVEDA BLVD OVERLAND AVE NORTH SAN VICENTE BLVD ACKERMAN TURN AROUND VA MEDICAL CENTER STRATHMORE PL CHARLES E. YOUNG DR. S LE CONTE AVE WEYBURN AVE WILSHIRE BLVD FEDERAL BUILDING SAN DIEGO FWY WESTWOOD PLAZA LINDBROOK DR UCLA UCLA MEDICAL CENTER Westwood HAMMER MUSEUM WESTWOOD BLVD SANTA MONICA BLVD SANTA MONICA BLVD CENTURY CITY SHOPPING CTR CENTURY PARK WEST CONSTELLATION BLVD BEVERLY GLEN BLVD WILSHIRE BLVD OLYMPIC BLVD BEVERLY HILLS HIGH SCHOOL CENTURY PARK EAST Century City AVENUE OF THE STARS 20th CENTURY FOX STUDIOS CENTURY CITY HOSPITAL Line 3 ROUTE # TRANSIT CENTER SHOPPING AIRPORT L E G E N D HIGH SCHOOL COLLEGE/UNIVERSITY HOSPITAL MOVIE STUDIO DIRECTION OF TRAVEL MAP NOT TO SCALE Monday - Friday Saturday, Sunday and Holidays (No Service to WLA College on Sundays and Holidays) WILSHIRE BLVD SANTA MONICA BLVD 26th ST OLYMPIC BLVD Santa Monica SANTA MONICA COLLEGE PICO BLVD BUNDY DR CLOVERFIELD BLVDWALGROVE AVE WALGROVE AVE LINCOLN BLVD West Los Angeles OCEAN PARK BLVD SANTA MONICA AIRPORT SANTA MONICA FWY SANTA MONICA COLLEGE BUNDY CAMPUS PALMS BLVD VENICE BLVD DEPARTMENT OF PUBLIC SOCIAL SERVICES BEETHOVEN ST SEPULVEDA BLVD NATIONAL BLVD CENTINELA AVE EAST BOUND ONLY OLYMPIC BLVD SAN DIEGO FWY WESTSIDE PAVILION PICO BLVD PICO BLVD Mar Vista WESTWOOD BLVD NATIONAL WASHINGTON BLVD Palms Rancho Park OVERLAND AVE OVERLAND AVE SEPULVEDA BLVD PL NATIONAL PALMS BLVD BLVD CULVER CENTER VENICE BLVD VENICE BLVD VENICE BLVD WASHINGTON BLVD CULVER BLVD MOTOR AVE MOTOR AVE POST OFFICE Cheviot Hills SENIOR CENTER SONY STUDIOS VETS AUDITORIUM BROTMAN MED CTR CULVER CITY SCHOOLS RT. 5 SERVICE IS ON SCHOOL LIBRARY DAYS ONLY BRADDOCK DR SEPULVEDA BLVD EXPOSITION BLVD ELENDA ST HUGHES AVE Culver City OVERLAND AVE POST OFFICE HAMILTON HIGH SCHOOL CULVER BLVD CULVER STUDIOS CITY HALL POLICE DEPT POST OFFICE MADISON AVE DUQUESNE AVE CULVER CITYBUS FRESHMAN DR Line 5 SANTA MONICA FWY HIGUERA ST JEFFERSON BLVD JEFFERSON WEST LA COLLEGE NATIONAL Blair Hills F ST ALBERT VERA ST Line 5 service is limited to school days only. Line 5 terminates at Culver City Schools. Line 5 runs eastbound only. BLVD KAISER PERMANENTE WASHINGTON BLVD RODEO RD RODEO RD BLVD B ST HAYDEN AVE WARNER HOLDREDGE BOWCROFT ST LA CIENEGA BLVD EASTHAM DR WRIGHTCREST DR JEFFERSON BLVD LENAWEE AVE STONEVIEW DR LA CIENEGA BLVD FAIRFAX AVE WEST LA TRANSIT CENTER ADAMS BLVD Baldwin Hills HAUSER BLVD LA BREA AVE STOCKER ST MAIN ST WINDWARD AVE Venice ABBOT KINNEY BLVD WINDWARD CIRCLE POST OFFICE VENICE BEACH VENICE PIER GRAND BLVD PACIFIC AVE VENICE CANALS VENICE BLVD VIA WASHINGTON BLVD MARINA LINCOLN BLVD MARINA DEL REY FIJI WY VENICE HIGH SCHOOL MAXELLA AVE LINCOLN BLVD BALI WY GLENCOE FIJI WY ADMIRALTY WY MINDANAO WY AVE Marina Del Rey ALLA RD DANIEL FREEMAN MARINA HOSPITAL LINCOLN BLVD CULVER BLVD JEFFERSON BLVD MARINA FWY INGLEWOOD BLVD Playa Vista SAWTELLE BLVD KAISER PERMANENTE TEALE MESMER JEFFERSON BLVD AVE CENTINELA AVE CENTER DR HOWARD HUGHES ST PLAYA WESTFIELD CULVER CITY MALL GREEN CULVER CITY TRANSIT CTR. SLAUSON AVE HOWARD HUGHES CENTER PARK TERRACE HANNUM AVE CORPORATE POINTE VALLEY BRISTOL PKWY CIR BUCKINGHAM PKWY PEPPERDINE UNIVERSITY HANNUM AVE SAN DIEGO FWY Ladera Heights TIJERA LA BLVD CENTINELA AVE SLAUSON AVE FISHERMAN S VILLAGE LOYOLA MARYMOUNT UNIVERSITY Inglewood LA BREA AVE Playa Del Rey OTIS COLLEGE OF ART & DESIGN Westchester SEPULVEDA BLVD MANCHESTER BLVD LA TIJERA BLVD FLORENCE AVE HILLCREST BLVD MARKET ST WESTCHESTER PKWY SYSTEM MAP LOS ANGELES INTERNATIONAL AIRPORT LAX CITY BUS CENTER 96th ST JENNY AVE AIRPORT BLVD CENTURY BLVD AVIATION BLVD AVIATION BLVD INGLEWOOD AVE LA BREA AVE IMPERIAL HWY 116th ST M METRO GREEN LINE STATION CENTURY FWY

