TRAFFIC IMPACT STUDY LANKERSHIM/RIVERSIDE MIXED-USE PROJECT City of Los Angeles, California January 24, 2017

Prepared for: Sterling Real Estate Group 9735 Wilshire Boulevard, Suite 416 Beverly Hills, California 90212

LLG Ref. 5-16-0242-1

Under the Supervision of:

20931 Burbank Boulevard Suite C David S. Shender, P.E. Woodland Hills, CA 91367 Principal 818.835.8648 T 818.835.8649 F

TABLE OF CONTENTS

SECTION PAGE

1.0 Introduction ...... 1 1.1 Study Area ...... 3

2.0 Project Description ...... 4 2.1 Site Location ...... 4 2.2 Existing Project Site ...... 4 2.3 Proposed Project Description ...... 4

3.0 Site Access and Circulation ...... 6 3.1 Existing Vehicular Site Access ...... 6 3.2 Vehicular Project Site Access ...... 6

4.0 Existing Street System ...... 7 4.1 Regional Highway System ...... 7 4.2 Local Roadway System ...... 7 4.3 Roadway Descriptions ...... 9 4.4 Public Bus Transit Services ...... 10

5.0 Traffic Counts ...... 13

6.0 Cumulative Development Projects ...... 17 6.1 Related Projects ...... 17 6.2 Ambient Traffic Growth Factor ...... 24

7.0 Traffic Forecasting Methodology ...... 25 7.1 Project Traffic Generation ...... 25 7.2 Project Traffic Distribution and Assignment ...... 26

8.0 Traffic Impact Analysis Methodology ...... 32 8.1 Impact Criteria and Thresholds ...... 32 8.2 LADOT ATSAC/ATCS ...... 33 8.3 Traffic Impact Analysis Scenarios ...... 33

9.0 Traffic Analysis ...... 34 9.1 Existing Conditions ...... 34 9.1.1 Existing Conditions ...... 34 9.1.2 Existing With Project Conditions ...... 34 9.2 Future Conditions ...... 34 9.2.1 Future Cumulative Baseline Conditions ...... 34 9.2.2 Future Cumulative With Project Conditions ...... 38

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TABLE OF CONTENTS (continued)

SECTION PAGE

10.0 Congestion Management Program Traffic Impact Assessment ...... 43 10.1 Intersections ...... 43 10.2 Freeways ...... 43 10.3 Transit Impact Review ...... 44

11.0 Conclusions ...... 45

LIST OF TABLES SECTION—TABLE # PAGE

4–1 Existing Public Transit Routes ...... 11 5–1 Existing Traffic Volumes ...... 14 6–1 Related Projects List and Trip Generation ...... 18 7–1 Project Trip Generation ...... 27 8–1 City of Los Angeles Intersection Impact Threshold Criteria...... 32 9–1 Levels of Service Summary ...... 35

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TABLE OF CONTENTS (continued)

LIST OF FIGURES SECTION—FIGURE # PAGE

1–1 Vicinity Map ...... 2 2–1 Project Site Plan ...... 5 4–1 Existing Lane Configurations ...... 8 4–2 Existing Public Transit Routes ...... 12 5–1 Existing Traffic Volumes – Weekday AM Peak Hour ...... 15 5–2 Existing Traffic Volumes – Weekday PM Peak Hour ...... 16 6–1 Location of Related Projects ...... 21 6–2 Related Projects Traffic Volumes – Weekday AM Peak Hour ...... 22 6–3 Related Projects Traffic Volumes – Weekday PM Peak Hour ...... 23 7–1 Project Trip Distribution ...... 29 7–2 Project Traffic Volumes – Weekday AM Peak Hour ...... 30 7–3 Project Traffic Volumes – Weekday PM Peak Hour ...... 31 9–1 Existing With Project Traffic Volumes – Weekday AM Peak Hour ...... 36 9–2 Existing With Project Traffic Volumes – Weekday PM Peak Hour...... 37 9–3 Future Cumulative Baseline Traffic Volumes – Weekday AM Peak Hour ...... 39 9–4 Future Cumulative Baseline Traffic Volumes – Weekday PM Peak Hour ...... 40 9–5 Future Cumulative With Project Traffic Volumes – Weekday AM Peak Hour ...... 41 9–6 Future Cumulative With Project Traffic Volumes – Weekday PM Peak Hour ...... 42

APPENDICES

APPENDIX

A. Manual Traffic Count Data B. CMA and Levels of Service Explanation CMA Data Worksheets – AM and PM Peak Hours

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TRAFFIC IMPACT STUDY LANKERSHIM/RIVERSIDE MIXED-USE PROJECT City of Los Angeles, California January 24, 2017

1.0 INTRODUCTION This traffic analysis has been conducted to identify and evaluate the potential traffic impacts generated by the proposed Lankershim/Riverside Mixed-Use project (the “Project”) located in the Toluca Lake area of the City of Los Angeles, California. The Project proposes the construction of approximately 5,684 square feet of commercial floor area and up to 179 residential apartment units. The proposed Project site is located at 10850 Riverside Drive, which is at the southwest corner of the Lankershim Boulevard and Riverside Drive intersection. The Project site location and general vicinity are shown in Figure 1–1.

The traffic analysis follows City of Los Angeles traffic study guidelines1 and is consistent with traffic impact assessment guidelines set forth in the Los Angeles County Congestion Management Program2. This traffic analysis evaluates potential Project-related impacts at eight key intersections in the vicinity of the Project site. The study intersections were determined in consultation with City of Los Angeles Department of Transportation (LADOT) staff. The Critical Movement Analysis method was used to determine Volume-to-Capacity ratios and corresponding Levels of Service for all eight study intersections. A review also was conducted of Los Angeles County Metropolitan Transportation Authority freeway and intersection monitoring stations to determine if a Congestion Management Program transportation impact assessment analysis is required for the Project.

This study (i) presents existing traffic volumes, (ii) includes existing traffic volumes with the forecast net new traffic volumes from the Project, (iii) recommends mitigation measures, where necessary, (iv) forecasts future cumulative baseline traffic volumes, (v) forecasts future traffic volumes with the Project, (vi) determines future forecast with Project-related impacts, and (vii) recommends mitigation measures, where necessary.

1 Traffic Study Policies and Procedures, City of Los Angeles Department of Transportation, August 2014. 2 2010 Congestion Management Program for Los Angeles County, Los Angeles County Metropolitan Transportation Authority, 2010.

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1.1 Study Area Upon coordination with LADOT staff, eight study intersections have been identified for evaluation. All of the intersections were analyzed during both the weekday morning and afternoon peak hours. The eight study intersections provide local access to the study area and define the extent of the boundaries for this traffic impact analysis. Further discussion of the existing street system and study area is provided in Section 3.0.

The general location of the Project in relation to the study locations and surrounding street system is presented in Figure 1–1. The traffic analysis study area is generally comprised of those locations which have the greatest potential to experience significant traffic impacts due to the Project as defined by the City of Los Angeles. In the traffic engineering practice, the study area generally includes those intersections that are:

a. Immediately adjacent or in close proximity to the Project site;

b. In the vicinity of the Project site that are documented to have current or projected future adverse operational issues; and

c. In the vicinity of the Project site that are forecast to experience a relatively greater percentage of Project-related vehicular turning movements (e.g., at freeway ramp intersections).

The locations selected for analysis were based on the above criteria, the proposed Project peak hour vehicle trip generation, the anticipated distribution of Project vehicular trips, and existing intersection/corridor operations.

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2.0 PROJECT DESCRIPTION

2.1 Site Location The site of the Project is located at 10850 Riverside Drive in the Toluca Lake area of the City of Los Angeles, California. The Project site is located at the southwest corner of the Lankershim Boulevard and Riverside Drive intersection. The Project site location and general vicinity are shown in Figure 1–1.

2.2 Existing Project Site The existing Project site is currently occupied by a surface parking lot. The existing Project site is adjacent to an existing auto repair/service center as well as an existing office building that is approved for re-use of 55 residential units and 7,500 square feet of ground floor retail space. Vehicular access to the existing Project site is provided via multiple driveways located along Lankershim Boulevard, Riverside Drive, and Landale Street.

2.3 Proposed Project Description The Project applicant proposes to construct 5,684 square feet of ground floor commercial floor area and up to 179 residential apartment units. Parking for the Project will be provided via an on-site parking garage with parking provided on the ground level as well as two subterranean levels. Construction and occupancy of the Project is planned to be completed by the year 2018. The site plan for the Project is illustrated in Figure 2–1.

Vehicular access to the Project site will be provided via two driveways along Lankershim Boulevard and Landale Street. The Project site driveways will be adjacent to the Project’s easterly and southerly frontages, respectively. Further discussion of the Project site access and circulation schemes is provided in Section 3.0.

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MAP SOURCE: TCA ARCHITECTS FIGURE 2-1 PROJECT SITE PLAN GROUND FLOOR

LINSCOTT, LAW & GREENSPAN, engineers LANKERSHIM/RIVERSIDE MIXED-USE PROJECT

3.0 SITE ACCESS AND CIRCULATION The proposed site access scheme for the Lankershim/Riverside Mixed-Use Project is displayed in Figure 2–1. A description of the proposed Project site access and circulation scheme is provided in the following subsections.

3.1 Existing Vehicular Site Access Vehicular access to the existing Project site is provided via multiple driveways located along Riverside Drive, Lankershim Boulevard, and Landale Street. Along the south side of Riverside Drive, vehicular access to the existing site is provided via one inbound only driveway and one outbound only driveway. Along the west side of Lankershim Boulevard, vehicular access to the existing site is available via one inbound only driveway and one outbound only driveway. Lastly, along the north side of Landale Street, one driveway is provided which serves the existing on-site surface parking lot.

3.2 Vehicular Project Site Access Vehicular access to the Project site will be provided via two driveways located along Lankershim Boulevard and Landale Street. The two Project driveways will provide access to the on-site parking garage. Descriptions of the Project site driveways are provided in the following paragraphs:

 Lankershim Boulevard Project Driveway

The Lankershim Boulevard Project site driveway is proposed to be located on the west side of Lankershim Boulevard. The Lankershim Boulevard site driveway is proposed to accommodate right-turn ingress and egress vehicular movements only (i.e., left-turn ingress and egress movements are not permitted).

 Landale Street Project Driveway

The Landale Street Project site driveway is proposed to be located on the north side Landale Street. The Landale Street site driveway is proposed to accommodate full vehicular access (i.e., left-turn and right-tum ingress and egress turning movements).

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4.0 EXISTING STREET SYSTEM

4.1 Regional Highway System Regional access to the Project site is provided by the US-101 (Hollywood) Freeway, SR-134 (Ventura) Freeway, and SR-170 (Hollywood) Freeway as shown in Figure 1-1. Brief descriptions of the US-101, SR-134, and SR-170 Freeways are provided in the following paragraphs.

US-101 (Hollywood) Freeway is a north-south freeway that extends across northern and southern California. In the Project vicinity, five mixed-flow freeway lanes are provided in each direction on the US-101 Freeway. Northbound and southbound ramps are generally provided at Vineland Avenue on the US-101 Freeway in the Project area.

SR-134 (Ventura) Freeway is an east-west freeway that extends across Ventura County and Los Angeles County. In the Project vicinity, five mixed-flow freeway lanes are provided in each direction on the SR-134 Freeway. Eastbound and westbound ramps are generally provided at Vineland Avenue, Lankershim Boulevard, and Cahuenga Boulevard on the SR-134 Freeway in the Project area.

SR-170 (Hollywood) Freeway is a north-south freeway that extends across North Hollywood. In the Project vicinity, five mixed-flow freeway lanes are provided in each direction on the SR-170 Freeway. Northbound and southbound ramps are generally provided at Vineland Avenue and Riverside Drive on the SR-170 Freeway in the Project area.

4.2 Local Roadway System Immediate access to the Project site is provided via Lankershim Boulevard, Riverside Drive and Landale Street. The following study intersections were selected in consultation with LADOT staff for analysis of potential impacts due to the Project:

1. Vineland Avenue - Lankershim Boulevard / Camarillo Street 2. Vineland Avenue / Riverside Drive 3. Vineland Avenue / US-101 NB Off-Ramp 4. Vineland Avenue / US-101 SB Ramps 5. Lankershim Boulevard / SR-134 WB Off-Ramp 6. Lankershim Boulevard / Riverside Drive 7. Lankershim Boulevard / Moorpark Street 8. Cahuenga Boulevard / Riverside Drive All eight study intersections selected for analysis are presently controlled by traffic signals. The existing lane configurations at the study intersections are displayed in Figure 4–1.

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4.3 Roadway Descriptions A brief description3 of the important roadways in the Project vicinity is provided in the following paragraphs.

Vineland Avenue is a north-south oriented roadway located west of the Project site. Within the Project study area, Vineland Avenue is designated as a Major Highway Class II/Boulevard II by the City of Los Angeles. Two through travel lanes are generally provided in both directions on Vineland Avenue within the Project study area. Separate exclusive left-turn and right-turn lanes are provided on Vineland Avenue at major intersections. Class II bicycle lanes and Class III bicycle routes/bicycle friendly streets are generally provided in both directions on Vineland Avenue within the Project study area. Vineland Avenue is posted for a 40 miles per hour speed limit in the Project vicinity.

Lankershim Boulevard is a north-south oriented roadway that borders the Project site to the east. Within the project study area, Lankershim Boulevard is designated as a Major Highway Class II/Boulevard II by the City of Los Angeles. Two through travel lanes are generally provided in both directions on Lankershim Boulevard within the Project study area. Separate exclusive left- turn and right-turn lanes are provided on Lankershim Boulevard at major intersections. Lankershim Boulevard is posted for a 35 miles per hour speed limit in the Project vicinity.

Cahuenga Boulevard is a north-south oriented roadway that is located east of the project site. Within the project study area, Cahuenga Boulevard is designated as a Secondary Highway/Avenue II by the City of Los Angeles. Two through travel lanes are generally provided in both directions on Cahuenga Boulevard within the Project study area. Separate exclusive left-turn lanes are provided on Cahuenga Boulevard within the Project study area. Cahuenga Boulevard is posted for a 35 miles per hour speed limit in the Project vicinity.

Camarillo Street is an east-west oriented roadway that is located north of the Project site. Within the Project study area, Camarillo Street is designated as a Secondary Highway/Avenue II by the City of Los Angeles. Two through travel lanes are generally provided in both directions on Camarillo Street within the Project study area. Separate exclusive left-turn lanes are provided on Camarillo Street at the Lankershim Boulevard-Vineland Avenue intersection within the Project study area. West of Tujunga Avenue, Camarillo Street becomes Riverside Drive. Camarillo Street is posted for a 35 miles per hour speed limit in the Project vicinity.

Riverside Drive is an east-west oriented roadway that borders the Project site to the north. Within the Project study area, Riverside Drive is designated as a Major Highway Class II/Avenue I by the City of Los Angeles. Two through travel lanes are generally provided in both directions on Riverside Drive within the Project study area. Separate exclusive left-turn and right-turn lanes are provided on Riverside Drive at major intersections. Riverside Drive is posted for a 40 miles per hour speed limit in the Project vicinity.

3 For reference, the street descriptions provided include both the designations under the prior City Transportation Element (e.g., Major Highway, Secondary Highway, etc.) and Mobility Plan 2035 (e.g., Boulevard, Avenue, etc.) adopted by the Los Angeles City Council in August 2015).

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Landale Street is an east-west oriented roadway that borders the project site to the south. Within the Project study area, Landale Street is designated as a Local Street by the City of Los Angeles. One through travel lane is generally provided in both directions on Landale Street within the Project study area. There is no speed limit posted on Landale Street in the project vicinity, thus a prima facie speed limit of 25 miles per hour is assumed, consistent with the State of California Vehicle Code.

Moorpark Street is an east-west oriented roadway that is located south of the Project site. Within the Project study area, Moorpark Street is designated as a Secondary Highway/Avenue II west of Strohm Avenue and as a Collector Street east of Strohm Avenue by the City of Los Angeles. One through travel lane is generally provided in both directions on Moorpark Street within the Project study area. Separate exclusive left-turn lanes are provided on Moorpark Street at the Lankershim Boulevard intersection within the project study area. A separate westbound right- turn only lane is provided on Moorpark Street at the Lankershim Boulevard intersection within the Project study area. Moorpark Street is posted for a 35 miles per hour speed limit in the Project vicinity.

4.4 Public Bus Transit Services Public bus/rail transit service within the Lankershim/Riverside Mixed-Use Project study area is currently provided by Los Angeles County Metropolitan Transit Authority (Metro) and the City of Los Angeles Department of Transportation (Commuter Express). A summary of the existing transit service, including the transit route, destinations, and peak hour headways is presented in Table 4–1. The existing public transit routes in the Lankershim/Riverside Mixed-Use Project site vicinity are illustrated in Figure 4–2.

