Appendix J: Transportation and Circulation J 1: Transportation Analysis Report J 2: Los Angeles Department of Transportation (LADOT) Approval Letter J 3: Construction Traffic Analysis
J 1: Transportation Analysis Report
TRAFFIC IMPACT REPORT FOR PROPOSED 6250 SUNSET PROJECT Prepared for: ESSEX PROPERTY TRUST, INC. Prepared by: Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, California 90230 (310) 473-6508 September 2014
EXECUTIVE SUMMARY The 6250 Sunset Project (the Project) is a proposed residential/commercial mixed-use Project within the Hollywood Redevelopment Project Area. The Project Site is located at 6230-6254 Sunset Boulevard and 6237-6253 Leland Way on the south side of Sunset Boulevard opposite Argyle Avenue. The Project Site is bounded by Leland Way to the south and North El Centro Avenue to the east. Currently, the Project Site is developed with an approximately 38, 280 square foot building constructed in the late 1930 s as the Earl Carroll Theatre (ECT Building), and a surface parking lot with accessory structures. The ECT Building has been used by the Nickelodeon on Sunset Corporation (Nickelodeon) as a sound stage for television productions with associated offices since the early 1980 s. The Project would protect and retain the ECT Building and would construct a new seven-story mixed-use building on the western portion of the Project Site that would include 200 apartment units and 4,700 square feet of ground floor commercial use. For purposes of a conservative traffic analysis, a Project completion year of 2017 has been assumed and conversion of the ECT Building to creative office was analyzed as a potential scenario. Upon completion, it is estimated that the Project would generate approximately 1,358 new trips per day at area intersections, including 111 AM and 115 PM peak-hour trips assuming the existing ECT Building remains as the current mix of creative office, Studio and support uses, or 1,473 new trips per day at area intersections, including 132 AM and 121 PM peak-hour trips assuming all of the existing ECT Building becomes creative office use. Parking for the Project would be provided within a four level parking structure that would serve residential and commercial uses within the new building as well as the uses within the ECT Building for 316 vehicles (236 residential spaces, 10 spaces for the commercial i
use, and 70 spaces for the ECT Building). The parking structure would include two levels of subterranean parking, an at-grade parking level, and an above grade parking level. The proposed parking supply is expected to meet the requirements of the City of Los Angeles Municipal Code. In addition, the Project would comply with the LAMC bicycle parking requirements by providing 246 long-term and short-term bicycle stalls. Vehicular access to parking would be provided via a driveway on Sunset Boulevard opposite Argyle Avenue for commercial parking access, and a driveway on Leland Way between Vine Street and El Centro Avenue for residential parking access. The Driveway along Sunset Boulevard opposite Argyle Avenue would be controlled by the existing signal at this intersection with solid and flashing northbound red phases added for Project traffic exiting the commercial parking area, and the southbound approach will be restriped to add a right-turn only lane to facilitate the traffic at this intersection. The traffic study presented herein analyzed existing (2014) and future (2017) AM and PM peak-hour traffic conditions at 13 critical intersections in the vicinity of the Project site. The cumulative traffic conditions attributable to 67 potential related projects in the surrounding area were also analyzed. The Project is not anticipated to have significant traffic impacts at any of the 13 study intersections under the existing and future conditions. Project traffic impacts were also analyzed for Congestion Management Program (CMP) locations. No significant regional traffic impacts were determined for the CMP monitoring intersections or freeway locations. In addition, the Project s transit impacts on the public transit system were analyzed based on existing available transit capacity. No significant transit impacts were identified. ii
TABLE OF CONTENTS Page Introduction... 1 Project Description... 4 Environmental Setting... 6 Freeways... 7 Streets and Highways... 8 Existing (2014) Traffic Volumes... 11 Public Transit... 14 Analysis of Existing (2014) Traffic Conditions... 18 Project Traffic... 23 Trip Generation... 23 Trip Distribution... 26 Trip Assignment... 30 Project Parking and Vehicular Access... 31 With Project Traffic Conditions... 36 Significant Traffic Impact Criteria... 36 Existing (2014) With Project Conditions... 36 Future (2017) Without and With Project Conditions... 37 Traffic Growth... 41 Related Projects... 41 Highway System Improvements... 42 Analysis of Future (2017) Without and With Project Traffic Conditions... 52 Regional Traffic Impact Analysis Per Congestion Management Plan (CMP)... 55 Transit Impact Analysis... 60 Mitigation Measures... 62 Appendix A LADOT Signed Traffic Study Memorandum of Understanding Appendix B Traffic Counts Appendix C Study Intersection Geometrics and Signal Phasing Appendix D Project Trip Generation Rates Appendix E Related Projects Trip Generation Rates & Equations Appendix F Critical Movement Analysis (CMA) Worksheets iii
LIST OF FIGURES Figure No. Page 1 Project Site Vicinity and Study Intersections Location Map... 2 2 Project Site Plan... 5 3 Existing (2014) Traffic Volumes... 12 4 Project Trip Distribution Percentages... 32 5 Net Project Traffic Volumes... 34 6 Existing (2014) With Project Peak Hour Traffic Volumes... 38 7 Related Projects Locations... 43 8 Related Projects Traffic Volumes... 50 9 Future (2017) Traffic Volumes Without Project... 53 10 Future (2017) Traffic Volumes With Project... 56 LIST OF TABLES Table No. Page 1 Critical Movement Volume Ranges Levels of Service... 20 2 Level of Service as a Function of CMA Values... 21 3 CMA Summary Existing (2014) Conditions... 22 4 Project Trip Adjustment Factors... 26 5 Project Trip Generation... 27 6 Directional Trip Distribution... 30 7 Significant Project Traffic Impact Criteria... 36 8 CMA Summary Existing (2014) Without and With Project... 40 9 Related Projects Location, Description, and Trip Generation... 44 10 CMA Summary Future (2017) Without and With Project... 58 11 Project Transit Trip Summary... 61 iv