67 6 SEPULVEDA BLVD. Monday - Friday Northbound Southbound Metro Green Line Station LAX Transit Center Sepulveda & Manchester Culver City Transit Center Sepulveda & Washington Sepulveda & Pico Westwood & Wilshire UCLA - 5:00 AM 5:06 AM 5:16 AM 5:28 AM 5:38 AM 5:49 AM 5:57 AM :22 AM 5:33 AM 5:39 AM 5:49 AM - 5:20 5:26 5:36 5:48 5:58 6:09 6: :42 5:53 5:59 6:09 5:32 AM 5:40 5:46 5:56 6:08 6:18 6:29 6:37 5:22 AM 5:30 AM 5:42 AM 5:52 AM 6:02 6:13 6:19 6:29 5:52 6:00 6:06 6:16 6:28 6:38 6:49 6:57 5:42 5:50 6:02 6:12 6:22 6:33 6:39 6:49 6:12 6:20 6:26 6:36 6:48 6:58 7:09 7:17 6:02 6:10 6:22 6:32 6:42 6:53 6:59 7:09 6:29 6:38 6:44 6:55 7:08 7:19 7:31 7:39 6:22 6:30 6:42 6:52 7:02 7:13 7:19 7:29 6:46 6:56 7:02 7:13 7:28 7:40 7:52 8:00 6:42 6:50 7:02 7:14 7:24 7:35 7:41 7:51 7:06 7:16 7:22 7:33 7:48 8:00 8:12 8:20 7:02 7:10 7:22 7:34 7:44 7:55 8:01 8:11 7:26 7:36 7:42 7:53 8:08 8:20 8:32 8:40 7:22 7:30 7:42 7:54 8:04 8:15 8:21 8:31 7:46 7:56 8:02 8:13 8:28 8:40 8:52 9:00 7:42 7:50 8:02 8:14 8:24 8:35 8:41 8:51 8:06 8:16 8:22 8:33 8:48 9:00 9:12 9:20 8:02 8:10 8:22 8:34 8:44 8:55 9:01 9:11 8:21 8:31 8:37 8:48 9:03 9:15 9:27 9:35 8:22 8:30 8:42 8:54 9:04 9:15 9:21 9:31 8:36 8:46 8:52 9:03 9:18 9:30 9:42 9:50 8:42 8:50 9:02 9:14 9:24 9:35 9:41 9:51 8:53 9:03 9:09 9:19 9:32 9:44 9:55 10:05 8:55 9:03 9:15 9:27 9:37 9:48 9:54 10:04 9:08 9:18 9:24 9:34 9:47 9:59 10:10 10:20 9:08 9:16 9:28 9:40 9:50 10:01 10:07 10:17 9:23 9:33 9:39 9:49 10:02 10:14 10:25 10:35 9:23 9:31 9:43 9:55 10:05 10:16 10:22 10:32 9:38 9:48 9:54 10:04 10:17 10:29 10:40 10:50 9:38 9:46 9:58 10:10 10:20 10:31 10:37 10:47 9:53 10:03 10:09 10:19 10:32 10:44 10:55 11:05 9:53 10:01 10:13 10:25 10:35 10:46 10:52 11:02 10:08 10:18 10:24 10:34 10:47 10:59 11:10 11:20 10:08 10:18 10:30 10:41 10:50 11:01 11:07 11:17 10:23 10:33 10:39 10:49 11:02 11:14 11:25 11:35 10:23 10:33 10:45 10:56 11:05 11:16 11:22 11:32 10:38 10:48 10:54 11:04 11:17 11:29 11:40 11:50 10:38 10:48 11:00 11:11 11:20 11:31 11:37 11:47 10:53 11:03 11:09 11:19 11:32 11:44 11:55 12:05 PM 10:53 11:03 11:15 11:26 11:35 11:46 11:52 12:02 PM 11:08 11:18 11:24 11:34 11:47 11:59 12:10 PM 12:20 11:08 11:18 11:30 11:41 11:50 12:01 PM 12:07 PM 12:17 11:23 11:33 11:39 11:49 12:02 PM 12:14 PM 12:25 12:35 11:23 11:33 11:45 11:56 12:05 PM 12:16 12:22 12:32 11:38 11:48 11:54 12:04 PM 12:17 12:29 12:40 12:50 11:38 11:48 12:00 PM 12:11 PM 12:20 12:31 12:37 12:47 11:53 12:03 PM 12:09 PM 12:19 12:32 12:44 12:55 1:05 11:53 12:03 PM 12:15 12:26 12:35 12:46 12:52 1:02 12:08 PM 12:18 12:24 12:34 12:47 12:59 1:10 1:20 12:08 PM 12:18 12:30 12:41 12:50 1:01 1:07 1:17 12:23 12:33 12:39 12:49 1:02 1:14 1:25 1:35 12:23 12:33 12:45 