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O:\0242\report\0242-rpt3.doc - 10 - Table 4-1 EXISTING PUBLIC TRANSIT ROUTES [1] 12-May-16 NO. OF BUSES/TRAINS ROADWAY(S) DURING PEAK HOUR ROUTE DESTINATIONS NEAR SITE DIR AM PM

Metro 155 Burbank to Sherman Oaks Riverside Drive EB 2 2 (via Riverside Drive & Olive Avenue) WB 1 2

Metro 156 Panorama City to Hollywood Vineland Avenue NB 2 2 (via Highland Avenue, Vineland Avenue & Van Nuys Boulevard) SB 3 2

Metro 224 Sylmar to Studio City Lankershim Boulevard NB 6 3 (via San Fernando Road & Lankershim Boulevard) SB 6 3 - 11 - CE 549 San Fernando Valley to Pasadena Lankershim Boulevard EB 2 2 (via Burbank Boulevard & SR-134 Freeway) WB 3 2

Total 25 18

[1] Sources: Los Angeles County Metropolitan Transportation Authority (Metro) website, 2016. Los Angeles Department of Transportation (Commuter Express) website, 2016

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5.0 TRAFFIC COUNTS Manual traffic counts of vehicular turning movements were conducted at each of the eight study intersections during the weekday morning and afternoon commuter periods to determine the peak hour traffic volumes. The manual traffic counts at the study intersections were conducted from 7:00 AM to 10:00 AM and 3:00 PM to 6:00 PM to determine the respective peak commuter hours.

Note that the manual traffic counts for the Vineland Avenue - Lankershim Boulevard / Camarillo Street intersection were divided into three separate locations to account for all vehicle turning movements at the six-leg intersection. The three intersection counts were then combined to determine the overall peak hour traffic volume during the weekday morning and afternoon commuter periods.

The weekday AM and PM peak period manual counts of vehicle movements at the study intersections are summarized in Table 5–1. The existing traffic volumes at the study intersections during the weekday AM and PM peak hours are shown in Figures 5–1 and 5–2, respectively. Summary data worksheets of the manual traffic counts at the study intersections are contained in Appendix A. Also included in Appendix A are tables combining the three manual traffic counts for the Vineland Avenue - Lankershim Boulevard / Camarillo Street intersection to determine the overall peak hour traffic volumes for the intersection.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project

O:\0242\report\0242-rpt3.doc - 13 - Table 5-1 EXISTING TRAFFIC VOLUMES [1]

12-May-16 AM PEAK HOUR PM PEAK HOUR NO. INTERSECTION DATE DIR BEGAN VOLUME BEGAN VOLUME

1a Vineland Avenue / 03/30/2016 NB 8:15 436 5:00 829 Camarillo Street SB 887 691 EB 516 492 WB 402 533

1b Lankershim Boulevard 03/30/2016 NB 8:15 494 5:00 986 SB 1,268 610

2 Vineland Avenue / 03/30/2016 NB 8:15 1,072 5:00 1,298 Riverside Drive SB 1,017 737 EB 946 718 WB 501 1,364

3 Vineland Avenue / 03/30/2016 NB 8:30 785 5:00 1,102 US-101 NB Off-Ramp SB 1,444 1,199 EB 0 0 WB 455 282

4 Vineland Avenue / 03/30/2016 NB 8:00 825 5:00 1,098 US-101 SB Ramps SB 1,484 1,245 EB 386 366 WB 0 0

5 Lankershim Boulevard / 03/30/2016 NB 8:00 316 3:45 726 SR-134 WB Off-Ramp SB 1,220 640 EB 5 18 WB 618 792

6 Lankershim Boulevard / 03/30/2016 NB 8:30 417 5:00 869 Riverside Drive SB 1,484 1,016 EB 718 505 WB 440 1,166

7 Lankershim Boulevard / 03/30/2016 NB 8:15 400 5:00 1,055 Moorpark Street SB 1,196 670 EB 588 440 WB 343 538

8 Cahuenga Boulevard / 03/30/2016 NB 8:30 644 5:00 1,130 Riverside Drive SB 1,650 1,030 EB 797 602 WB 567 1,249

[1] National Data & Surveying Services

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6.0 CUMULATIVE DEVELOPMENT PROJECTS The forecast of future pre-Project conditions was prepared in accordance to procedures outlined in Section 15130 of the CEQA Guidelines. Specifically, the CEQA Guidelines provide two options for developing the future traffic volume forecast:

“(A) A list of past, present, and probable future projects producing related or cumulative impacts, including, if necessary, those projects outside the control of the [lead] agency, or

(B) A summary of projections contained in an adopted local, regional or statewide plan, or related planning document, that describes or evaluates conditions contributing to the cumulative effect. Such plans may include: a general plan, regional transportation plan, or plans for the reduction of greenhouse gas emissions. A summary of projections may also be contained in an adopted or certified prior environmental document for such a plan. Such projections may be supplemented with additional information such as a regional modeling program. Any such document shall be referenced and made available to the public at a location specified by the lead agency.”

Accordingly, the traffic analysis provides a highly conservative estimate of future pre-Project traffic volumes as it incorporates both the “A” and “B” options outlined in CEQA Guidelines for purposes of developing the forecast.

6.1 Related Projects A forecast of on-street traffic conditions prior to occupancy of the Project was prepared by incorporating the potential trips associated with other known development projects (related projects) in the area. With this information, the potential impact of the Project can be evaluated within the context of the cumulative impact of all ongoing development. The related projects research was based on information on file at the City of Los Angeles Departments of Transportation and Planning and the City of Burbank Planning Division. The list of related projects in the Project site area is presented in Table 6–1. The location of the related projects is shown in Figure 6–1.

Traffic volumes expected to be generated by the related projects were calculated using rates provided in the Institute of Transportation Engineers’ (ITE) Trip Generation manual4. The related projects’ respective traffic generation for the weekday AM and PM peak hours, as well as on a daily basis for a typical weekday, is summarized in Table 6–1. The distribution of the related projects traffic volumes to the study intersections during the weekday AM and PM peak hours are displayed in Figures 6–2 and 6–3, respectively.

4 Institute of Transportation Engineers Trip Generation manual, 9th Edition, Washington, D.C., 2012.

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O:\0242\report\0242-rpt3.doc - 17 - Table 6-1 RELATED PROJECTS LIST AND TRIP GENERATION [1] 05-Apr-16 PROJECT DAILY AM PEAK HOUR PM PEAK HOUR MAP PROJECT NAME/ PROJECT ADDRESS/ LAND USE DATA DATA TRIP ENDS [2] VOLUMES [2] VOLUMES [2] NO. PROJECT NUMBER STATUS LOCATION LAND-USE SIZE SOURCE VOLUMES IN OUT TOTAL IN OUT TOTAL City of Los Angeles [3]

LA1 Mixed-Use Inactive 11617 Ventura Boulevard Apartments 391 DU 2,077 36 169 205 136 62 198 Retail (12,663) GSF Office (7,793) GSF

LA2 CBS Radford Studios Proposed 4200 Radford Avenue Studio 161,885 GSF 1,634 102 13 115 42 70 112

LA3 Cohen Apartments Proposed 10601 Riverside Drive Apartments 68 DU [4] 452 7 28 35 27 15 42 (10621-10623 Riverside) Retail 15,451 GSF [5] 685 nom. nom. nom. 18 24 42 Less 10% Pass-By [6] (69) nom. nom. nom. (2) (2) (4)

LA4 Condominium Proposed 11331 Ventura Boulevard Condominiums 62 DU 189 (24) 25 1 22 (13) 9 Office (21,694) GSF

LA5 Condominiums Proposed 11933 W. Magnolia Boulevard Condominiums 119 DU [7] 955 14 59 73 56 29 85 (Cumulative Study of 3 projects) Apartments 146 DU Single Family Home (3) DU Apartments (87) DU

- LA6 No Ho Lankershim Station Proposed 5402 N. Lankershim Boulevard Office 17,900 GSF 1,826 36 15 51 70 65 135 18 Retail 9,500 GSF

- Retail 29,300 GSF Mixed-Use (10,714) GSF

LA7 New NoHo Artwalk Project Proposed 11126 Chandler Boulevard Condominiums 220 DU 903 (27) 67 40 61 2 63 Retail 9,400 GSF Office (31,500) GSF Retail (2,500) GSF

LA8 Apartment Building Proposed 11120 W. Chandler Boulevard Apartments 324 DU 2,082 38 119 157 114 61 175

LA9 Apartment Building Proposed 5500 N. Klump Avenue Apartments 84 DU [4] 559 9 34 43 34 18 52

LA10 Apartment Building Proposed 5513 Case Avenue Apartments 90 DU [4] 599 9 37 46 36 20 56

LA11 Apartment Building Proposed 11036 W. Moorpark Street Apartments 96 DU 506 7 32 39 31 16 47

LA12 NoHo San Marino Proposed 11405 W. Chandler Boulevard Apartments 82 DU [4] 545 8 34 42 33 18 51 Retail 1,000 GSF [5] 44 nom. nom. nom. 1 2 3

LA13 Oakwood School Expansion Proposed 11600 W. Magnolia Boulevard School 50 Students 164 38 23 61 17 25 42

LA14 Apartment Building Proposed 11011 Otsego Street Apartments 144 DU 885 14 53 67 53 29 82

LA15 Apartment Building Proposed 5508 N. Fulcher Avenue Apartments 46 DU [4] 306 5 18 23 19 10 29

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project Table 6-1 (Continued) RELATED PROJECTS LIST AND TRIP GENERATION [1] 05-Apr-16 PROJECT DAILY AM PEAK HOUR PM PEAK HOUR MAP PROJECT NAME/ PROJECT ADDRESS/ LAND USE DATA DATA TRIP ENDS [2] VOLUMES [2] VOLUMES [2] NO. PROJECT NUMBER STATUS LOCATION LAND-USE SIZE SOURCE VOLUMES IN OUT TOTAL IN OUT TOTAL

LA16 Mixed-Use Development Proposed 10057 Riverside Drive Condominiums 92 DU [8] 535 7 33 40 32 16 48

LA17 4215 Vineland Condominiums Proposed 4215 Vineland Avenue Condominiums 85 DU [9] 271 3 17 20 15 8 23

LA18 NBC Universal Evolution Plan Approved 555 E. Universal Hollywood Drive Studio 307,949 GSF [10] 19,139 1,271 489 1,760 307 1,391 1,698 Studio Office 647,320 GSF Office 495,406 GSF Entertainment 337,895 GSF Entertainment Retail 39,216 GSF Amphitheater (50,600) GSF Hotel 900,000 GSF

LA19 Metro Universal Project Proposed Office 1,460,000 GSF [11] 12,894 941 392 1,333 480 1,205 1,685 Studio/Retail

LA20 Hilton Universal Project Proposed 555 Universal Hollywood Drive Hotel 476 Rooms [12] 3,200 115 78 193 126 111 237 Restaurant 6,000 GSF

LA21 Adaptive Reuse Project Proposed 4455 Lankershim Boulevard Residential 55 DU [8] 320 4 20 24 19 10 29 - Retail 7,500 GSF [5] 332 nom. nom. nom. 9 11 20 19

- City of Burbank

B1 Mixed-Use Development Proposed 4001 Riverside Drive General Office 43,500 GSF [13] 480 60 8 68 11 54 65 Quality Restaurant 4,100 GSF [14] 369 2 1 3 21 10 31 Starbucks Coffee Shop 2,500 GSF [15] 1,790 66 44 110 33 32 65

B2 Mixed-Use Project Approved 3901 Riverside Drive Retail 3,000 GLSF [16] 128 2 1 3 5 6 11 Restaurant 4,600 GSF [17] 585 28 22 50 27 18 45 Apartments 4 DU [4] 27 0 2 2 1 1 2

B3 Talaria at Burbank Proposed 3401 Olive Avenue Apartments 241 DU [18] 3,205 75 151 226 189 141 330 Mixed-Use Project Super Market 42,950 GLSF

B4 Warner Brothers Approved 4000 Warner Boulevard General Office 865,494 GSF [13] 9,546 1,188 162 1,350 219 1,071 1,290 Studio Main Lot

B5 Warner Brothers Approved 411 N. Hollywood Way General Office 738,685 GSF [13] 8,148 1,014 138 1,152 187 914 1,101 Ranch Lot

B6 Mixed-Use Project Approved 3805 Olive Avenue Restaurant 14,600 GSF [17] 1,856 87 71 158 86 58 144 Starbucks Coffee Shop 1,800 GSF [15] 1,289 47 32 79 24 23 47 General Office 9,300 GSF [13] 103 13 2 15 2 12 14 Luxury Apartments 5 DU [4] 33 1 2 3 2 1 3

B7 Bob Hope Center Approved 3301 W. Olive Avenue General Office 109,470 GSF [13] 1,207 150 21 171 28 135 163

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project Table 6-1 (Continued) RELATED PROJECTS LIST AND TRIP GENERATION [1] 05-Apr-16 PROJECT DAILY AM PEAK HOUR PM PEAK HOUR MAP PROJECT NAME/ PROJECT ADDRESS/ LAND USE DATA DATA TRIP ENDS [2] VOLUMES [2] VOLUMES [2] NO. PROJECT NUMBER STATUS LOCATION LAND-USE SIZE SOURCE VOLUMES IN OUT TOTAL IN OUT TOTAL

B8 Burbank Media Center Approved 3413 W. Olive Avenue Quality Restaurant 20,500 GSF [14] 1,844 14 3 17 103 51 154 Mixed-Use Church 17,500 GSF [19] 159 6 4 10 5 5 10 Condominiums 220 GSF [8] 1,278 16 81 97 76 38 114 Child Care 7,500 GSF [20] 555 48 43 91 44 49 93

TOTAL 83,635 5,430 2,543 7,973 2,819 5,822 8,641

nom. = nominal [1] Trip generation for the related projects are based on ITE "Trip Generation", 9th Edition, 2012, unless otherwise noted. [2] Trips are one-way traffic movements, entering or leaving. [3] Source: Los Angeles Department of Transportation (LADOT), unless otherwise noted. [4] ITE Land Use Code 220 (Apartment) trip generation equation rates. [5] ITE Land Use Code 826 (Specialty Retail Center) trip generation equation rates. [6] Pass-by trips are made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the site. The trip reduction for pass-by trips has been applied to the project based on the "LADOT Traffic Study Policies and Procedures," August 2014 for Specialty Retail. [7] Source: LADOT Determination Letter for Three Proposed Residential Projects at the intersection of Magnolia Boulevard and Ben Avenue, March 5, 2009. [8] ITE Land Use Code 230 (Residential Condominium/Townhouse) trip generation equation rates. [9] Source: Memorandum of Understanding for the 4215 Vineland Condominiums Project, prepared by Linscott, Law & Greenspan, Engineers. Approved March 9, 2016. - [10] Source: NBC Universal Evolution Plan Environmental Impact Report Alternative 10, August 2012. 20 [11] Source: Metro Universal Environmental Impact Report, August 2008.

- [12] Source: Traffic Impact Study for the Hilton Universal Project, prepared by Linscott, Law & Greenspan, Engineers, 2016. [13] ITE Land Use Code 710 (General Office Building) trip generation average rates. [14] ITE Land Use Code 931 (Quality Restaurant) trip generation average rates. [15] ITE Land Use Code 933 (Fast-Food Restaurant without Drive-Through Window) trip generation average rates. [16] ITE Land Use Code 820 (Shopping Center) trip generation average rates. [17] ITE Land Use Code 932 (High-Turnover Restaurant) trip generation average rates. [18] Source: Traffic Impact Study for the Talaria at Burbank Project, prepared by Fehr & Peers, April 2014. [19] ITE Land Use Code 560 (Church) trip generation average rates. [20] ITE Land Use Code 565 (Day Care Center) trip generation equation rates.

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6.2 Ambient Traffic Growth Factor In order to account for unknown related projects not included in this analysis, the existing traffic volumes were increased at an annual rate of 2.0 percent (2.0%) per year to the year 2018 (i.e., the anticipated year of Project build-out). The ambient growth factor was based on general traffic growth factors provided in the 2010 Congestion Management Program for Los Angeles County (the “CMP manual”) and determined in consultation with LADOT staff. It is noted that based on review of the general traffic growth factors provided in the CMP manual for the Burbank area, it is anticipated that the existing traffic volumes are expected to increase at an annual rate of less than 0.5% per year between the years 2015 and 2020. Thus, application of an annual growth factor of 2.0% allows for a conservative, worst case forecast of future traffic volumes in the area. Further, it is noted that the CMP manual’s traffic growth rate is intended to anticipate future traffic generated by development projects in the Project vicinity. Therefore, the inclusion in this traffic analysis of both a forecast of traffic generated by known related projects plus the use of an ambient growth traffic factor based on CMP traffic model data results in a conservative estimate of future traffic volumes at the study intersections.

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7.0 TRAFFIC FORECASTING METHODOLOGY In order to estimate the traffic impact characteristics of the Lankershim/Riverside Mixed-Use Project, a multi-step process has been utilized. The first step is trip generation, which estimates the total arriving and departing traffic volumes on a peak hour and daily basis. The traffic generation potential is forecast by applying the appropriate vehicle trip generation equations or rates to the project development tabulation.