12:56 1:05 1:16 1:22 1:32 12:38 12:48 12:54 1:04 1:17 1:29 1:40 1:50 12:38 12:48 1:00 1:11 1:20 1:31 1:37 1:47 12:53 1:03 1:09 1:19 1:32 1:44 1:55 2:05 12:53 1:03 1:15 1:26 1:35 1:46 1:52 2:02 1:08 1:18 1:24 1:34 1:47 1:59 2:10 2:20 1:08 1:18 1:30 1:41 1:50 2:01 2:07 2:17 1:23 1:33 1:39 1:49 2:02 2:14 2:25 2:35 1:23 1:33 1:45 1:56 2:05 2:16 2:22 2:32 1:38 1:48 1:54 2:04 2:17 2:29 2:40 2:50 1:38 1:48 2:00 2:11 2:20 2:31 2:37 2:47 1:53 2:03 2:09 2:19 2:32 2:44 2:55 3:05 1:53 2:03 2:15 2:26 2:35 2:46 2:52 3:02 2:08 2:18 2:24 2:34 2:47 2:59 3:10 3:20 2:08 2:19 2:32 2:44 2:55 3:07 3:13 3:23 2:28 2:38 2:44 2:54 3:07 3:19 3:30 3:40 2:22 2:34 2:47 3:00 3:15 3:27 3:33 3:43 2:48 2:58 3:04 3:14 3:27 3:39 3:50 4:00 2:42 2:54 3:07 3:20 3:35 3:47 3:53 4:03 3:07 3:17 3:24 3:34 3:46 3:59 4:11 4:19 3:02 3:14 3:27 3:40 3:55 4:07 4:13 4:23 3:27 3:37 3:44 3:54 4:06 4:19 4:31 4:39 3:22 3:34 3:47 4:00 4:15 4:27 4:33 4:43 3:47 3:57 4:04 4:14 4:26 4:39 4:51 4:59 3:42 3:54 4:07 4:20 4:35 4:47 4:53 5:03 4:07 4:17 4:24 4:34 4:46 4:59 5:11 5:19 4:02 4:14 4:27 4:40 4:55 5:07 5:13 5:23 4:27 4:37 4:44 4:54 5:06 5:19 5:31 5:39 4:22 4:34 4:47 5:00 5:15 5:27 5:33 5:43 4:47 4:57 5:04 5:14 5:26 5:39 5:51 5:59 4:42 4:54 5:07 5:20 5:35 5:47 5:53 6:03 5:07 5:17 5:24 5:34 5:46 5:59 6:11 6:19 5:02 5:14 5:27 5:40 5:55 6:07 6:13 6:23 5:27 5:37 5:44 5:54 6:06 6:19 6:31 6:39 5:22 5:34 5:47 6:00 6:15 6:27 6:33 6:43 5:47 5:57 6:04 6:14 6:26 6:39 6:51 6:59 5:42 5:54 6:07 6:20 6:35 6:47 6:53 7:03 6:07 6:17 6:24 6:34 6:46 6:59 7:11 7:19 6:02 6:14 6:27 6:40 6:55 7:07 7:13 7:23 6:27 6:37 6:44 6:54 7:06 7:19 7:31 7:39 6:24 6:34 6:46 6:59 7:10 7:22 7:28 7:38 6:47 6:57 7:04 7:14 7:26 7:39 7:51 7:59 6:45 6:53 7:05 7:17 7:27 7:38 7:44 7:54 7:07 7:17 7:24 7:34 7:46 7:59 8:11 8:19 7:05 7:13 7:25 7:37 7:47 7:58 8:04 8:14 7:32 7:42 7:49 7:59 8:11 8:24 8:36 8:44 7:25 7:33 7:45 7:57 8:07 8:18 8:24 8:34 7:57 8:07 8:14 8:24 8:35 8:46 8:57 9:05 7:45 7:53 8:05 8:17 8:27 8:38 8:44 8:54 8:43 8:53 8:59 9:09 9:20 9:30 9:40 9:48 8:05 8:13 8:25 8:37 8:47 8:58 9:04 9:14 9:38 9:48 9:54 10:04 10:15 10:25 10:35 10:43 8:25 8:33 8:44 8:55 9:05 9:16 9:21 9:30 10:38 10:48 10:54 11:04 11:15 11:25 11:35 11:43 9:10 9:18 9:28 9:37 9:47 9:58 10:03 10:11 ` 9:50 9:58 10:08 10:17 10:27 10:38 10:43 10:51 10:45 10:53 11:03 11:12 11:22 11:33 11:38 11:46 11:45 11:53 12:03 AM 12:12 AM 12:22 AM 12:33 AM 12:38 AM 12:46 AM UCLA Wilshire & Westwood Sepulveda & Pico Sepulveda & Washington Culver City Transit Center Sepulveda & Manchester LAX Transit Center Metro Green Line Station March 2010 Times are approximate and may vary due to traffic and weather conditions. Times shown are subject to change without notice.