The second step of the forecasting process is trip distribution, which identifies the origins and destinations of inbound and outbound Project traffic volumes. These origins and destinations are typically based on demographics and existing/anticipated travel patterns in the study area.

The third step is traffic assignment, which involves the allocation of Project traffic to study area streets and intersections. Traffic assignment is typically based on minimization of travel time, which may or may not involve the shortest route, depending on prevailing operating conditions and travel speeds. Traffic distribution patterns are indicated by general percentage orientation, while traffic assignment allocates specific volume forecasts to individual roadway links and intersection turning movements throughout the study area.

With the forecasting process complete and Project traffic assignments developed, the impact of the Project is isolated by comparing operational (i.e., Levels of Service) conditions at the selected key intersections using existing and expected future traffic volumes without and with forecast Project traffic. The need for site-specific and/or cumulative local area traffic improvements can then be evaluated and the significance of the Project’s impacts identified.

7.1 Project Traffic Generation Traffic volumes expected to be generated by the proposed Lankershim/Riverside Mixed-Use Project during the weekday AM and PM peak hours, as well as on a daily basis, were estimated using rates published in the ITE Trip Generation manual and San Diego Association of Governments (SANDAG) trip rates5. The following trip generation rates were used to forecast the traffic volumes expected to be generated by the Project land use components:

 Apartment: ITE Land Use Code 220 (Apartment) trip generation average rates were used to forecast the traffic volumes expected to be generated by the residential component of the Project.

 Specialty Retail: ITE Land Use Code 826 (Specialty Retail Center) and SANDAG Land Use (Specialty Retail/Strip Commercial) trip generation average rates were used to forecast the traffic volumes expected to be generated by the commercial component of the Project.

5 SANDAG (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region, San Diego, 2002.

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In addition to the trip generation forecasts for the Project land use components (which are essentially an estimate of the number of vehicles that could be expected to enter and exit the Project site access points), an internal capture adjustment has been applied for the Project to account for the synergistic effects of the planned land use mix. Internal capture trips are those trips made internal to the site between land uses in a mixed or multi-use development. When combined within a mixed or multi-use development, land uses tend to interact, and thus attract a portion of each other’s trip generation. An internal capture adjustment of 10% has been utilized to account for the interaction between the commercial and apartment land uses.

A forecast was also made of transit trips. The transit reduction is based on the site’s proximity to the various bus and rail lines, as well as the land use characteristics of the Project. As shown in Table 4–1 and Figure 4–2, the Project site is well served by public transit, including Metro bus stops at the Lankershim Boulevard and Riverside Drive intersections. A transit adjustment of 5% has been utilized.

Lastly, a forecast was made of likely pass-by trips. Pass-by trips are made as intermediate stops on the way from an origin to a primary destination without a route diversion. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the site. In this instance, the adjacent roadways to the Project site include Lankershim Boulevard, Riverside Drive, and Landale Street. Based on the LADOT Policy on Pass-By Trips, a 10% pass-by reduction adjustment was applied to the specialty retail land use component of the Project.

The trip generation forecast for the Project was submitted for review and approval by LADOT staff. As presented in Table 7–1, the Project is expected to generate 93 net new vehicle trips (21 inbound trips and 72 outbound trips) during the AM peak hour. During the PM peak hour, the Project is expected to generate 116 net new vehicle trips (73 inbound trips and 43 outbound trips). Over a 24-hour period, the Project is forecast to generate a net increase of 1,323 daily trip ends (approximately 662 inbound trips and 661 outbound trips) during a typical weekday. The trip generation forecast for the Project is summarized in Table 7–1.

7.2 Project Traffic Distribution and Assignment Project traffic volumes both entering and exiting the Project site have been distributed and assigned to the adjacent street system based on the following considerations:

 The site's proximity to major traffic corridors (i.e. Lankershim Boulevard, Vineland Avenue, Riverside Drive, US-101 Freeway, SR-134 Freeway, SR-170 Freeway etc.);

 Expected localized traffic flow patterns based on adjacent roadway channelization and presence of traffic signals;

 Existing intersection traffic volumes;

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project

O:\0242\report\0242-rpt3.doc - 26 - Table 7-1 PROJECT TRIP GENERATION [1] 28-Nov-16 DAILY AM PEAK HOUR PM PEAK HOUR TRIP ENDS [2] VOLUMES [2] VOLUMES [2] LAND USE SIZE VOLUMES IN OUT TOTAL IN OUT TOTAL

Proposed Project Apartments [3] 179 DU 1,190 18 73 91 72 39 111 Specialty Retail [4], [5] 5,684 GLSF 252 4 3 7 7 8 15 Subtotal 1,442 22 76 98 79 47 126

Proposed Transit Trips [6] Apartments (5%) (60) (1) (4) (5) (4) (2) (6) Specialty Retail (5%) (13) 0 0 0 0 0 0 Subtotal (73) (1) (4) (5) (4) (2) (6)

Proposed Internal Capture [7] Specialty Retail (10%) (24) 0 0 0 (1) (1) (2) Subtotal (24) 0 0 0 (1) (1) (2)

Net Project Driveway Subtotal 1,345 21 72 93 74 44 118

Proposed Pass-By Trips [8] Specialty Retail (10%) (22) 0 0 0 (1) (1) (2)

NET PROJECT TRIPS 1,323 21 72 93 73 43 116

[1] Source: ITE "Trip Generation", 9th Edition, 2012. [2] Trips are one-way traffic movements, entering or leaving. [3] ITE Land Use Code 220 (Apartment) trip generation average rates. - Daily Trip Rate: 6.65 trips/dwelling units; 50% inbound/50% outbound - AM Peak Hour Trip Rate: 0.51 trips/dwelling unit; 20% inbound/80% outbound - PM Peak Hour Trip Rate: 0.62 trips/dwelling unit; 65% inbound/35% outbound [4] ITE Land Use Code 826 (Specialty Retail Center) trip generation average rates. - Daily Trip Rate: 44.32 trips/1,000 GLSF of floor area; 50% inbound/50% outbound - AM Peak Hour Trip Rate: No AM commuter peak hour trip rates available. - PM Peak Hour Trip Rate: 2.71 trips/1000 GLSF of floor area; 44% inbound/56% outbound [5] Source: SANDAG "(Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region", 2002 SANDAG Land Use (Specialty Retail/Strip Commercial) trip generation estimated rates. - AM Peak Hour Trip Rate: 1.2 trips/1,000 GLSF; 60% inbound/40% outbound [6] The transit reduction is based on the site's proximity to various bus lines as well as the land use characteristics of the project. [7] The internal capture reduction for the commercial use is based on the synergy between the residential and commercial uses provided within the Project site. [8] Pass-by trips are made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the site. The trip reduction for pass-by trips has been applied to the commercial component of the Project based on the "LADOT Traffic Study Policies and Procedures", August 2014 for Specialty Retail.

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 Ingress/egress availability at the Project site assuming the site access and circulation scheme described in Section 3.0;

 The location of existing and proposed parking areas;

 Nearby population and employment centers as well as adjacent residential neighborhoods;

 Input from LADOT staff.

The general, directional traffic distribution patterns for the Project are presented in Figure 7–1. The forecast net new weekday AM and PM peak hour Project traffic volumes at the study intersections associated with the Project are presented in Figures 7–2 and 7–3, respectively. The traffic volume assignments presented in Figures 7–2 and 7–3 reflect the traffic distribution characteristics shown in Figure 7–1 as well as the Project traffic generation forecast presented in Table 7–1.

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8.0 TRAFFIC IMPACT ANALYSIS METHODOLOGY The study intersections were evaluated using the Critical Movement Analysis (CMA) method of analysis that determines Volume-to-Capacity (v/c) ratios on a critical lane basis. The overall intersection v/c ratio is subsequently assigned a Level of Service (LOS) value to describe intersection operations. Level of Service varies from LOS A (free flow) to LOS F (jammed condition). A description of the CMA method and corresponding Level of Service is provided in Appendix B.

8.1 Impact Criteria and Thresholds The relative impact of the added traffic volumes to be generated by the Project during the AM and PM peak hours was evaluated based on analysis of future operating conditions at the study intersections, without and with the Project. The previously discussed capacity analysis procedures were utilized to evaluate the future v/c relationships and service level characteristics at each study intersection.

The significance of the potential impacts of Project generated traffic was identified using the traffic impact criteria set forth in LADOT’s Traffic Study Policies and Procedures, August 2014. According to the City’s published traffic study guidelines, the impact is considered significant if the Project-related increase in the v/c ratio is equal to or exceeds the thresholds presented in Table 8–1.

Table 8-1 CITY OF LOS ANGELES INTERSECTION IMPACT THRESHOLD CRITERIA Final v/c Level of Service Project Related Increase in v/c > 0.701 - 0.800 C equal to or greater than 0.040 > 0.801 - 0.900 D equal to or greater than 0.020 > 0.901 E or F equal to or greater than 0.010

The City’s Sliding Scale Method requires mitigation of Project traffic impacts whenever traffic generated by the proposed development causes an increase of the analyzed intersection v/c ratio by an amount equal to or greater than the values shown above.

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8.2 LADOT ATSAC/ATCS The City of Los Angeles Automated Traffic Surveillance and Control (ATSAC) and Adaptive Traffic Control System (ATCS) provides computer control of traffic signals allowing automatic adjustment of signal timing plans to reflect changing traffic conditions, identification of unusual traffic conditions caused by accidents, the ability to centrally implement special purpose short term traffic timing changes in response to incidents, and the ability to quickly identify signal equipment malfunctions. ATCS provides real time control of traffic signals and includes additional loop detectors, closed-circuit television, an upgrade in the communications links and a new generation of traffic control software. LADOT estimates that the ATSAC system reduces the critical v/c ratios by seven percent (0.07). The ATCS system upgrade further reduces the critical v/c ratios by three percent (0.03) for a total of 10 percent (0.10). According to the City of Los Angeles, ATSAC/ATCS system upgrades for all eight study intersections have been implemented. As such, the Level of Service calculations reflect a 0.10 adjustment for all analysis scenarios evaluated.

8.3 Traffic Impact Analysis Scenarios Pursuant to LADOT’s traffic study, Level of Service calculations have been prepared for the following scenarios for the study intersections:

(a) Existing conditions;

(b) Condition (a) with completion and occupancy of the Project;

(c) Condition (b) with implementation of Project mitigation measures, where necessary;

(d) Condition (a) plus two percent (2.0%) annual ambient traffic growth through year 2018 and with completion and occupancy of the related projects (i.e., future cumulative baseline);

(e) Condition (d) with completion and occupancy of the Project;

(f) Condition (e) with implementation of Project mitigation measures where necessary.

The traffic volumes for each new condition were added to the volumes in the prior condition to determine the change in capacity utilization at the study intersections.

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9.0 TRAFFIC ANALYSIS The traffic impact analysis prepared for the eight study intersections using the CMA methodology and application of the City of Los Angeles significant traffic impact criteria is summarized in Table 9–1. The CMA data worksheets for the eight analyzed intersections are contained in Appendix B.

9.1 Existing Conditions 9.1.1 Existing Conditions As indicated in column [1] of Table 9–1, seven of the eight study intersections are presently operating at LOS C or better during the weekday AM and PM peak hours under existing conditions. The following intersection is presently operating at LOS E during the peak hour shown below under existing conditions:

 Int. No. 8: Cahuenga Boulevard / PM Peak Hour: v/c = 0.921, LOS E Riverside Drive

The existing traffic volumes at the study intersections during the weekday AM and PM peak hours are displayed in Figures 5–1 and 5–2, respectively.

9.1.2 Existing With Project Conditions As shown in column [2] of Table 9–1, application of the City’s threshold criteria to the “Existing With Project” scenario indicates that the Project is not expected to create a significant impact at any of the eight study intersections. Incremental, but not significant, impacts are noted at the study intersections due to the Project. The existing with Project traffic volumes at the study intersections during the weekday AM and PM peak hours are illustrated in Figures 9–1 and 9–2, respectively.

9.2 Future Conditions 9.2.1 Future Cumulative Baseline Conditions The future cumulative baseline conditions were forecast based on the addition of traffic generated by the plus completion and occupancy of related projects, as well as the growth in traffic due to the combined effects of continuing development, intensification of existing developments and other factors (i.e., ambient growth). The v/c ratios at all of the study intersections are incrementally increased with the addition of ambient traffic and traffic generated by the related projects listed in Table 6–1.

As presented in column [3] of Table 9–1, five of the eight study intersections are expected to operate at LOS D or better during the weekday AM and PM peak hours with the addition of growth in ambient traffic and related project traffic under the future cumulative baseline condition. The following intersections are expected to operate at LOS E or worse during the peak hours shown below under future cumulative baseline conditions:

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project

O:\0242\report\0242-rpt3.doc - 34 - Table 9-1 SUMMARY OF VOLUME TO CAPACITY RATIOS AND LEVELS OF SERVICE AM AND PM PEAK HOURS 28-Nov-16 [1] [2] [3] [4] YEAR 2016 YEAR 2018 YEAR 2018 YEAR 2016 EXISTING CHANGE SIGNIF. FUTURE PRE- FUTURE CHANGE SIGNIF. PEAK EXISTING W/ PROJECT V/C IMPACT PROJECT W/ PROJECT V/C IMPACT NO. INTERSECTION HOUR V/C LOS V/C LOS [(2)-(1)] [a] V/C LOS V/C LOS [(4)-(3)] [a]

1 Vineland Avenue-Lankershim Boulevard / AM 0.651 B 0.654 B 0.003 NO 0.849 D 0.853 D 0.004 NO Camarillo Street PM 0.610 B 0.615 B 0.005 NO 0.771 C 0.775 C 0.004 NO

2 Vineland Avenue / AM 0.746 C 0.755 C 0.009 NO 0.952 E 0.960 E 0.008 NO Riverside Drive PM 0.762 C 0.764 C 0.002 NO 0.869 D 0.875 D 0.006 NO

3 Vineland Avenue / AM 0.506 A 0.510 A 0.004 NO 0.551 A 0.555 A 0.004 NO US-101 NB Off-Ramp PM 0.427 A 0.434 A 0.007 NO 0.481 A 0.488 A 0.007 NO

- 4 Vineland Avenue / AM 0.551 A 0.556 A 0.005 NO 0.619 B 0.624 B 0.005 NO 35 US-101 SB Ramps PM 0.402 A 0.403 A 0.001 NO 0.469 A 0.471 A 0.002 NO -

5 Lankershim Boulevard / AM 0.553 A 0.556 A 0.003 NO 0.733 C 0.736 C 0.003 NO SR-134 WB Off-Ramp PM 0.479 A 0.485 A 0.006 NO 0.605 B 0.611 B 0.006 NO

6 Lankershim Boulevard / AM 0.576 A 0.584 A 0.008 NO 0.846 D 0.854 D 0.008 NO Riverside Drive PM 0.699 B 0.699 B 0.000 NO 0.908 E 0.908 E 0.000 NO

7 Lankershim Boulevard / AM 0.667 B 0.668 B 0.001 NO 0.873 D 0.875 D 0.002 NO Moorpark Street PM 0.547 A 0.549 A 0.002 NO 0.683 B 0.685 B 0.002 NO

8 Cahuenga Boulevard / AM 0.779 C 0.784 C 0.005 NO 1.015 F 1.021 F 0.006 NO Riverside Drive PM 0.921 E 0.925 E 0.004 NO 1.185 F 1.189 F 0.004 NO

[a] According to LADOT's "Traffic Study Policies and Procedures", August 2014, a transportation impact on an intersection shall be deemed significant in accordance with the following table: Final v/c LOS Project Related Increase in v/c 0.701 - 0.800 C equal to or greater than 0.040 0.801 - 0.900 D equal to or greater than 0.020 > 0.901 E, F equal to or greater than 0.010

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 Int. No. 2: Vineland Avenue / AM Peak Hour: v/c = 0.952, LOS E Riverside Drive

 Int. No. 6: Lankershim Boulevard / PM Peak Hour: v/c = 0.908, LOS E Riverside Drive

 Int. No. 8: Cahuenga Boulevard / AM Peak Hour: v/c = 1.015, LOS F Riverside Drive PM Peak Hour: v/c = 1.185, LOS F

The future cumulative baseline (existing, ambient growth and related projects) traffic volumes at the study intersections during the weekday AM and PM peak hours are presented in Figures 9–3 and 9–4, respectively.

9.2.2 Future Cumulative With Project Conditions The future cumulative with Project conditions were forecast based on the addition of traffic generated by the Project plus completion and occupancy of related projects. As shown in column [4] of Table 9–1, application of the City’s threshold criteria to the “Future With Project” scenario indicates that the Project is not expected to create a significant impact at any of the eight study intersections.

As indicated in column [4] of Table 9–1, incremental, but not significant, impacts are noted at all eight study intersections during the weekday AM and PM peak hours with the addition of ambient growth in traffic, related project traffic, and Project traffic, as presented in Table 9–1.

The future cumulative with Project (existing, ambient growth, related projects and Project) traffic volumes at the study intersections during the weekday AM and PM peak hours are illustrated in Figures 9–5 and 9–6, respectively.

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10.0 CONGESTION MANAGEMENT PROGRAM TRAFFIC IMPACT ASSESSMENT The Congestion Management Program (CMP) is a state-mandated program that was enacted by the California State Legislature with the passage of Proposition 111 in 1990. The program is intended to address the impact of local growth on the regional transportation system.

As required by the 2010 Congestion Management Program for Los Angeles County, a Traffic Impact Assessment (TIA) has been prepared to determine the potential impacts on designated monitoring locations on the CMP highway system. The analysis has been prepared in accordance with procedures outlined in the 2010 Congestion Management Program for Los Angeles County, County of Los Angeles Metropolitan Transportation Authority, 2010.

According to Section D.9.1 (Appendix D, page D-6) of the 2010 CMP manual, the criteria for determining a significant transportation impact is listed below:

“A significant transportation impact occurs when the proposed project increases traffic demand on a CMP facility by 2% of capacity (V/C > 0.02), causing or worsening LOS F (V/C > 1.00).”

The CMP impact criteria apply for analysis of both intersection and freeway monitoring locations.

10.1 Intersections The following CMP intersection monitoring locations in the Project vicinity have been identified:

 CMP Station Intersection

No. 73 Ventura Boulevard/Lankershim Boulevard

The CMP TIA guidelines require that intersection monitoring locations must be examined if the Project will add 50 or more trips during either the AM or PM weekday peak hours. The Project will not add 50 or more trips during either the AM or PM weekday peak hours (i.e., of adjacent street traffic) at the CMP monitoring intersections in the Project vicinity, which is stated in the CMP manual as the threshold criteria for a traffic impact assessment. Therefore, no further review of potential impacts to intersection monitoring locations that are part of the CMP highway system is required.

10.2 Freeways The following CMP freeway monitoring locations have been identified in the Project vicinity:

 CMP Station Location

No. 1038 US-101 Freeway at Coldwater Canyon Avenue

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No. 1054 SR-134 Freeway at Forman Avenue

No. 1057 SR-170 south of Sherman Way

The CMP TIA guidelines require that freeway monitoring locations must be examined if the Project will add 150 or more trips (in either direction) during either the AM or PM weekday peak periods. The Project will not add 150 or more trips (in either direction) during either the AM or PM weekday peak hours to CMP freeway monitoring locations which is the threshold for preparing a traffic impact assessment, as stated in the CMP manual. Therefore, no further review of potential impacts to freeway monitoring locations that are part of the CMP highway system is required.

10.3 Transit Impact Review As required by the 2010 Congestion Management Program for Los Angeles County, a review has been made of the potential impacts of the Project on transit service. As discussed in Subsection 4.5 herein, existing transit service is provided in the vicinity of the proposed Lankershim/Riverside Mixed-Use Project.

The Project trip generation, as shown in Table 7–1, was adjusted by values set forth in the CMP (i.e., person trips equal 1.4 times vehicle trips, and transit trips equal 3.5 percent of the total person trips) to estimate transit trip generation. Pursuant to the CMP guidelines, the Project is forecast to generate demand for 5 transit trips during the AM peak hour and 6 transit trips during the PM peak hour. Over a 24-hour period, the Project is forecast to generate demand for 65 daily transit trips. Therefore, the calculations are as follows:

 AM Peak Hour = 93  1.4  0.035 = 5 Transit Trips

 PM Peak Hour = 116  1.4  0.035 = 6 Transit Trips

 Daily Trips = 1,323  1.4  0.035 = 65 Transit Trips

As shown in Table 4–1, four transit lines are provided adjacent to or in close proximity to the Project site. As outlined in Table 4–1, under the “No. of Buses/Trains During Peak Hour” column, these four transit lines provide services for an average of (i.e., average of the directional number of buses/trains during the peak hours) generally 25 buses/trains during the AM peak hour and 18 buses/trains during the PM peak hour. Therefore, based on the above calculated AM and PM peak hour trips, this would correspond to an insignificant number of additional Project- generated transit trips per bus/train. It is anticipated that the existing transit service in the Project area will adequately accommodate the increase of Project-generated transit trips.

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11.0 CONCLUSIONS This traffic impact analysis has been prepared to evaluate the potential impacts to the local street system due to the proposed Lankershim/Riverside Mixed-Use Project. Eight (8) intersections were identified and analyzed in order to determine changes in operations following construction and occupancy of the Project. Application of the impact threshold criteria from the City of Los Angeles to the “With Proposed Project” scenarios indicates that the eight study intersections are not anticipated to be significantly impacted by the Project. Incremental but not significant impacts are noted at the eight study intersections evaluated in this analysis. As no significant impacts are expected due to the Project, no traffic mitigation measures are required or recommended for the study intersections.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project

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MANUAL TRAFFIC COUNT DATA

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O:\0242\report\0242-Appendix Covers.docx City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Vineland Ave

East/West Camarillo St

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 66 112 16 20 BIKES 615178 BUSES 11 9 0 0

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 143 9.45 246 7.15 124 8.45 127 7.30

PM PK 15 MIN 198 16.45 162 16.45 133 15.15 127 16.30

AM PK HOUR 413 9.00 892 7.00 446 8.15 383 7.15

PM PK HOUR 706 16.45 580 16.30 457 15.15 455 17.00

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 18 190 6 214 7-8 6 800 86 892 1106 6 1 10 3 8-9 33 293 25 351 8-9 20 663 57 740 1091 83 30 9-10 38 339 36 413 9-10 17 571 52 640 1053 2 1 17 2 15-16 51 504 34 589 15-16 28 469 68 565 1154 8 3 32 3 16-17 59 548 43 650 16-17 38 462 63 563 1213 9 2 16 0 17-18 71 552 41 664 17-18 50 452 55 557 1221 16 1 17 2

TOTAL 270 2426 185 2881 TOTAL 159 3417 381 3957 6838 49 11 95 10

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 31 192 74 297 7-8 56 307 8 371 668 53 23 8-9 54 285 90 429 8-9 45 289 8 342 771 6 2 12 2 9-10 41 280 96 417 9-10 60 267 13 340 757 8 4 17 4 15-16 73 306 52 431 15-16 46 253 23 322 753 17 0 36 3 16-17 64 311 71 446 16-17 61 296 29 386 832 16 1 24 5 17-18 51 316 55 422 17-18 33 392 30 455 877 13 1 36 0

TOTAL 314 1690 438 2442 TOTAL 301 1804 111 2216 4658 65 11 127 17 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-001 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Vineland Ave Vineland Ave Camarillo St Camarillo St NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2300.53.50120120

7:00 AM 7 421 1216243 201911462392 7:15 AM 2 452 0227192 471120663444 7:30 AM 3 40 0 4 185 19 14 71 20 17 109 1 483 7:45 AM 6 63 3 1 172 24 12 54 24 8 86 2 455 8:00 AM 11 80 0 3 195 15 15 61 28 12 58 1 479 8:15 AM 6 70 8 7 160 16 15 78 12 13 74 2 461 8:30 AM 8 66 4 2 146 9 12 68 16 6 78 2 417 8:45 AM 8 77 13 8 162 17 12 78 34 14 79 3 505 9:00 AM 9 758 4131129 862611702443 9:15 AM 8 65104153166 691820724445 9:30 AM 8 798 2145157 662716702445 9:45 AM 13 120 10 7 142 9 19 59 25 13 55 5 477

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 89 822 67 43 2034 195 126 757 260 161 863 29 5446 APPROACH %'s : 9.10% 84.05% 6.85% 1.89% 89.52% 8.58% 11.02% 66.23% 22.75% 15.29% 81.96% 2.75% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 730 AM TOTAL

PEAK HR VOL : 26 253 11 15 712 74 56 264 84 50 327 6 1878

PEAK HR FACTOR : 0.797 0.940 0.962 0.754 0.972

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-001 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Vineland Ave Vineland Ave Camarillo St Camarillo St NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2300.53.50120120

3:00 PM 15 131 12 9 111 16 13 61 9 16 63 1 457 3:15 PM 11 101 8 6 102 14 20 91 22 12 74 9 470 3:30 PM 9 138 8 11 129 20 26 74 9 12 50 9 495 3:45 PM 16 134 6 2 127 18 14 80 12 6 66 4 485 4:00 PM 17 113 9 5 98 17 14 79 16 17 76 4 465 4:15 PM 10 147 15 8 108 19 15 74 20 14 58 7 495 4:30 PM 14 122 5 9 124 13 18 92 13 13 102 12 537 4:45 PM 18 166 14 16 132 14 17 66 22 17 60 6 548 5:00 PM 12 146 11 11 99 13 17 75 14 8 92 11 509 5:15 PM 23 155 9 14 120 15 17 78 13 6 88 7 545 5:30 PM 15 126 11 15 118 11 6 74 10 8 106 4 504 5:45 PM 21 125 10 10 115 16 11 89 18 11 106 8 540

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 181 1604 118 116 1383 186 188 933 178 140 941 82 6050 APPROACH %'s : 9.51% 84.29% 6.20% 6.88% 82.08% 11.04% 14.47% 71.82% 13.70% 12.04% 80.91% 7.05% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 430 PM TOTAL

PEAK HR VOL : 67 589 39 50 475 55 69 311 62 44 342 36 2139

PEAK HR FACTOR : 0.878 0.895 0.898 0.831 0.976

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Lankershim Blvd

East/West Camarillo St

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 68 74 3 5 BIKES 05 51 BUSES 45 46 0 0

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 113 9.15 287 8.30 22 9.15 15 9.15

PM PK 15 MIN 204 16.00 149 15.15 22 17.30 22 17.30

AM PK HOUR 411 8.30 1042 8.15 78 9.00 57 8.45

PM PK HOUR 741 17.00 553 15.15 77 15.45 78 17.00

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 30 195 10 235 7-8 41 869 39 949 1184 00 00 8-9 39 309 28 376 8-9 71 928 32 1031 1407 00 00 9-10 33 341 21 395 9-10 47 617 55 719 1114 00 00 15-16 75 539 43 657 15-16 42 373 101 516 1173 00 00 16-17 77 591 37 705 16-17 34 357 92 483 1188 00 00 17-18 95 605 41 741 17-18 53 338 77 468 1209 00 00

TOTAL 349 2580 180 3109 TOTAL 288 3482 396 4166 7275 0 0 0 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 504954 7-8 15 0 26 41 95 00 00 8-9 606571 8-9 14 0 29 43 114 00 00 9-10 14 0 64 78 9-10 22 0 33 55 133 00 00 15-16 17 0 45 62 15-16 18 0 39 57 119 00 00 16-17 21 0 56 77 16-17 13 0 52 65 142 00 00 17-18 15 0 55 70 17-18 22 0 56 78 148 00 00

TOTAL 78 0 334 412 TOTAL 104 0 235 339 751 0 0 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-101 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Lankershim Blvd Lankershim Blvd Camarillo St Camarillo St NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 12111.51.5120120

7:00 AM 10 43 3 7 243 7 0 0 14 4 0 4 335 7:15 AM 8 45 4 11 208 8 1 0 16 3 0 7 311 7:30 AM 8 49 1 12 231 10 2 0 13 3 0 6 335 7:45 AM 45821118714206509298 8:00 AM 10 75 3 15 217 6 3 0 12 3 0 5 349 8:15 AM 6 68 2 16 258 6 1 0 19 2 0 6 384 8:30 AM 10 88 11 22 259 6 1 0 19 4 0 9 429 8:45 AM 13 78 12 18 194 14 1 0 15 5 0 9 359 9:00 AM 8 73 5 17 217 15 0 0 14 7 0 6 362 9:15 AM 8 98 7 15 152 6 6 0 16 6 0 9 323 9:30 AM 8 71 5 8 147 9 2 0 20 5 0 10 285 9:45 AM 9 99 4 7 101 25 6 0 14 4 0 8 277

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 102 845 59 159 2414 126 25 0 178 51 0 88 4047 APPROACH %'s : 10.14% 84.00% 5.86% 5.89% 89.44% 4.67% 12.32% 0.00% 87.68% 36.69% 0.00% 63.31% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 815 AM TOTAL

PEAK HR VOL : 37 307 30 73 928 41 3 0 67 18 0 30 1534

PEAK HR FACTOR : 0.858 0.908 0.875 0.857 0.894

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-101 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Lankershim Blvd Lankershim Blvd Camarillo St Camarillo St NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 12111.51.5120120

3:00 PM 16 118 9 6 80 15 3 0 11 2 0 10 270 3:15 PM 1712311711230709709332 3:30 PM 17139916792820103013316 3:45 PM 25 159 14 13 102 28 5 0 15 6 0 7 374 4:00 PM 21 170 13 11 102 25 5 0 14 2 0 8 371 4:15 PM 20128711982680105015328 4:30 PM 21 150 11 9 76 29 3 0 17 4 0 16 336 4:45 PM 15 143 6 3 81 12 5 0 15 2 0 13 295 5:00 PM 24 154 8 9 85 19 3 0 13 3 0 13 331 5:15 PM 26 149 10 12 83 25 2 0 15 6 0 13 341 5:30 PM 25 166 11 20 97 25 5 0 17 3 0 19 388 5:45 PM 20 136 12 12 73 8 5 0 10 10 0 11 297

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 247 1735 121 129 1068 270 53 0 156 53 0 147 3979 APPROACH %'s : 11.75% 82.50% 5.75% 8.79% 72.80% 18.40% 25.36% 0.00% 74.64% 26.50% 0.00% 73.50% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 345 PM TOTAL

PEAK HR VOL : 87 607 45 44 378 108 21 0 56 17 0 46 1409

PEAK HR FACTOR : 0.906 0.927 0.963 0.788 0.942

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Vineland Ave

East/West Lankershim Blvd

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 9371737 BIKES 02 00 BUSES 13 00

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 30 9.45 79 7.15 83 8.30 39 9.15

PM PK 15 MIN 51 17.45 41 17.45 42 17.00 69 16.15

AM PK HOUR 99 9.00 256 7.15 265 7.00 132 8.30

PM PK HOUR 179 15.45 152 15.15 155 16.15 255 16.45

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 40 0 6 46 7-8 25500255 301 00 00 8-9 53 0 11 64 8-9 22004224 288 00 00 9-10 88 0 11 99 9-10 19105196 295 00 00 15-16 147 0 26 173 15-16 14106147 320 00 00 16-17 141 0 25 166 16-17 12708135 301 00 00 17-18 137 0 28 165 17-18 123 0 11 134 299 00 00

TOTAL 606 0 107 713 TOTAL 1057 0 34 1091 1804 0 0 0 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 0 0 265 265 7-8 007676 341 00 00 8-9 0 0 226 226 8-9 009292 318 00 00 9-10 1 0 166 167 9-10 1 0 124 125 292 00 00 15-16 2 0 117 119 15-16 0 0 219 219 338 00 00 16-17 7 0 131 138 16-17 3 0 234 237 375 00 00 17-18 4 0 138 142 17-18 0 0 245 245 387 00 00

TOTAL 14 0 1043 1057 TOTAL 4 0 990 994 2051 0 0 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-201 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Vineland Ave Vineland Ave Lankershim Blvd Lankershim Blvd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 230.5230121121

7:00 AM 501580000530010127 7:15 AM 601790000700020176 7:30 AM 1504480000610022150 7:45 AM 1400700000810024189 8:00 AM 60159000051008125 8:15 AM 1703570200430027149 8:30 AM 1702490200830025178 8:45 AM 1305550000490032154 9:00 AM 2403480000510036162 9:15 AM 1603410200380039139 9:30 AM 2300570100381015135 9:45 AM 2505450210390034151

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1810286660910657102921835 APPROACH %'s : 86.60% 0.00% 13.40% 98.67% 0.00% 1.33% 0.15% 0.00% 99.85% 0.34% 0.00% 99.66% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 815 AM TOTAL

PEAK HR VOL : 71013209040022600120643

PEAK HR FACTOR : 0.778 0.903 0.681 0.833 0.903

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-201 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Vineland Ave Vineland Ave Lankershim Blvd Lankershim Blvd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 230.5230121121

3:00 PM 4205320200240051156 3:15 PM 33010380210310046161 3:30 PM 3306330100260059158 3:45 PM 3905380110360063183 4:00 PM 3707350400250053161 4:15 PM 3905280200381068181 4:30 PM 3809270130352051166 4:45 PM 2704370140330062168 5:00 PM 3209260320400068180 5:15 PM 3006290500340058162 5:30 PM 2908290110300067165 5:45 PM 4605390210340052179

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 425 0 79 391 0 25 13 0 386 3 0 698 2020 APPROACH %'s : 84.33% 0.00% 15.67% 93.99% 0.00% 6.01% 3.26% 0.00% 96.74% 0.43% 0.00% 99.57% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 415 PM TOTAL