68 TO LAX/EL SEGUNDO Sylmar Metrolink Station A B C D E F G 5:21 5:49 6:14 6:39 7:09 Chatsworth & Gaynor 5:30 6:00 6:25 6:50 7:20 Balboa & Roscoe 5:40 6:10 6:36 7:01 7:31 Encino Park & Ride 5:51 6:21 6:48 7:13 7:43 Howard Hughes Center 6:13 6:45 7:15 7:40 8:10 El Segundo & Nash 6:34 7:08 7:38 8:03 8:33 Space Park & Aviation 6:46 7:20 7:50 8:15 8:45 Passengers boarding within the San Fernando Valley cannot alight within the Valley, except at Encino Park & Ride. No passenger boardings south of Sepulveda Blvd. and Century Blvd. TO ENCINO/GRANADA HILLS Space Park & Aviation G F E D C B A 3:35 4:00 4:30 5:00 6:00 El Segundo & Nash 3:46 4:11 4:41 5:11 6:10 Howard Hughes Center 4:07 4:32 5:03 5:33 6:31 Encino Park & Ride 4:34 5:01 5:35 6:05 6:59 Balboa & Roscoe 4:46 5:13 5:47 6:17 7:11 Chatsworth & Gaynor 4:59 5:27 6:01 6:31 7:23 Sylmar Metrolink Station 5:11 5:39 6:13 6:43 7:35 PM times are indicated in bold type. Passengers boarding in El Segundo cannot alight south of Sepulveda Blvd. and Century Blvd. No passenger boardings in the San Fernando Valley except at Encino Park & Ride. Times are approximate and may vary due to traffic and weather conditions. Please plan your trip accordingly. EFFECTIVE NOVEMBER 19, 2012 EFECTIVO 19 NOVIEMBRE, 2012 City of Los Angeles Department of Transportation (213, 310, 323 or/o 818)

69 San Diego EFFECTIVE NOVEMBER 19, 2012 EFECTIVO 19 NOVIEMBRE, 2012 City of Los Angeles Department of Transportation (213, 310, 323 or/o 818) San Diego Fwy SYLMAR/GRANADA HILLS/ENCINO B A C 405 Hart St Orange Line Station Van Nuys Golf Course Balboa Golf Course LOS ANGELES RIVER 101 D Nonstop to Westchester 101 LAX/EL SEGUNDO Jefferson Blvd Nonstop to Encino Slauson Ave E 405 LAX Transit Center 96th Los Angeles International Airport INGLEWOOD Centinela Ave St Howard Hughes Parkway Manchester Ave Sepulveda Blvd Century Blvd 105 Glenn Anderson Fwy Imperial Ave Walnut Ave Douglas Aviation Blvd St Nash St Grand El Segundo ContinentalBlvd F 135th St Utah Ave Rosecrans Ave 33rd St Marine Ave Doolittle Redondo Beach Ave Dr Space Park Dr G A Commuter Express Route 574 Metro Orange Line Metro Green Line Bus Stop Points of Interest Park & Ride lot Time Point Metrolink Metro Station PARK & RIDE LOCATIONS Sylmar Metrolink N. Frank Modugno Dr., Sylmar Caltrans Park & Ride Chatsworth St., Granada Hills St. Stephens Lutheran Church Chatsworth St, Granada Hills Encino Park & Ride 5174 Hayvenhurst Ave, Encino Park & Ride Chatsworth St GRANADA HILLS Los Angeles Reservoir First Sylmar Metrolink Station/ Park & Ride Truman St Brand Blvd Hubbard St Rinaldi St Chatsworth St Devonshire St Nordhoff St North Hills Shopping Center Roscoe Blvd Van Nuys Airport Sherman Way Ave Vanowen St Victory Blvd Hayvenhurst Orion Ave Sepulveda Gaviota Blvd Ave Gaynor Balboa Ave Blvd Park & Ride Blvd Saticoy St Balboa Oxnard St Ventura Fwy Burbank Blvd Center Dr Magnolia Blvd ENCINO Encino Park & Ride Magnolia Blvd