PEAK HR VOL : 136027118079014630249695

PEAK HR FACTOR : 0.867 0.822 0.923 0.913 0.960

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Vineland Ave

East/West Riverside Dr

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 106 92 39 60 BIKES 10 12 14 15 BUSES 12 9 0 0

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 297 9.00 340 7.30 271 9.00 156 9.15

PM PK 15 MIN 368 15.45 221 15.45 198 17.15 364 17.30

AM PK HOUR 1096 9.00 1238 7.15 946 8.15 575 8.45

PM PK HOUR 1298 17.00 762 15.45 718 17.00 1364 17.00

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 39 360 334 733 7-8 187 986 35 1208 1941 21 10 8-9 37 513 442 992 8-9 196 834 33 1063 2055 00 10 9-10 51 553 492 1096 9-10 152 758 20 930 2026 30 40 15-16 80 723 411 1214 15-16 101 608 23 732 1946 70 40 16-17 74 793 331 1198 16-17 99 604 31 734 1932 53 30 17-18 89 883 326 1298 17-18 88 626 23 737 2035 21 40

TOTAL 370 3825 2336 6531 TOTAL 823 4416 165 5404 11935 19 5 17 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 60 611 188 859 7-8 200 166 130 496 1355 00 61 8-9 55 735 127 917 8-9 198 193 120 511 1428 40 20 9-10 77 667 125 869 9-10 283 165 119 567 1436 50 40 15-16 169 419 98 686 15-16 411 362 269 1042 1728 13 0 11 1 16-17 156 355 91 602 16-17 411 458 333 1202 1804 93 50 17-18 188 424 106 718 17-18 431 557 376 1364 2082 30 42

TOTAL 705 3211 735 4651 TOTAL 1934 1901 1347 5182 9833 34 3 32 4 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-002 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Vineland Ave Vineland Ave Riverside Dr Riverside Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 130130120120

7:00 AM 8 63 70 40 219 7 26 128 43 52 30 29 715 7:15 AM 3 83 75 38 286 9 14 132 54 48 50 31 823 7:30 AM 11 99 88 65 261 14 4 160 55 47 33 40 877 7:45 AM 17 115 101 44 220 5 16 191 36 53 53 30 881 8:00 AM 6 119 92 39 251 6 15 188 39 56 45 28 884 8:15 AM 11 130 125 44 167 8 16 174 30 49 47 30 831 8:30 AM 6 122 109 52 222 9 14 185 31 38 47 26 861 8:45 AM 14 142 116 61 194 10 10 188 27 55 54 36 907 9:00 AM 16 148 133 40 204 6 10 227 34 50 42 27 937 9:15 AM 9 127 127 36 174 3 13 127 44 86 45 25 816 9:30 AM 12 115 114 43 189 6 19 174 26 76 52 27 853 9:45 AM 14 163 118 33 191 5 35 139 21 71 26 40 856

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 127 1426 1268 535 2578 88 192 2013 440 681 524 369 10241 APPROACH %'s : 4.50% 50.55% 44.95% 16.71% 80.54% 2.75% 7.26% 76.11% 16.64% 43.27% 33.29% 23.44% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 815 AM TOTAL

PEAK HR VOL : 47 542 483 197 787 33 50 774 122 192 190 119 3536

PEAK HR FACTOR : 0.902 0.898 0.873 0.864 0.943

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-002 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Vineland Ave Vineland Ave Riverside Dr Riverside Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 130130120120

3:00 PM 20 169 89 18 126 6 44 99 28 91 95 75 860 3:15 PM 17 158 116 24 156 12 51 114 18 106 68 57 897 3:30 PM 20 161 96 26 141 2 38 99 24 110 111 69 897 3:45 PM 23 235 110 33 185 3 36 107 28 104 88 68 1020 4:00 PM 20 188 76 22 137 6 31 91 28 127 118 88 932 4:15 PM 23 207 91 30 148 9 47 99 27 97 97 86 961 4:30 PM 13 192 85 26 157 6 44 82 14 101 123 92 935 4:45 PM 18 206 79 21 162 10 34 83 22 86 120 67 908 5:00 PM 21 226 71 28 144 5 42 109 22 85 130 106 989 5:15 PM 30 223 93 17 151 5 46 125 27 110 135 96 1058 5:30 PM 17 213 84 23 149 4 52 101 28 110 154 100 1035 5:45 PM 21 221 78 20 182 9 48 89 29 126 138 74 1035

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 243 2399 1068 288 1838 77 513 1198 295 1253 1377 978 11527 APPROACH %'s : 6.55% 64.66% 28.79% 13.07% 83.43% 3.50% 25.57% 59.72% 14.71% 34.73% 38.17% 27.11% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 500 PM TOTAL

PEAK HR VOL : 89 883 326 88 626 23 188 424 106 431 557 376 4117

PEAK HR FACTOR : 0.938 0.873 0.907 0.937 0.973

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Vineland Ave

East/West US-101 NB Off-Ramp

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 72 125 0 40 BIKES 24 20 0 0 BUSES 11 10 0 0

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 206 7.45 407 8.00 0 0.00 132 8.45

PM PK 15 MIN 287 17.15 337 16.00 0 0.00 102 15.00

AM PK HOUR 792 8.15 1544 7.15 0 0.00 466 8.45

PM PK HOUR 1102 17.00 1268 15.30 0 0.00 304 16.45

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 1 565 0 566 7-8 0 1490 0 1490 2056 00 00 8-9 0 755 0 755 8-9 0 1450 0 1450 2205 00 00 9-10 0 769 0 769 9-10 0 1322 0 1322 2091 00 00 15-16 1 940 0 941 15-16 0 1160 0 1160 2101 00 00 16-17 0 963 0 963 16-17 0 1187 0 1187 2150 00 00 17-18 0 1102 0 1102 17-18 0 1199 0 1199 2301 00 00

TOTAL 2 5094 0 5096 TOTAL 0 7808 0 7808 12904 0 0 0 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 0000 7-8 28 0 267 295 295 0 0 23 12 8-9 0000 8-9 33 0 333 366 366 0 0 21 2 9-10 0000 9-10 26 0 418 444 444 00 70 15-16 0000 15-16 31 0 266 297 297 0 0 11 2 16-17 0000 16-17 26 0 242 268 268 00 91 17-18 0000 17-18 43 0 239 282 282 0 0 17 2

TOTAL 0 0 0 0 TOTAL 187 0 1765 1952 1952 0 0 88 19 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-003 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Vineland Ave Vineland Ave US-101 NB Off-Ramp US-101 NB Off-Ramp NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 020020000101

7:00 AM 1880035300003037482 7:15 AM 0950040300005057560 7:30 AM 01760037600009075636 7:45 AM 020600358000011098673 8:00 AM 01680040700009066650 8:15 AM 01870032200008067584 8:30 AM 02040036700005079655 8:45 AM 0196003540000110121682 9:00 AM 020500366000040121696 9:15 AM 018000357000070107651 9:30 AM 01940031600004091605 9:45 AM 019000283000011099583

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1 2089 0 0 4262 00008701018 7457 APPROACH %'s : 0.05% 99.95% 0.00% 0.00% 100.00% 0.00% #DIV/0! #DIV/0! #DIV/0! 7.87% 0.00% 92.13% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 830 AM TOTAL

PEAK HR VOL : 0 785 0 0 1444 00002704282684

PEAK HR FACTOR : 0.957 0.984 0.000 0.862 0.964

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-003 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Vineland Ave Vineland Ave US-101 NB Off-Ramp US-101 NB Off-Ramp NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 020020000101

3:00 PM 02290023700008094568 3:15 PM 02340029900007067607 3:30 PM 12320029100009049582 3:45 PM 02450033300007056641 4:00 PM 02570033700007047648 4:15 PM 02180030700005064594 4:30 PM 02580026200005057582 4:45 PM 02300028100009074594 5:00 PM 027200286000012062632 5:15 PM 028700283000010055635 5:30 PM 027100307000011071660 5:45 PM 027200323000010051656

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1 3005 0 0 3546 000010007477399 APPROACH %'s : 0.03% 99.97% 0.00% 0.00% 100.00% 0.00% #DIV/0! #DIV/0! #DIV/0! 11.81% 0.00% 88.19% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 500 PM TOTAL

PEAK HR VOL : 0 1102 0 0 1199 00004302392583

PEAK HR FACTOR : 0.960 0.928 0.000 0.860 0.978

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Vineland Ave

East/West US-101 SB Ramps

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 65 125 34 0 BIKES 23 19 0 0 BUSES 10 10 5 0

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 220 8.30 417 7.15 107 9.30 0 0.00

PM PK 15 MIN 286 17.00 341 15.45 98 17.30 0 0.00

AM PK HOUR 859 8.15 1578 7.15 386 8.00 0 0.00

PM PK HOUR 1098 17.00 1304 15.30 366 17.00 0 0.00

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 105 506 0 611 7-8 3 855 658 1516 2127 67 00 8-9 150 675 0 825 8-9 0 870 614 1484 2309 10 00 9-10 110 680 0 790 9-10 0 731 623 1354 2144 10 00 15-16 96 847 0 943 15-16 1 614 575 1190 2133 62 00 16-17 107 862 0 969 16-17 0 644 563 1207 2176 11 10 17-18 94 1004 0 1098 17-18 0 754 491 1245 2343 10 20

TOTAL 662 4574 0 5236 TOTAL 4 4468 3524 7996 13232 16 10 3 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 62 0 233 295 7-8 0000 295 51 00 8-9 72 0 314 386 8-9 0000 386 11 0 0 0 9-10 89 0 288 377 9-10 0000 377 30 00 15-16 96 0 224 320 15-16 0000 320 11 0 0 0 16-17 99 0 231 330 16-17 0000 330 81 00 17-18 95 0 271 366 17-18 0000 366 30 00

TOTAL 513 0 1561 2074 TOTAL 0 0 0 0 2074 41 2 0 0 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-004 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Vineland Ave Vineland Ave US-101 SB Ramps US-101 SB Ramps NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120021101000

7:00 AM 27 77 0 0 170 178 10 0 53 0 0 0 515 7:15 AM 23 85 0 1 222 194 8 0 51 0 0 0 584 7:30 AM 30 157 0 0 247 134 19 0 68 0 0 0 655 7:45 AM 25 187 0 2 216 152 25 0 61 0 0 0 668 8:00 AM 37 143 0 0 230 180 18 0 65 0 0 0 673 8:15 AM 36 170 0 0 191 142 17 0 86 0 0 0 642 8:30 AM 33 187 0 0 250 133 16 0 85 0 0 0 704 8:45 AM 44 175 0 0 199 159 21 0 78 0 0 0 676 9:00 AM 27 187 0 0 221 154 15 0 68 0 0 0 672 9:15 AM 33 162 0 0 171 186 23 0 66 0 0 0 641 9:30 AM 21 162 0 0 183 147 32 0 75 0 0 0 620 9:45 AM 29 169 0 0 156 136 19 0 79 0 0 0 588

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 365 1861 0 3 2456 1895 223 0 835 0 0 0 7638 APPROACH %'s : 16.40% 83.60% 0.00% 0.07% 56.41% 43.52% 21.08% 0.00% 78.92% #DIV/0! #DIV/0! #DIV/0! nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 800 AM TOTAL

PEAK HR VOL : 150 675 0 0 870 614 72 0 314 0 0 0 2695

PEAK HR FACTOR : 0.938 0.905 0.937 0.000 0.957

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-004 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Vineland Ave Vineland Ave US-101 SB Ramps US-101 SB Ramps NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120021101000

3:00 PM 23 206 0 0 122 124 30 0 46 0 0 0 551 3:15 PM 20 212 0 0 160 139 19 0 60 0 0 0 610 3:30 PM 31 208 0 0 146 158 23 0 52 0 0 0 618 3:45 PM 22 221 0 1 186 154 24 0 66 0 0 0 674 4:00 PM 20 230 0 0 159 182 25 0 55 0 0 0 671 4:15 PM 23 192 0 0 170 148 25 0 66 0 0 0 624 4:30 PM 35 230 0 0 142 120 32 0 59 0 0 0 618 4:45 PM 29 210 0 0 173 113 17 0 51 0 0 0 593 5:00 PM 29 257 0 0 165 140 12 0 70 0 0 0 673 5:15 PM 25 252 0 0 187 98 29 0 67 0 0 0 658 5:30 PM 19 252 0 0 208 119 28 0 70 0 0 0 696 5:45 PM 21 243 0 0 194 134 26 0 64 0 0 0 682

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 297 2713 0 1 2012 1629 290 0 726 0 0 0 7668 APPROACH %'s : 9.87% 90.13% 0.00% 0.03% 55.24% 44.73% 28.54% 0.00% 71.46% #DIV/0! #DIV/0! #DIV/0! nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 500 PM TOTAL

PEAK HR VOL : 94 1004 0 0 754 491 95 0 271 0 0 0 2709

PEAK HR FACTOR : 0.960 0.949 0.934 0.000 0.973

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Lankershim Blvd

East/West SR-134 WB Off-Ramp

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 83 104 1 64 BIKES 11 28 0 0 BUSES 24 46 0 21

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 108 9.15 314 8.30 3 8.15 197 9.15

PM PK 15 MIN 204 17.15 182 17.15 10 17.30 212 15.45

AM PK HOUR 343 9.00 1220 8.00 10 9.00 681 8.30

PM PK HOUR 795 17.00 659 16.30 26 17.00 792 15.45

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 0 197 0 197 7-8 0 1122 0 1122 1319 00 60 8-9 0 316 0 316 8-9 0 1220 0 1220 1536 0 0 15 0 9-10 1 342 0 343 9-10 0 880 0 880 1223 0 0 12 0 15-16 0 715 0 715 15-16 0 621 0 621 1336 00 90 16-17 0 700 0 700 16-17 0 639 0 639 1339 0 0 15 0 17-18 0 795 0 795 17-18 0 646 0 646 1441 00 50

TOTAL 1 3065 0 3066 TOTAL 0 5128 0 5128 8194 0 0 62 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 0022 7-8 343 0 169 512 514 49 0 18 1 8-9 0055 8-9 365 0 253 618 623 42 0 23 0 9-10 001010 9-10 411 0 266 677 687 54 0 16 0 15-16 001818 15-16 456 0 271 727 745 41 0 33 6 16-17 001414 16-17 445 0 309 754 768 54 1 20 3 17-18 002626 17-18 363 0 271 634 660 19 0 21 2

TOTAL 0 0 75 75 TOTAL 2383 0 1539 3922 3997 259 1 131 12 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-005 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Lankershim Blvd Lankershim Blvd SR-134 WB Off-Ramp SR-134 WB Off-Ramp NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 020020001101

7:00 AM 03900284000075032430 7:15 AM 04200302000178033456 7:30 AM 045002720000106050473 7:45 AM 07100264000184054474 8:00 AM 08800293000078056515 8:15 AM 08100309000387053533 8:30 AM 079003140001109068571 8:45 AM 06800304000191076540 9:00 AM 17900256000282058478 9:15 AM 0108002160003126071524 9:30 AM 070002330002113058476 9:45 AM 08500175000390079432

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1 855 0 0 3222 0 0 0 17 1119 0 688 5902 APPROACH %'s : 0.12% 99.88% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 61.93% 0.00% 38.07% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 800 AM TOTAL

PEAK HR VOL : 0 316 0 0 1220 000536502532159

PEAK HR FACTOR : 0.898 0.971 0.417 0.873 0.945

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-005 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Lankershim Blvd Lankershim Blvd SR-134 WB Off-Ramp SR-134 WB Off-Ramp NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 020020001101

3:00 PM 0148001400002121081492 3:15 PM 0172001740006100053505 3:30 PM 019700154000393067514 3:45 PM 0198001530007142070570 4:00 PM 0182001710003117085558 4:15 PM 0156001520002102070482 4:30 PM 0190001640006127079566 4:45 PM 017200152000399075501 5:00 PM 019500161000687067516 5:15 PM 020400182000482065537 5:30 PM 0 193 0 0 163 0 0 0 10 88 0 63 517 5:45 PM 0203001400006106076531

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 0 2210 0 0 1906 0 0 0 58 1264 0 851 6289 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 59.76% 0.00% 40.24% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 345 PM TOTAL

PEAK HR VOL : 0 726 0 0 640 0 0 0 18 488 0 304 2176

PEAK HR FACTOR : 0.917 0.936 0.643 0.934 0.954

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Lankershim Blvd

East/West Riverside Dr

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 78 132 40 63 BIKES 8251614 BUSES 19 46 0 5

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 113 9.00 410 8.45 214 9.00 136 9.15

PM PK 15 MIN 236 17.15 292 15.45 153 17.15 318 17.45

AM PK HOUR 417 8.30 1559 8.00 718 8.30 474 9.00

PM PK HOUR 869 17.00 1108 15.45 518 15.00 1166 17.00

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 75 134 39 248 7-8 126 1061 266 1453 1701 10 0 12 0 8-9 91 235 74 400 8-9 193 1017 349 1559 1959 18 0 22 0 9-10 76 238 94 408 9-10 192 807 287 1286 1694 27 1 28 0 15-16 115 508 95 718 15-16 174 474 421 1069 1787 19 4 8 0 16-17 144 500 95 739 16-17 163 499 400 1062 1801 10 2 15 1 17-18 177 602 90 869 17-18 140 516 360 1016 1885 15 2 7 0

TOTAL 678 2217 487 3382 TOTAL 988 4374 2083 7445 10827 99 9 92 1

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 37 210 187 434 7-8 73 286 23 382 816 50 0 16 3 8-9 35 432 165 632 8-9 55 310 49 414 1046 39 0 31 0 9-10 58 437 159 654 9-10 60 349 65 474 1128 25 0 46 0 15-16 60 365 93 518 15-16 87 607 153 847 1365 25 0 39 2 16-17 48 324 65 437 16-17 87 692 131 910 1347 52 5 27 3 17-18 50 372 83 505 17-18 95 929 142 1166 1671 20 0 29 4

TOTAL 288 2140 752 3180 TOTAL 457 3173 563 4193 7373 211 5 188 12 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-006 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Lankershim Blvd Lankershim Blvd Riverside Dr Riverside Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120120120120

7:00 AM 14 18 3 23 267 58 9 34 31 8 67 6 538 7:15 AM 16 30 9 32 270 67 7 41 49 16 82 6 625 7:30 AM 23 32 18 28 275 76 9 59 48 25 64 7 664 7:45 AM 22 54 9 43 249 65 12 76 59 24 73 4 690 8:00 AM 27 69 12 36 246 73 6 80 48 18 88 15 718 8:15 AM 19 57 17 51 265 69 9 88 46 12 74 16 723 8:30 AM 18 61 18 54 257 98 8 106 42 9 71 10 752 8:45 AM 27 48 27 52 249 109 12 158 29 16 77 8 812 9:00 AM 18 62 33 62 205 62 20 150 44 13 88 12 769 9:15 AM 16 73 16 44 206 86 12 94 43 21 97 18 726 9:30 AM 19 51 21 39 222 82 13 100 33 13 79 16 688 9:45 AM 23 52 24 47 174 57 13 93 39 13 85 19 639

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 242 607 207 511 2885 902 130 1079 511 188 945 137 8344 APPROACH %'s : 22.92% 57.48% 19.60% 11.89% 67.12% 20.99% 7.56% 62.73% 29.71% 14.80% 74.41% 10.79% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 830 AM TOTAL

PEAK HR VOL : 79 244 94 212 917 355 52 508 158 59 333 48 3059

PEAK HR FACTOR : 0.923 0.905 0.839 0.809 0.942

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-006 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Lankershim Blvd Lankershim Blvd Riverside Dr Riverside Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120120120120

3:00 PM 24 114 19 34 113 100 9 79 22 19 162 32 727 3:15 PM 25 124 22 48 120 103 23 90 26 14 148 34 777 3:30 PM 36 137 30 39 121 99 18 96 28 23 152 41 820 3:45 PM 30 133 24 53 120 119 10 100 17 31 145 46 828 4:00 PM 41 122 20 38 134 113 15 81 14 23 169 31 801 4:15 PM 39 120 15 42 126 83 12 84 21 20 171 27 760 4:30 PM 30 127 34 40 130 110 11 75 20 25 164 42 808 4:45 PM 34 131 26 43 109 94 10 84 10 19 188 31 779 5:00 PM 33 149 22 37 106 95 19 70 20 22 211 32 816 5:15 PM 51 157 28 35 148 80 11 123 19 19 241 34 946 5:30 PM 52 140 18 34 127 95 11 89 17 29 227 33 872 5:45 PM 41 156 22 34 135 90 9 90 27 25 250 43 922

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 436 1610 280 477 1489 1181 158 1061 241 269 2228 426 9856 APPROACH %'s : 18.74% 69.22% 12.04% 15.16% 47.31% 37.53% 10.82% 72.67% 16.51% 9.20% 76.22% 14.57% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 500 PM TOTAL

PEAK HR VOL : 177 602 90 140 516 360 50 372 83 95 929 142 3556

PEAK HR FACTOR : 0.921 0.966 0.825 0.917 0.940

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Lankershim Blvd

East/West Moorpark St

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 83 92 25 24 BIKES 717105 BUSES 19 19 0 1

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 128 8.00 331 7.15 166 9.00 97 9.15

PM PK 15 MIN 285 17.15 190 17.15 125 16.30 163 17.45

AM PK HOUR 435 7.45 1284 7.15 603 8.30 360 8.30

PM PK HOUR 1055 17.00 670 17.00 474 16.30 538 17.00

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 62 228 15 305 7-8 18 1122 137 1277 1582 11 4 7 0 8-9 75 309 29 413 8-9 14 1114 113 1241 1654 13 0 6 0 9-10 52 325 27 404 9-10 18 889 119 1026 1430 7 0 12 0 15-16 104 619 31 754 15-16 24 451 135 610 1364 90 50 16-17 130 672 32 834 16-17 25 449 160 634 1468 8 1 12 0 17-18 205 816 34 1055 17-18 21 469 180 670 1725 6 0 13 0

TOTAL 628 2969 168 3765 TOTAL 120 4494 844 5458 9223 54 5 55 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 20 174 100 294 7-8 34 256 22 312 606 33 1 7 3 8-9 58 339 140 537 8-9 34 272 27 333 870 39 1 15 3 9-10 67 369 99 535 9-10 33 264 27 324 859 21 0 12 1 15-16 50 300 66 416 15-16 31 331 32 394 810 20 1 14 2 16-17 66 325 69 460 16-17 39 364 34 437 897 22 0 22 3 17-18 53 323 64 440 17-18 32 471 35 538 978 20 0 28 0

TOTAL 314 1830 538 2682 TOTAL 203 1958 177 2338 5020 155 3 98 12 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-007 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Lankershim Blvd Lankershim Blvd Moorpark St Moorpark St NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120120110111

7:00 AM 7 29 1 1 267 30 0 23 15 6 57 6 442 7:15 AM 17 50 1 6 296 29 8 41 17 7 63 5 540 7:30 AM 16 67 5 3 272 51 8 55 28 7 82 6 600 7:45 AM 22 82 8 8 287 27 4 55 40 14 54 5 606 8:00 AM 27 94 7 2 277 26 10 67 38 10 59 7 624 8:15 AM 18 81 6 3 294 33 16 81 36 7 69 4 648 8:30 AM 16 66 8 5 276 31 9 90 31 10 72 11 625 8:45 AM 14 68 8 4 267 23 23 101 35 7 72 5 627 9:00 AM 10 97 8 2 239 19 21 110 35 11 69 6 627 9:15 AM 13 77 6 7 225 39 18 108 22 15 73 9 612 9:30 AM 13 78 10 7 232 41 15 78 22 5 64 6 571 9:45 AM 16 73 3 2 193 20 13 73 20 2 58 6 479

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 189 862 71 50 3125 369 145 882 339 101 792 76 7001 APPROACH %'s : 16.84% 76.83% 6.33% 1.41% 88.18% 10.41% 10.61% 64.57% 24.82% 10.42% 81.73% 7.84% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 815 AM TOTAL

PEAK HR VOL : 58 312 30 14 1076 106 69 382 137 35 282 26 2527

PEAK HR FACTOR : 0.870 0.906 0.886 0.922 0.975

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-007 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Lankershim Blvd Lankershim Blvd Moorpark St Moorpark St NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120120110111

3:00 PM 31 131 8 6 103 35 9 68 18 5 83 4 501 3:15 PM 20 152 8 9 109 36 11 81 17 11 61 10 525 3:30 PM 23 174 9 6 122 29 18 76 20 4 75 4 560 3:45 PM 30 162 6 3 117 35 12 75 11 11 112 14 588 4:00 PM 28 188 10 9 123 33 13 76 20 12 105 12 629 4:15 PM 27 152 7 7 121 34 18 75 18 16 102 10 587 4:30 PM 24 164 7 5 117 58 12 95 18 7 80 7 594 4:45 PM 51 168 8 4 88 35 23 79 13 4 77 5 555 5:00 PM 44 197 14 5 92 45 13 89 19 7 117 7 649 5:15 PM 54 219 12 7 137 46 17 79 17 8 109 8 713 5:30 PM 60 195 4 4 117 45 9 86 13 7 104 8 652 5:45 PM 47 205 4 5 123 44 14 69 15 10 141 12 689

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 439 2107 97 70 1369 475 169 948 199 102 1166 101 7242 APPROACH %'s : 16.61% 79.72% 3.67% 3.66% 71.53% 24.82% 12.84% 72.04% 15.12% 7.45% 85.17% 7.38% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 500 PM TOTAL

PEAK HR VOL : 205 816 34 21 469 180 53 323 64 32 471 35 2703

PEAK HR FACTOR : 0.925 0.882 0.909 0.825 0.948

CONTROL : Signalized City Of Los Angeles Department Of Transportation MANUAL TRAFFIC COUNT SUMMARY

STREET: North/South Cahuenga Blvd

East/West Riverside Dr

Day:Wednesday Date:March 30, 2016 Weather: SUNNY

Hours: 7-10 & 3-6 Chekrs: NDS

School Day: YES District: I/S CODE

N/B S/B E/B W/B DUAL- WHEELED 72 75 59 63 BIKES 8102617 BUSES 80 615

N/B TIME S/B TIME E/B TIME W/B TIME

AM PK 15 MIN 173 8.45 444 9.00 240 9.00 162 9.15

PM PK 15 MIN 315 17.15 268 17.00 184 15.45 350 17.45

AM PK HOUR 644 8.30 1650 8.30 797 8.30 580 8.45

PM PK HOUR 1148 16.45 1030 17.00 662 15.15 1249 17.00

NORTHBOUND Approach SOUTHBOUND Approach TOTAL XING S/L XING N/L

Hours Lt Th Rt Total Hours Lt Th Rt Total N-S Ped Sch Ped Sch 7-8 27 355 29 411 7-8 90 1008 115 1213 1624 30 80 8-9 27 484 68 579 8-9 162 1202 145 1509 2088 10 0 23 0 9-10 27 512 65 604 9-10 273 1055 155 1483 2087 11 0 8 0 15-16 51 728 59 838 15-16 154 611 206 971 1809 13 0 10 0 16-17 38 926 82 1046 16-17 175 580 193 948 1994 10 0 14 0 17-18 43 1005 82 1130 17-18 134 675 221 1030 2160 5 0 13 0

TOTAL 213 4010 385 4608 TOTAL 988 5131 1035 7154 11762 52 0 76 0

EASTBOUND Approach WESTBOUND Approach TOTAL XING W/L XING E/L

Hours Lt Th Rt Total Hours Lt Th Rt Total E-W Ped Sch Ped Sch 7-8 149 201 13 363 7-8 174 260 35 469 832 60 90 8-9 190 445 18 653 8-9 149 288 53 490 1143 50 60 9-10 180 492 28 700 9-10 189 309 72 570 1270 30 50 15-16 219 384 56 659 15-16 140 600 131 871 1530 10 0 5 0 16-17 211 367 35 613 16-17 110 689 115 914 1527 16 0 8 1 17-18 189 380 33 602 17-18 176 910 163 1249 1851 40 90

TOTAL 1138 2269 183 3590 TOTAL 938 3056 569 4563 8153 44 0 42 1 Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-008 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Cahuenga Blvd Cahuenga Blvd Riverside Dr Riverside Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120120120120

7:00 AM 5 72 7 13 227 30 28 32 2 23 48 4 491 7:15 AM 9 76 7 27 263 29 41 43 2 50 67 9 623 7:30 AM 8 94 10 29 248 19 41 53 5 42 77 10 636 7:45 AM 5 113 5 21 270 37 39 73 4 59 68 12 706 8:00 AM 10 116 16 33 283 28 31 85 5 33 92 7 739 8:15 AM 7 93 14 34 295 37 37 96 3 33 64 16 729 8:30 AM 3 135 12 43 315 39 52 114 8 32 62 15 830 8:45 AM 7 140 26 52 309 41 70 150 2 51 70 15 933 9:00 AM 4 146 17 72 334 38 70 164 6 70 75 15 1011 9:15 AM 5 125 24 92 267 48 35 119 7 55 90 17 884 9:30 AM 12 107 12 57 236 33 40 101 8 36 66 20 728 9:45 AM 6 134 12 52 218 36 35 108 7 28 78 20 734

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 81 1351 162 525 3265 415 519 1138 59 512 857 160 9044 APPROACH %'s : 5.08% 84.76% 10.16% 12.49% 77.65% 9.87% 30.24% 66.32% 3.44% 33.49% 56.05% 10.46% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 830 AM TOTAL

PEAK HR VOL : 19 546 79 259 1225 166 227 547 23 208 297 62 3658

PEAK HR FACTOR : 0.931 0.929 0.830 0.875 0.905

CONTROL : Signalized Intersection Turning Movement Prepared by: National Data & Surveying Services

Project ID: 16-5182-008 Day: Wednesday TOTALS City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Cahuenga Blvd Cahuenga Blvd Riverside Dr Riverside Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 120120120120

3:00 PM 19 160 13 35 143 50 46 85 13 36 153 28 781 3:15 PM 13 205 23 45 161 53 55 87 13 38 127 42 862 3:30 PM 12 184 9 38 141 54 60 99 17 24 160 29 827 3:45 PM 7 179 14 36 166 49 58 113 13 42 160 32 869 4:00 PM 10 192 18 47 157 34 52 88 7 36 183 34 858 4:15 PM 12 243 21 43 148 42 43 93 9 21 149 30 854 4:30 PM 9 226 24 40 139 49 61 92 7 30 184 22 883 4:45 PM 7 265 19 45 136 68 55 94 12 23 173 29 926 5:00 PM 11 242 25 39 182 47 49 79 6 32 214 48 974 5:15 PM 15 280 20 28 171 46 52 118 3 40 236 29 1038 5:30 PM 8 239 17 27 164 61 49 92 14 55 209 36 971 5:45 PM 9 244 20 40 158 67 39 91 10 49 251 50 1028

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 132 2659 223 463 1866 620 619 1131 124 426 2199 409 10871 APPROACH %'s : 4.38% 88.22% 7.40% 15.70% 63.28% 21.02% 33.03% 60.35% 6.62% 14.04% 72.48% 13.48% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 500 PM TOTAL

PEAK HR VOL : 43 1005 82 134 675 221 189 380 33 176 910 163 4011

PEAK HR FACTOR : 0.897 0.961 0.870 0.892 0.966

CONTROL : Signalized APPENDIX A TABLE 1 COMBINED TRAFFIC COUNTS (7:00 AM to 10:00 AM) Vineland Avenue-Lankershim Boulevard / Camarillo Street

Project ID: 16-5182-001, 16-5182-101, 16-5182-201 Day: Wednesday TOTALS

City: Toluca Lake Date: 3/30/2016 AM NS/EW Streets: Vineland Ave Vineland Ave Lankershim Blvd Lankershim Blvd Camarillo St Camarillo St NORTHBOUND SOUTHBOUND NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 3 0 0.5 3.5 012111.51.5120120

7:00 AM 12 42 2 59 216 24 10 43 13 7 243 60 3 20 33 15 46 6 854 7:15 AM 8 45 3 79 227 19 8 45 24 11 208 78 3 47 27 23 66 10 931 7:30 AM 18 40 4 52 185 19 8 49 23 12 231 71 16 71 33 20 109 7 968 7:45 AM 20 63 3 71 172 24 4 58 26 11 187 95 14 54 30 13 86 11 942 8:00 AM 17 80 1 62 195 15 10 75 11 15 217 57 18 61 40 15 58 6 953 8:15 AM 23 70 11 64 160 18 6 68 29 16 258 49 16 78 31 15 74 8 994 8:30 AM 25 66 6 51 146 11 10 88 36 22 259 89 13 68 35 10 78 11 1024 8:45 AM 21 77 18 63 162 17 13 78 44 18 194 63 13 78 49 19 79 12 1018 9:00 AM 33 75 11 52 131 12 8 73 41 17 217 66 9 86 40 18 70 8 967 9:15 AM 24 65 13 45 153 18 8 98 46 15 152 44 12 69 34 26 72 13 907 9:30 AM 31 79 8 59 145 16 9 71 20 8 147 47 9 66 47 21 70 12 865 9:45 AM 38 120 15 52 142 11 9 99 38 8 101 64 25 59 39 17 55 13 905

PEAK HR START TIME : 815 AM TOTAL

PEAK HR VOL : 102 288 46 230 599 58 37 307 150 73 928 267 51 310 155 62 301 39 4003

CONTROL : Signalized

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project APPENDIX A TABLE 2 COMBINED TRAFFIC COUNTS (3:00 PM to 6:00 PM) Vineland Avenue-Lankershim Boulevard / Camarillo Street

Project ID: 16-5182-001, 16-5182-101, 16-5182-201 Day: Wednesday TOTALS

City: Toluca Lake Date: 3/30/2016 PM NS/EW Streets: Vineland Ave Vineland Ave Lankershim Blvd Lankershim Blvd Camarillo St Camarillo St NORTHBOUND SOUTHBOUND NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 3 0 0.5 3.5 012111.51.5120120

3:00 PM 57 131 17 41 111 18 16 118 60 6 80 39 16 61 20 18 63 11 883 3:15 PM 44 101 18 44 102 16 17 123 57 8 112 61 27 91 31 19 74 18 963 3:30 PM 42 138 14 44 129 21 17 139 68 16 79 54 28 74 19 15 50 22 969 3:45 PM 55 134 11 40 127 19 25 159 77 14 102 64 19 80 27 12 66 11 1042 4:00 PM 54 113 16 40 98 21 21 170 66 11 102 50 19 79 30 19 76 12 997 4:15 PM 49 147 20 36 108 21 21 128 75 11 98 64 23 74 30 19 58 22 1004 4:30 PM 52 122 14 36 124 14 23 150 62 12 76 64 21 92 30 17 102 28 1039 4:45 PM 45 166 18 53 132 15 15 143 68 7 81 45 22 66 37 19 60 19 1011 5:00 PM 44 146 20 37 99 16 24 154 76 11 85 59 20 75 27 11 92 24 1020 5:15 PM 53 155 15 43 120 20 26 149 68 12 83 59 19 78 28 12 88 20 1048 5:30 PM 44 126 19 44 118 12 25 166 78 21 97 55 11 74 27 11 106 23 1057 5:45 PM 67 125 15 49 115 18 20 136 64 13 73 42 16 89 28 21 106 19 1016

PEAK HR START TIME : 500 PM TOTAL

PEAK HR VOL : 208 552 69 173 452 66 95 605 286 57 338 215 66 316 110 55 392 86 4141

CONTROL : Signalized

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project APPENDIX B

CMA AND LEVELS OF SERVICE EXPLANATION CMA DATA WORKSHEETS – WEEKDAY AM AND PM PEAK HOURS

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 5-16-0242-1 Lankershim/Riverside Mixed-Use Project

O:\0242\report\0242-Appendix Covers.docx CRITICAL MOVEMENT ANALYSIS (CMA) DESCRIPTION

Level of Service is a term used to describe prevailing conditions and their effect on traffic. Broadly interpreted, the Level of Service concept denotes any one of a number of differing combinations of operating conditions which may take place as a roadway is accommodating various traffic volumes. Level of Service is a qualitative measure of the effect of such factors as travel speed, travel time, interruptions, freedom to maneuver, safety, driving comfort and convenience.