70 APPENDIX D TRAFFIC VOLUME DATA

71 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES THURSDAY, SEPTEMBER 19, :00 AM TO 10:00 AM INTERSECTION N/S LINCOLN BOULEVARD E/W MANCHESTER AVENUE FILE NUMBER: 1-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: LINCOLN BOULEVARD

72 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES THURSDAY, SEPTEMBER 19, :00 PM TO 06:00 PM INTERSECTION N/S LINCOLN BOULEVARD E/W MANCHESTER AVENUE FILE NUMBER: 1-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: LINCOLN BOULEVARD

73 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES THURSDAY, SEPTEMBER 19, :00 AM TO 10:00 AM INTERSECTION N/S EMERSON AVENUE E/W MANCHESTER AVENUE FILE NUMBER: 2-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: EMERSON AVENUE

74 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES THURSDAY, SEPTEMBER 19, :00 PM TO 06:00 PM INTERSECTION N/S EMERSON AVENUE E/W MANCHESTER AVENUE FILE NUMBER: 2-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: EMERSON AVENUE

75 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 AM TO 10:00 AM INTERSECTION N/S SEPULVEDA WESTWAY E/W MANCHESTER AVENUE FILE NUMBER: 3-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA WESTWAY

76 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 PM TO 06:00 PM INTERSECTION N/S SEPULVEDA WESTWAY E/W MANCHESTER AVENUE FILE NUMBER: 3-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA WESTWAY

77 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 AM TO 10:00 AM INTERSECTION N/S SEPULVEDA BOULEVARD E/W MANCHESTER AVENUE FILE NUMBER: 4-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

78 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 PM TO 06:00 PM INTERSECTION N/S SEPULVEDA BOULEVARD E/W MANCHESTER AVENUE FILE NUMBER: 4-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

79 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 AM TO 10:00 AM INTERSECTION N/S LA TIJERA BOULEVARD E/W MANCHESTER AVENUE FILE NUMBER: 5-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: LA TIJERA BOULEVARD

80 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 PM TO 06:00 PM INTERSECTION N/S LA TIJERA BOULEVARD E/W MANCHESTER AVENUE FILE NUMBER: 5-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR MANCHESTER AVENUE DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: LA TIJERA BOULEVARD

81 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 AM TO 10:00 AM INTERSECTION N/S SEPULVEDA BOULEVARD E/W 83RD STREET FILE NUMBER: 6-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR RD STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

82 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 PM TO 06:00 PM INTERSECTION N/S SEPULVEDA BOULEVARD E/W 83RD STREET FILE NUMBER: 6-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR RD STREET DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

83 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 AM TO 10:00 AM INTERSECTION N/S SEPULVEDA BOULEVARD E/W LA TIJERA BOULEVARD FILE NUMBER: 7-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR LA TIJERA BOULEVARD DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

84 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 PM TO 06:00 PM INTERSECTION N/S SEPULVEDA BOULEVARD E/W LA TIJERA BOULEVARD FILE NUMBER: 7-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR LA TIJERA BOULEVARD DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

85 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 AM TO 10:00 AM INTERSECTION N/S SEPULVEDA BOULEVARD E/W WESTCHESTER PARKWAY FILE NUMBER: 8-AM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS A.M. PEAK HOUR WESTCHESTER PARKWAY DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

86 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: OVERLAND TRAFFIC CONSULTANTS, INC. PROJECT: DATE: PERIOD: WEST LOS ANGELES WEDNESDAY, SEPTEMBER 18, :00 PM TO 06:00 PM INTERSECTION N/S SEPULVEDA BOULEVARD E/W WESTCHESTER PARKWAY FILE NUMBER: 8-PM 15 MINUTE TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT HOUR TOTALS SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTALS P.M. PEAK HOUR WESTCHESTER PARKWAY DATA PROVIDED BY: THE TRAFFIC SOLUTION 329 DIAMOND STREET ARCADIA, CALIFORNIA PH: FAX: SEPULVEDA BOULEVARD

87 APPENDIX E LEVEL OF SERVICE WORKSHEETS Existing + Project Future Cumulative (2015)

88 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: LINCOLN BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 810 North-South: 811 North-South: 832 North-South: 833 North-South: 833 CRITICAL VOLUMES East-West: 789 East-West: 790 East-West: 814 East-West: 815 East-West: 815 SUM: 1599 SUM: 1601 SUM: 1646 SUM: 1648 SUM: 1648 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): F F F F F REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-7:49 PM 1 1 lincoln manchester CMA.xls