Six Levels of Service, A through F, have been defined in the 1965 Highway Capacity Manual. Level of Service A describes a condition of free flow, with low traffic volumes and relatively high speeds, while Level of Service F describes forced traffic flow at low speeds with jammed conditions and queues which cannot clear during the green phases.

Critical Movement Analysis (CMA) is a procedure which provides a capacity and level of service geometry and traffic signal operation and results in a level of service determination for the intersection as a whole operating unit.

The per lane volume for each movement in the intersection is determined and the per lane intersection capacity based on the Transportation Research Board (TRB) Report 212 (Interim Materials on Highway Capacity). The resulting CMA represents the ratio of the intersection's cumulative volume over its respective capacity (V/C ratio). Critical Movement Analysis takes into account lane widths, bus and truck operations, pedestrian activity and parking activity, as well as number of lanes and geometrics.

The Level of Service (abbreviated from the Highway Capacity Manual) are listed here with their corresponding CMA and Load Factor equivalents. Load Factor is that proportion of the signal cycles during the peak hour which are fully loaded; i.e. when all of the vehicles waiting at the beginning of green are not able to clear on that green phase.

Critical Movement Analysis Characteristics Level of Service Load Factor Equivalent CMA A (free flow) 0.0 0.00 - 0.60 B (rural design) 0.0 - 0.1 0.61 - 0.70 C (urban design) 0.1 - 0.3 0.71 - 0.80 D (maximum urban design) 0.3 - 0.7 0.81 - 0.90 E (capacity) 0.7 - 1.0 0.91 - 1.00 F (force flow) Not Applicable Not Applicable

SERVICE LEVEL A There are no loaded cycles and few are even close to loaded at this service level. No approach phase is fully utilized by traffic and no vehicle waits longer than one red indication.

SERVICE LEVEL B This level represents stable operation where an occasional approach phase is fully utilized and a substantial number are approaching full use. Many drivers begin to feel restricted within platoons of vehicles.

SERVICE LEVEL C At this level stable operation continues. Loading is still intermittent but more frequent than at Level B. Occasionally drivers may have to wait through more one red signal indication and backups may develop behind turning vehicles. Most drivers feel somewhat restricted, but not objectionably so.

SERVICE LEVEL D This level encompasses a zone of increasing restriction approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak hour, but enough cycles with lower demand occur to permit periodic clearance of queues, thus preventing excessive backups. Drivers frequently have to wait through more than one red signal. This level is the lower limit of acceptable operation to most drivers.

SERVICE LEVEL E This represents near capacity and capacity operation. At capacity (CMA = 1.0) it represents the most vehicles that the particular intersection can accommodate. However, full utilization of every signal cycle is seldom attained no matter how great the demand. At this level all drivers wait through more than one red signal, and frequently through several.

SERVICE LEVEL F Jammed conditions. Traffic backed up from a downstream location on one of the street restricts or prevents movement of traffic through the intersection under consideration.

Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA1a East-West Street: Camarillo Street Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? EB-- 0 WB-- 2 EB-- 0 WB-- 2 EB-- 0 WB-- 2 EB-- 0 WB-- 2 EB-- 0 WB-- 2 ATSAC-1 or ATSAC+ATCS-2? 22222 Override Capacity 00000 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 102 256 4 106 58 7 113 222 62 4 117 64 0 117 64 Left-Through 0 000 Through 288 2144 4 292 146 21 321 222161 4 325 163 0 325 163 Through-Right 0 000 Right 46 115 0 46 15 2 50 111 18 0 50 17 0 50 17 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 230 1230 1 231 231 96 335 111335 1 336 336 0 336 336 Left-Through 0 000 Through 599 2300 0 599 300 67 690 222345 0 690 345 0 690 345 Through-Right 0 000 Right 58 133 0 58 33 0 60 111 34 0 60 34 0 60 34 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 51 151 0 51 51 0 53 111 53 0 53 53 0 53 53 Left-Through 0 000 Through 310 1233 0 310 233 34 357 111267 0 357 267 0 357 267 Through-Right 1 111 Right 155 0155 1 156 156 15 176 000 176 1 177 177 0 177 177 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 62 162 1 63 63 0 65 11165 1 66 66 0 66 66 Left-Through 0 000 Through 301 1170 0 301 170 14 327 111185 0 327 185 0 327 185 Through-Right 1 111 Right 39 039 0 39 39 2 43 000 43 0 43 43 0 43 43 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 374 North-South: 377 North-South:496 North-South: 499North-South: 499 CRITICAL VOLUMES East-West: 295 East-West: 296 East-West:332 East-West: 333 East-West: 333 SUM: 669 SUM:673 SUM: 828 SUM: 832 SUM: 832 VOLUME/CAPACITY (V/C) RATIO: 0.4870.489 0.602 0.605 0.605 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.3870.389 0.502 0.505 0.505 LEVEL OF SERVICE (LOS): AA AAA REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.003∆v/c after mitigation: 0.003 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 1 CMA01 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA1a East-West Street: Camarillo Street Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? EB-- 0 WB-- 2 EB-- 0 WB-- 2 EB-- 0 WB-- 2 EB-- 0 WB-- 2 EB-- 0 WB-- 2 ATSAC-1 or ATSAC+ATCS-2? 22222 Override Capacity 00000 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 208 2114 2 210 116 12 228 222 125 2 230 127 0 230 127 Left-Through 0 000 Through 552 2276 2 554 277 67 641 222321 2 643 322 0 643 322 Through-Right 0 000 Right 69 142 0 69 40 1 73 111 43 0 73 41 0 73 41 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 173 1173 4 177 177 35 215 111215 4 219 219 0 219 219 Left-Through 0 000 Through 452 2226 0 452 226 29 499 222250 0 499 250 0 499 250 Through-Right 0 000 Right 66 133 0 66 33 0 69 111 35 0 69 35 0 69 35 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 66 166 0 66 66 0 69 11169 0 69 69 0 69 69 Left-Through 0 000 Through 316 1213 0 316 215 17 346 111234 0 346 236 0 346 236 Through-Right 1 111 Right 110 0110 4 114 114 7 121 000 121 4 125 125 0 125 125 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 55 155 4 59 59 3 60 111 60 4 64 64 0 64 64 Left-Through 0 000 Through 392 1239 0 392 239 34 442 111270 0 442 270 0 442 270 Through-Right 1 111 Right 86 086 0 86 86 8 97 000 97 0 97 97 0 97 97 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 449 North-South: 454 North-South:536 North-South: 541North-South: 541 CRITICAL VOLUMES East-West: 305 East-West: 305 East-West:339 East-West: 339 East-West: 339 SUM: 754 SUM:759 SUM: 875 SUM: 880 SUM: 880 VOLUME/CAPACITY (V/C) RATIO: 0.5480.552 0.636 0.640 0.640 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.4480.452 0.536 0.540 0.540 LEVEL OF SERVICE (LOS): AA AAA REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.004∆v/c after mitigation: 0.004 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 2 CMA01 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA1b East-West Street: Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 2 SB-- 2 NB-- 2 SB-- 2 NB-- 2 SB-- 2 NB-- 2 SB-- 2 NB-- 2 SB-- 2 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 37 137 0 37 37 0 38 11138 0 38 38 0 38 38 Left-Through 0 000 Through 307 1154 4 311 156 48 367 111184 4 371 186 0 371 186 Through-Right 1 111 Right 150 1150 4 154 154 26 182 111 182 4 186 0 0 186 0 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 73 173 0 73 73 0 76 111 76 0 76 76 0 76 76 Left-Through 0 000 Through 928 1464 1 929 465 189 1154 111577 1 1155 578 0 1155 578 Through-Right 1 111 Right 267 1267 0 267 267 10 288 111 288 0 288 288 0 288 288 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 0 0 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 501 North-South: 502 North-South:615 North-South: 616North-South: 616 CRITICAL VOLUMES East-West: 0 East-West: 0 East-West:000 East-West: East-West: SUM: 501 SUM:502 SUM: 615 SUM: 616 SUM: 616 VOLUME/CAPACITY (V/C) RATIO: 0.3640.365 0.447 0.448 0.448 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.2640.265 0.347 0.348 0.348 LEVEL OF SERVICE (LOS): AA AAA REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.001∆v/c after mitigation: 0.001 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 1 CMA09 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA1b East-West Street: Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 2 SB-- 2 NB-- 2 SB-- 2 NB-- 2 SB-- 2 NB-- 2 SB-- 2 NB-- 2 SB-- 2 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 95 195 0 95 95 1 100 111 100 0 100 100 0 100 100 Left-Through 0 000 Through 605 1303 2 607 304 172 801 111401 2 803 402 0 803 402 Through-Right 1 111 Right 286 1286 2 288 288 103 401 111 0 2 403 0 0 403 0 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 57 157 0 57 57 0 59 11159 0 59 59 0 59 59 Left-Through 0 000 Through 338 1184 4 342 186 64 416 111216 4 420 217 0 420 217 Through-Right 1 111 Right 215 10 0 215 0 8 232 111 0 0 232 0 0 232 0 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 0 0 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 360 North-South: 361 North-South:460 North-South: 461North-South: 461 CRITICAL VOLUMES East-West: 0 East-West: 0 East-West:000 East-West: East-West: SUM: 360 SUM:361 SUM: 460 SUM: 461 SUM: 461 VOLUME/CAPACITY (V/C) RATIO: 0.2620.263 0.335 0.335 0.335 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.1620.163 0.235 0.235 0.235 LEVEL OF SERVICE (LOS): AA AAA REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.000∆v/c after mitigation: 0.000 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 2 CMA09 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA02 East-West Street: Riverside Drive Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 47 147 4 51 51 3 52 111 52 4 56 56 0 56 56 Left-Through 0 000 Through 542 2271 11 553 277 19 583 222292 11 594 297 0 594 297 Through-Right 0 000 Right 483 1387 11 494 398 69 572 111464 11 583 475 0 583 475 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 197 1197 0 197 197 53 258 111258 0 258 258 0 258 258 Left-Through 0 000 Through 787 2394 0 787 394 25 844 222422 0 844 422 0 844 422 Through-Right 0 000 Right 33 18 0 33 8 0 34 111 8 0 34 8 0 34 8 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 50 150 0 50 50 0 52 111 52 0 52 52 0 52 52 Left-Through 0 000 Through 774 2387 3 777 389 208 1013 222507 3 1016 508 0 1016 508 Through-Right 0 000 Right 122 199 0 122 97 1 128 111 102 0 128 100 0 128 100 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 192 1192 0 192 192 17 217 111217 0 217 217 0 217 217 Left-Through 0 000 Through 190 1155 0 190 155 19 217 111177 0 217 177 0 217 177 Through-Right 1 111 Right 119 0119 0 119 119 12 136 000 136 0 136 136 0 136 136 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 584 North-South: 595 North-South:722 North-South: 733North-South: 733 CRITICAL VOLUMES East-West: 579 East-West: 581 East-West:724 East-West: 725 East-West: 725 SUM: 1163 SUM:1176 SUM: 1446 SUM: 1458 SUM: 1458 VOLUME/CAPACITY (V/C) RATIO: 0.8460.855 1.052 1.060 1.060 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.7460.755 0.952 0.960 0.960 LEVEL OF SERVICE (LOS): CC EEE REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.008∆v/c after mitigation: 0.008 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:23 PM 1 CMA02 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA02 East-West Street: Riverside Drive Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 89 189 2 91 91 3 96 111 96 2 98 98 0 98 98 Left-Through 0 000 Through 883 2442 6 889 445 31 950 222475 6 956 478 0 956 478 Through-Right 0 000 Right 326 1111 6 332 117 28 367 111 111 6 373 117 0 373 117 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 88 188 0 88 88 16 108 111108 0 108 108 0 108 108 Left-Through 0 000 Through 626 2313 0 626 313 23 674 222337 0 674 337 0 674 337 Through-Right 0 000 Right 23 10 0 23 0 0 24 111 0 0 24 0 0 24 0 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 188 1188 0 188 188 0 196 111 196 0 196 196 0 196 196 Left-Through 0 000 Through 424 2212 11 435 218 32 473 222237 11 484 242 0 484 242 Through-Right 0 000 Right 106 162 0 106 61 6 116 111 68 0 116 67 0 116 67 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 431 1431 0 431 431 65 513 111513 0 513 513 0 513 513 Left-Through 0 000 Through 557 1467 0 557 467 78 658 111549 0 658 549 0 658 549 Through-Right 1 111 Right 376 0376 0 376 376 49 440 000 440 0 440 440 0 440 440 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 530 North-South: 533 North-South:583 North-South: 586North-South: 586 CRITICAL VOLUMES East-West: 655 East-West: 655 East-West:750 East-West: 755 East-West: 755 SUM: 1185 SUM:1188 SUM: 1333 SUM: 1341 SUM: 1341 VOLUME/CAPACITY (V/C) RATIO: 0.8620.864 0.969 0.975 0.975 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.7620.764 0.869 0.875 0.875 LEVEL OF SERVICE (LOS): CC DDD REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.006∆v/c after mitigation: 0.006 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:23 PM 2 CMA02 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA03 East-West Street: US-101 NB Off-Ramp Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 22222 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 785 2393 2 787 394 68 885 222443 2 887 444 0 887 444 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 1444 3481 11 1455 485 40 1542 333514 11 1553 518 0 1553 518 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 27 127 0 27 27 1 29 111 29 0 29 29 0 29 29 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 428 1428 2 430 430 17 462 111462 2 464 464 0 464 464 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 481 North-South: 485 North-South:514 North-South: 518North-South: 518 CRITICAL VOLUMES East-West: 428 East-West: 430 East-West:462 East-West: 464 East-West: 464 SUM: 909 SUM:915 SUM: 976 SUM: 982 SUM: 982 VOLUME/CAPACITY (V/C) RATIO: 0.6060.610 0.651 0.655 0.655 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.5060.510 0.551 0.555 0.555 LEVEL OF SERVICE (LOS): AA AAA REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.004∆v/c after mitigation: 0.004 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:25 PM 1 CMA03 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA03 East-West Street: US-101 NB Off-Ramp Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 22222 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 1102 2551 7 1109 555 30 1177 222589 7 1184 592 0 1184 592 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 1199 3400 6 1205 402 84 1331 333444 6 1337 446 0 1337 446 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 43 143 0 43 43 4 49 111 49 0 49 49 0 49 49 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 239 1239 7 246 246 34 283 111283 7 290 290 0 290 290 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 551 North-South: 555 North-South:589 North-South: 592North-South: 592 CRITICAL VOLUMES East-West: 239 East-West: 246 East-West:283 East-West: 290 East-West: 290 SUM: 790 SUM:801 SUM: 872 SUM: 882 SUM: 882 VOLUME/CAPACITY (V/C) RATIO: 0.5270.534 0.581 0.588 0.588 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.4270.434 0.481 0.488 0.488 LEVEL OF SERVICE (LOS): AA AAA REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.007∆v/c after mitigation: 0.007 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:25 PM 2 CMA03 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA04 East-West Street: US-101 SB Ramps Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 33333 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- 0 SB-- 2 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 150 1150 0 150 150 5 161 111161 0 161 161 0 161 161 Left-Through 0 000 Through 675 2338 1 676 338 68 770 222385 1 771 386 0 771 386 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 870 2435 4 874 437 19 924 222462 4 928 464 0 928 464 Through-Right 0 000 Right 614 1614 7 621 621 22 661 111661 7 668 668 0 668 668 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 72 172 1 73 73 0 75 111 75 1 76 76 0 76 76 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 314 1164 0 314 164 37 364 111203 0 364 203 0 364 203 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 0 0 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 764 North-South: 771 North-South:822 North-South: 829North-South: 829 CRITICAL VOLUMES East-West: 164 East-West: 164 East-West:203 East-West: 203 East-West: 203 SUM: 928 SUM:935 SUM: 1025 SUM: 1032 SUM: 1032 VOLUME/CAPACITY (V/C) RATIO: 0.6510.656 0.719 0.724 0.724 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.5510.556 0.619 0.624 0.624 LEVEL OF SERVICE (LOS): AA BBB REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.005∆v/c after mitigation: 0.005 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:25 PM 1 CMA04 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Vineland Avenue Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA04 East-West Street: US-101 SB Ramps Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 33333 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 94 194 0 94 94 1 99 11199 0 99 99 0 99 99 Left-Through 0 000 Through 1004 2502 4 1008 504 28 1073 222537 4 1077 539 0 1077 539 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 754 2377 2 756 378 67 851 222426 2 853 427 0 853 427 Through-Right 0 000 Right 491 1444 4 495 446 22 533 111483 4 537 485 0 537 485 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 95 195 4 99 99 1 100 111 100 4 104 104 0 104 104 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 271 1177 0 271 177 46 328 111229 0 328 229 0 328 229 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 0 00 0 000 00 0000 000 0 0 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 538 North-South: 540 North-South:582 North-South: 584North-South: 584 CRITICAL VOLUMES East-West: 177 East-West: 177 East-West:229 East-West: 229 East-West: 229 SUM: 715 SUM:717 SUM: 811 SUM: 813 SUM: 813 VOLUME/CAPACITY (V/C) RATIO: 0.5020.503 0.569 0.571 0.571 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.4020.403 0.469 0.471 0.471 LEVEL OF SERVICE (LOS): AA AAA REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.002∆v/c after mitigation: 0.002 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:25 PM 2 CMA04 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA05 East-West Street: SR-134 WB Off-Ramp Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 22222 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 316 2158 7 323 162 66 395 222198 7 402 201 0 402 201 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 1220 2610 4 1224 612 298 1567 222784 4 1571 786 0 1571 786 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 5 15 0 5 5 0 5 1115 0 5 5 0 5 5 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 365 1365 2 367 367 81 461 111461 2 463 463 0 463 463 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 253 1253 0 253 253 9 272 111 272 0 272 272 0 272 272 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 610 North-South: 612 North-South:784 North-South: 786North-South: 786 CRITICAL VOLUMES East-West: 370 East-West: 372 East-West:466 East-West: 468 East-West: 468 SUM: 980 SUM:984 SUM: 1250 SUM: 1254 SUM: 1254 VOLUME/CAPACITY (V/C) RATIO: 0.6530.656 0.833 0.836 0.836 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.5530.556 0.733 0.736 0.736 LEVEL OF SERVICE (LOS): AA CCC REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.003∆v/c after mitigation: 0.003 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:25 PM 1 CMA05 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA05 East-West Street: SR-134 WB Off-Ramp Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 22222 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 726 2363 4 730 365 238 993 222497 4 997 499 0 997 499 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 0 00 0 0 0 0 0 0000 0 0 0 0 0 0 Left-Through 0 000 Through 640 2320 15 655 328 101 767 222384 15 782 391 0 782 391 Through-Right 0 000 Right 0 00 0 000 00 0000 000 00 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 0 00 0 000 00 0000 000 00 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 18 118 0 18 18 0 19 11119 0 19 19 0 19 19 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 488 1488 7 495 495 33 541 111541 7 548 548 0 548 548 Left-Through 0 000 Through 0 00 0 000 0 0000 0 000 0 0 Through-Right 0 000 Right 304 1304 0 304 304 42 358 111 358 0 358 358 0 358 358 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 363 North-South: 365 North-South:497 North-South: 499North-South: 499 CRITICAL VOLUMES East-West: 506 East-West: 513 East-West:560 East-West: 567 East-West: 567 SUM: 869 SUM:878 SUM: 1057 SUM: 1066 SUM: 1066 VOLUME/CAPACITY (V/C) RATIO: 0.5790.585 0.705 0.711 0.711 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.4790.485 0.605 0.611 0.611 LEVEL OF SERVICE (LOS): AA BBB REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.006∆v/c after mitigation: 0.006 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:25 PM 2 CMA05 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA06 East-West Street: Riverside Drive Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 79 179 0 79 79 33 115 111115 0 115 115 0 115 115 Left-Through 0 000 Through 244 2122 7 251 126 49 303 222152 7 310 155 0 310 155 Through-Right 0 000 Right 94 165 11 105 74 3 101 111 70 11 112 79 0 112 79 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 212 1212 0 212 212 65 286 111 286 0 286 286 0 286 286 Left-Through 0 000 Through 917 2459 6 923 462 277 1231 222616 6 1237 619 0 1237 619 Through-Right 0 000 Right 355 1329 0 355 329 37 406 111 379 0 406 379 0 406 379 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 52 152 0 52 52 0 54 111 54 0 54 54 0 54 54 Left-Through 0 000 Through 508 1333 4 512 337 195 724 111507 4 728 511 0 728 511 Through-Right 1 111 Right 158 0158 3 161 161 126 290 000 290 3 293 293 0 293 293 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 59 159 4 63 63 2 63 11163 4 67 67 0 67 67 Left-Through 0 000 Through 333 1191 0 333 191 53 399 111233 0 399 233 0 399 233 Through-Right 1 111 Right 48 048 0 48 48 17 67 000 67 0 67 67 0 67 67 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 538 North-South: 541 North-South:731 North-South: 734North-South: 734 CRITICAL VOLUMES East-West: 392 East-West: 400 East-West:570 East-West: 578 East-West: 578 SUM: 930 SUM:941 SUM: 1301 SUM: 1312 SUM: 1312 VOLUME/CAPACITY (V/C) RATIO: 0.6760.684 0.946 0.954 0.954 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.5760.584 0.846 0.854 0.854 LEVEL OF SERVICE (LOS): AA DDD REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.008∆v/c after mitigation: 0.008 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 1 CMA06 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA06 East-West Street: Riverside Drive Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 177 1177 0 177 177 92 276 111276 0 276 276 0 276 276 Left-Through 0 000 Through 602 2301 4 606 303 174 800 222400 4 804 402 0 804 402 Through-Right 0 000 Right 90 143 7 97 42 3 97 111 45 7 104 44 0 104 44 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 140 1140 0 140 140 25 171 111 171 0 171 171 0 171 171 Left-Through 0 000 Through 516 2258 22 538 269 82 619 222310 22 641 321 0 641 321 Through-Right 0 000 Right 360 1335 0 360 335 29 404 111378 0 404 378 0 404 378 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 50 150 0 50 50 0 52 11152 0 52 52 0 52 52 Left-Through 0 000 Through 372 1228 2 374 234 66 453 111274 2 455 280 0 455 280 Through-Right 1 111 Right 83 083 11 94 94 8 94 000 94 11 105 105 0 105 105 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 95 195 15 110 110 6 105 111 105 15 120 120 0 120 120 Left-Through 0 000 Through 929 1536 0 929 536 181 1148 111680 0 1148 680 0 1148 680 Through-Right 1 111 Right 142 0142 0 142 142 64 212 000 212 0 212 212 0 212 212 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 512 North-South: 512 North-South:654 North-South: 654North-South: 654 CRITICAL VOLUMES East-West: 586 East-West: 586 East-West:732 East-West: 732 East-West: 732 SUM: 1098 SUM:1098 SUM: 1386 SUM: 1386 SUM: 1386 VOLUME/CAPACITY (V/C) RATIO: 0.7990.799 1.008 1.008 1.008 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.6990.699 0.908 0.908 0.908 LEVEL OF SERVICE (LOS): BB EEE REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.000∆v/c after mitigation: 0.000 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 2 CMA06 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA07 East-West Street: Moorpark Street Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 22222 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 58 158 0 58 58 9 69 11169 0 69 69 0 69 69 Left-Through 0 000 Through 312 1171 1 313 172 80 405 111218 1 406 219 0 406 219 Through-Right 1 111 Right 30 030 0 30 30 0 31 000 31 0 31 31 0 31 31 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 14 114 4 18 18 1 16 111 16 4 20 20 0 20 20 Left-Through 0 000 Through 1076 2538 4 1080 540 403 1522 222761 4 1526 763 0 1526 763 Through-Right 0 000 Right 106 172 22 128 94 6 116 111 80 22 138 102 0 138 102 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 69 169 0 69 69 0 72 111 72 0 72 72 0 72 72 Left-Through 0 000 Through 382 0519 0 382 519 31 428 000593 0 428 593 0 428 593 Through-Right 1 111 Right 137 00 0 137 0 22 165 000 0 0 165 0 0 165 0 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 35 135 0 35 35 1 37 11137 0 37 37 0 37 37 Left-Through 0 000 Through 282 1282 0 282 282 7 300 111300 0 300 300 0 300 300 Through-Right 0 000 Right 26 119 1 27 18 0 27 111 19 1 28 18 0 28 18 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 596 North-South: 598 North-South:830 North-South: 832North-South: 832 CRITICAL VOLUMES East-West: 554 East-West: 554 East-West:630 East-West: 630 East-West: 630 SUM: 1150 SUM:1152 SUM: 1460 SUM: 1462 SUM: 1462 VOLUME/CAPACITY (V/C) RATIO: 0.7670.768 0.973 0.975 0.975 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.6670.668 0.873 0.875 0.875 LEVEL OF SERVICE (LOS): BB DDD REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.002∆v/c after mitigation: 0.002 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 1 CMA07 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Lankershim Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA07 East-West Street: Moorpark Street Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 22222 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 205 1205 0 205 205 46 259 111 259 0 259 259 0 259 259 Left-Through 0 000 Through 816 1425 4 820 427 265 1114 111575 4 1118 577 0 1118 577 Through-Right 1 111 Right 34 034 0 34 34 0 35 000 35 0 35 35 0 35 35 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 21 121 2 23 23 1 23 11123 2 25 25 0 25 25 Left-Through 0 000 Through 469 2235 2 471 236 81 569 222285 2 571 286 0 571 286 Through-Right 0 000 Right 180 1154 13 193 167 6 193 111 166 13 206 179 0 206 179 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 53 153 0 53 53 0 55 11155 0 55 55 0 55 55 Left-Through 0 000 Through 323 0387 0 323 387 10 346 000421 0 346 421 0 346 421 Through-Right 1 111 Right 64 00 0 64 0 8 75 000 0 0 75 0 0 75 0 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 32 132 0 32 32 1 34 111 34 0 34 34 0 34 34 Left-Through 0 000 Through 471 1471 0 471 471 31 521 111521 0 521 521 0 521 521 Through-Right 0 000 Right 35 125 4 39 28 1 37 111 26 4 41 29 0 41 29 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 446 North-South: 450 North-South:598 North-South: 602North-South: 602 CRITICAL VOLUMES East-West: 524 East-West: 524 East-West:576 East-West: 576 East-West: 576 SUM: 970 SUM:974 SUM: 1174 SUM: 1178 SUM: 1178 VOLUME/CAPACITY (V/C) RATIO: 0.6470.649 0.783 0.785 0.785 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.5470.549 0.683 0.685 0.685 LEVEL OF SERVICE (LOS): AA BBB REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.002∆v/c after mitigation: 0.002 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 2 CMA07 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Cahuenga Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA08 East-West Street: Riverside Drive Projection Year: 2018 Peak Hour: AM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 19 119 1 20 20 0 20 11120 1 21 21 0 21 21 Left-Through 0 000 Through 546 1313 0 546 313 100 668 111404 0 668 404 0 668 404 Through-Right 1 111 Right 79 079 0 79 79 58 140 000 140 0 140 140 0 140 140 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 259 1259 0 259 259 53 322 111 322 0 322 322 0 322 322 Left-Through 0 000 Through 1225 1696 0 1225 696 293 1567 111870 0 1567 871 0 1567 871 Through-Right 1 111 Right 166 0166 1 167 167 0 173 000 173 1 174 174 0 174 174 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 227 1227 4 231 231 1 237 111 237 4 241 241 0 241 241 Left-Through 0 000 Through 547 1285 7 554 291 210 779 111402 7 786 408 0 786 408 Through-Right 1 111 Right 23 023 4 27 27 1 25 000 25 4 29 29 0 29 29 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 208 1208 0 208 208 25 241 111241 0 241 241 0 241 241 Left-Through 0 000 Through 297 1180 2 299 181 48 357 111217 2 359 218 0 359 218 Through-Right 1 111 Right 62 062 0 62 62 11 76 000 76 0 76 76 0 76 76 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 715 North-South: 716 North-South:890 North-South: 892North-South: 892 CRITICAL VOLUMES East-West: 493 East-West: 499 East-West:643 East-West: 649 East-West: 649 SUM: 1208 SUM:1215 SUM: 1533 SUM: 1541 SUM: 1541 VOLUME/CAPACITY (V/C) RATIO: 0.8790.884 1.115 1.121 1.121 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.7790.784 1.015 1.021 1.021 LEVEL OF SERVICE (LOS): CFFFC REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.006∆v/c after mitigation: 0.006 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 1 CMA08 Level of Service Workheet (Circular 212 Method)

I/S #: North-South Street: Cahuenga Boulevard Year of Count: 2016 Ambient Growth: (%): 2.0 Conducted by: NDS Date: 11/28/2016 CMA08 East-West Street: Riverside Drive Projection Year: 2018 Peak Hour: PM Reviewed by: MB Project: 5-16-0242-1 Lankershim/Riverside No. of Phases 44444 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 00000 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 Right Turns: FREE-1, NRTOR-2 or OLA-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? 22222 Override Capacity 00000 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 43 143 4 47 47 2 47 111 47 4 51 51 0 51 51 Left-Through 0 000 Through 1005 1544 0 1005 544 315 1361 111737 0 1361 737 0 1361 737 Through-Right 1 111 Right 82 082 0 82 82 28 113 000 113 0 113 113 0 113 113 Left-Through-Right 0 000 NORTHBOUND Left-Right 0 000

Left 134 1134 0 134 134 14 153 111153 0 153 153 0 153 153 Left-Through 0 000 Through 675 1448 0 675 450 82 784 111508 0 784 510 0 784 510 Through-Right 1 111 Right 221 0221 4 225 225 1 231 000 231 4 235 235 0 235 235 Left-Through-Right 0 000 SOUTHBOUND Left-Right 0 000

Left 189 1189 2 191 191 1 198 111198 2 200 200 0 200 200 Left-Through 0 000 Through 380 1207 4 384 210 66 461 111248 4 465 251 0 465 251 Through-Right 1 111 Right 33 033 2 35 35 1 35 000 35 2 37 37 0 37 37 Left-Through-Right 0 000 EASTBOUND Left-Right 0 000

Left 176 1176 0 176 176 50 233 111 233 0 233 233 0 233 233 Left-Through 0 000 Through 910 1537 7 917 540 193 1140 111679 7 1147 682 0 1147 682 Through-Right 1 111 Right 163 0163 0 163 163 47 217 000 217 0 217 217 0 217 217 Left-Through-Right 0 000 WESTBOUND Left-Right 0 000 North-South: 678 North-South: 678 North-South:890 North-South: 890North-South: 890 CRITICAL VOLUMES East-West: 726 East-West: 731 East-West:877 East-West: 882 East-West: 882 SUM: 1404 SUM:1409 SUM: 1767 SUM: 1772 SUM: 1772 VOLUME/CAPACITY (V/C) RATIO: 1.0211.025 1.285 1.289 1.289 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.9210.925 1.185 1.189 1.189 LEVEL OF SERVICE (LOS): EFFFE REMARKS: Version: 1i Beta; 8/4/2011 PROJECT IMPACT Change in v/c due to project: 0.004∆v/c after mitigation: 0.004 Significant impacted?NO Fully mitigated? N/A

11/28/2016-5:24 PM 2 CMA08