89 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: LINCOLN BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 807 North-South: 809 North-South: 833 North-South: 834 North-South: 834 CRITICAL VOLUMES East-West: 553 East-West: 554 East-West: 568 East-West: 569 East-West: 569 SUM: 1360 SUM: 1363 SUM: 1401 SUM: 1403 SUM: 1403 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): D D E E E REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-7:51 PM 1 1 lincoln manchester CMA.xls

90 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: EMERSON AVENUE Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 374 North-South: 376 North-South: 381 North-South: 383 North-South: 383 CRITICAL VOLUMES East-West: 600 East-West: 602 East-West: 625 East-West: 627 East-West: 627 SUM: 974 SUM: 978 SUM: 1006 SUM: 1010 SUM: 1010 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): A A A A A REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-7:53 PM 1 2 EMERSON Manchester CMA.xls

91 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: EMERSON AVENUE Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 286 North-South: 287 North-South: 292 North-South: 293 North-South: 293 CRITICAL VOLUMES East-West: 537 East-West: 539 East-West: 560 East-West: 562 East-West: 562 SUM: 823 SUM: 826 SUM: 852 SUM: 855 SUM: 855 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): A A A A A REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-7:54 PM 1 2 EMERSON Manchester CMA.xls

92 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA WESTWAY Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 156 North-South: 158 North-South: 159 North-South: 161 North-South: 161 CRITICAL VOLUMES East-West: 603 East-West: 613 East-West: 628 East-West: 638 East-West: 638 SUM: 759 SUM: 771 SUM: 787 SUM: 799 SUM: 799 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): A A A A A REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-7:56 PM 1 3 SEPULVEDA WEST WAY Manchester CMA.xls

93 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA WESTWAY Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 410 North-South: 411 North-South: 419 North-South: 420 North-South: 420 CRITICAL VOLUMES East-West: 719 East-West: 753 East-West: 746 East-West: 780 East-West: 780 SUM: 1129 SUM: 1164 SUM: 1165 SUM: 1200 SUM: 1200 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): B C C C C REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-7:58 PM 1 3 SEPULVEDA WEST WAY Manchester CMA.xls

94 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 773 North-South: 778 North-South: 814 North-South: 819 North-South: 819 CRITICAL VOLUMES East-West: 578 East-West: 584 East-West: 613 East-West: 620 East-West: 620 SUM: 1351 SUM: 1362 SUM: 1427 SUM: 1439 SUM: 1439 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): D D E E E REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:03 PM 1 4 SEPULVEDA MANCHESTER CMA.xls

95 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: MANCHESTER BOULEVARD Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 780 North-South: 783 North-South: 805 North-South: 817 North-South: 817 CRITICAL VOLUMES East-West: 490 East-West: 490 East-West: 513 East-West: 513 East-West: 513 SUM: 1270 SUM: 1273 SUM: 1318 SUM: 1330 SUM: 1330 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): D D D D D REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:04 PM 1 4 SEPULVEDA MANCHESTER CMA.xls

96 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: MANCHESTER BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: LA TIJERA BOULEVARD Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 309 North-South: 309 North-South: 315 North-South: 315 North-South: 315 CRITICAL VOLUMES East-West: 671 East-West: 675 East-West: 698 East-West: 702 East-West: 702 SUM: 980 SUM: 984 SUM: 1013 SUM: 1017 SUM: 1017 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): A A B B B REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:07 PM 1 5 MANCHESTER LA TIJERA.xls

97 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: MANCHESTER BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: LA TIJERA BOULEVARD Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 259 North-South: 259 North-South: 265 North-South: 265 North-South: 265 CRITICAL VOLUMES East-West: 648 East-West: 649 East-West: 682 East-West: 683 East-West: 683 SUM: 907 SUM: 908 SUM: 947 SUM: 948 SUM: 948 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): A A A A A REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:09 PM 1 5 MANCHESTER LA TIJERA.xls

98 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: 83 STREET Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 1165 North-South: 1168 North-South: 1218 North-South: 1221 North-South: 1221 CRITICAL VOLUMES East-West: 279 East-West: 279 East-West: 285 East-West: 285 East-West: 285 SUM: 1444 SUM: 1447 SUM: 1503 SUM: 1506 SUM: 1506 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): D D E E E REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:11 PM 1 6 SEPULVEDA 83RD CMA.xls

99 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: 83 STREET Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 1178 North-South: 1179 North-South: 1231 North-South: 1233 North-South: 1233 CRITICAL VOLUMES East-West: 161 East-West: 163 East-West: 164 East-West: 166 East-West: 166 SUM: 1339 SUM: 1342 SUM: 1395 SUM: 1399 SUM: 1399 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): C C D D D REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:12 PM 1 6 SEPULVEDA 83RD CMA.xls

100 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: LA TIJERA BOULEVARD Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 658 North-South: 658 North-South: 684 North-South: 685 North-South: 685 CRITICAL VOLUMES East-West: 419 East-West: 428 East-West: 442 East-West: 451 East-West: 451 SUM: 1077 SUM: 1086 SUM: 1126 SUM: 1136 SUM: 1136 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): B B C C C REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:15 PM 1 7 SEPULVEDA LA TIJERA CMA.xls

101 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: LA TIJERA BOULEVARD Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 649 North-South: 649 North-South: 675 North-South: 675 North-South: 675 CRITICAL VOLUMES East-West: 443 East-West: 449 East-West: 462 East-West: 467 East-West: 467 SUM: 1092 SUM: 1098 SUM: 1137 SUM: 1142 SUM: 1142 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): B B C C C REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:16 PM 1 7 SEPULVEDA LA TIJERA CMA.xls

102 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: WESTCHESTER PARKWAY Projection Year: 2015 Peak Hour: AM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 668 North-South: 670 North-South: 696 North-South: 698 North-South: 698 CRITICAL VOLUMES East-West: 343 East-West: 344 East-West: 351 East-West: 353 East-West: 353 SUM: 1011 SUM: 1014 SUM: 1047 SUM: 1051 SUM: 1051 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): B B B B B REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:19 PM 1 8 SEPULVEDA WESTCHESTER CMA.xls

103 Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SEPULVEDA BOULEVARD Year of Count: 2013 Ambient Growth: (%): 1 Conducted by: JO Date: 10/1/ East-West Street: WESTCHESTER PARKWAY Projection Year: 2015 Peak Hour: PM Reviewed by: Project: WLA CHICK-FIL-A No. of Phases Opposed Ø'ing: N/S-1, E/W-2 or Both-3? Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 NB-- 3 SB-- 3 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 ATSAC-1 or ATSAC+ATCS-2? Override Capacity EXISTING CONDITION EXISTING PLUS PROJECT FUTURE CONDITION W/O PROJECT FUTURE CONDITION W/ PROJECT FUTURE W/ PROJECT W/ MITIGATION MOVEMENT No. of Lane Project Total Lane Added Total No. of Lane Added Total No. of Lane Added Total No. of Lane Volume Lanes Volume Traffic Volume Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Volume Volume Lanes Volume Left Through Through-Right Right Left-Through-Right NORTHBOUND SOUTHBOUND EASTBOUND Left Through Through-Right Right Left-Through-Right Left Through Through-Right Right Left-Through-Right WESTBOUND Left Through Through-Right Right Left-Through-Right North-South: 648 North-South: 649 North-South: 665 North-South: 667 North-South: 667 CRITICAL VOLUMES East-West: 366 East-West: 366 East-West: 376 East-West: 376 East-West: 376 SUM: 1014 SUM: 1015 SUM: 1041 SUM: 1043 SUM: 1043 VOLUME/CAPACITY (V/C) RATIO: V/C LESS ATSAC/ATCS ADJUSTMENT: LEVEL OF SERVICE (LOS): B B B B B REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: v/c after mitigation: Significant impacted? NO Fully mitigated? N/A 10/8/2013-8:20 PM 1 8 SEPULVEDA WESTCHESTER CMA.xls

104 APPENDIX F RELATED PROJECTS FLOW MAPS

105

106 APPENDIX G QUEUEING AND SERVICE TIME STUDY

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