INTRODUCTION The Project under consideration is a residential/commercial mixed-use development. As shown in Figure 1, Project Site Vicinity Map, the Project Site is located in the Hollywood community of the City of Los Angeles, and is also within the Hollywood Redevelopment Project Area. The Project site is located at 6230-6254 Sunset Boulevard and 6237-6253 Leland Way, on the south side of Sunset Boulevard at Argyle Avenue. The Project Site is bounded by Leland Way to the south and North El Centro Avenue to the east. Currently, the Project site is developed with the ECT Building and a surface parking lot with accessory structures. The Project would retain the ECT Building and construct a new seven-story mixed-use building on the western portion of the Project Site that would include 200 apartment units and 4,700 square feet of commercial use. Crain & Associates has been retained to assess the potential impacts of the Project on the surrounding roadway system. The analysis that follows was prepared in accordance with the assumptions, methodology, and procedures approved by the City of Los Angeles Department of Transportation (LADOT). The LADOT signed Traffic Study Memorandum of Understanding is included in Appendix A. This report presents the results of an analysis of existing (2014) and future (2017) traffic conditions before and after completion of the Project. The analysis contains a detailed evaluation of traffic conditions during the AM and PM peak hours at the following 13 study intersections: o Franklin Avenue/US-101 Freeway Southbound Off-Ramp & Vine Street o Franklin Avenue/US-101 Freeway Northbound On-Ramp & Argyle Avenue o Selma Avenue & Vine Street 1
o Selma Avenue & Argyle Avenue o Sunset Boulevard & Vine Street o Sunset Boulevard & Argyle Avenue o Sunset Boulevard & El Centro Avenue o Sunset Boulevard & Gower Street o Sunset Boulevard & Van Ness Avenue o Sunset Boulevard & Wilton Place o De Longpre Avenue & Vine Street o Fountain Avenue & Vine Street o Fountain Avenue & El Centro Avenue The locations of these study intersections relative to the Project Site are shown on Project Site Vicinity Map (Figure 1). These locations include key intersections along the primary access routes to and from the site, and are those locations expected to be most directly impacted by Project traffic. 3
PROJECT DESCRIPTION The Project is a proposed residential/ /commercial mixed-use Project within the Hollywood Redevelopment Project Area. The Project Site is located at 6230-6254 Sunset Boulevard and 6237-6253 Leland Way on the south side of Sunset Boulevard opposite Argyle Avenue and is bounded by Leland Way to the south and North El Centro Avenue to the east. Currently, the Project Site is developed with the ECT Building, and a surface parking lot with accessory structures. The ECT Building has been used by Nickelodeon as a sound stage for television productions with associated offices since the early 1980 s. The Project would protect and retain the ECT Building and would construct a new mixed-use building on the western portion of the Project Site that would include 200 apartment units and 4,700 square feet of ground floor commercial use. For purposes of a conservative traffic analysis, a Project completion year of 2017 has been assumed and conversion of the ECT Building to creative office was analyzed as a potential scenario. The Project Site plan is provided as Figure 2. Parking for the Project would be provided within a four level parking structure that would serve residential and commercial uses within the new building as well as the uses within the ECT Building. The parking structure would include two levels of subterranean parking, an at-grade parking level, and an above grade parking level that would provide 316 spaces. The proposed parking supply is expected to meet the requirements of the City of Los Angeles Municipal Code. Vehicular access to parking will be provided via a driveway on Sunset Boulevard opposite Argyle Avenue for commercial parking access, and a driveway on Leland Way between Vine Street and El Centro Avenue for residential parking access. The Driveway along Sunset Boulevard opposite Argyle Avenue will be controlled by the existing signal at this intersection with solid and flashing northbound red phases added for Project traffic exiting the commercial parking area, and the southbound approach will be restriped to add a right-turn only lane to facilitate the traffic at this intersection. 4
ENVIRONMENTAL SETTING The Project is located on the south side of Sunset Boulevard opposite Argyle Avenue. Located within the Hollywood Redevelopment Project Area, the area surrounding the Project Site is primarily developed with commercial and medium- and high-density residential uses. In addition, the Southern California Hospital of Hollywood is located south of the Project Site on De Longpre Avenue. Commercial uses near the Project include studios and offices as well as local and regional-serving retail and restaurant establishments. The commercial uses are primarily concentrated along major arterials including Sunset Boulevard, Hollywood Boulevard, Cahuenga Boulevard and Vine Street. Several other theaters and entertainment-oriented destinations are located within the Project area. There are a number of theaters located approximately one-quarter mile from the Project Site. These theaters include the Pantages Theater and the James A. Doolittle Theater. The Hollywood Palladium is located east of the Project Site, on the north side of Sunset Boulevard. The ArcLight Cinerama Dome is located west of the Project Site, on the south side of Sunset Boulevard between Ivar Avenue and Vine Street. Northwest of the Project Site, tourist attractions are concentrated along Hollywood Boulevard, including Mann Chinese Theater, Kodak Theater and the Hollywood and Highland mixed-use development. Further south between Leland Way and De Longpre Avenue are facilities and parking areas associated with the Southern California Hospital of Hollywood. Residential development in the Project area is primarily multi-family in nature. Near the Project Site, medium density residential development consisting of a three story apartment complex and one-story bungalow-style apartments are located south of the 6
Project Site along Leland Way. Multi-family residential developments are also located south of the Project, along De Longpre Avenue, Afton Place, and Fountain Avenue east of Vine Street. Although single-family residences are interspersed throughout portions of the Project area, single-family residential development is primarily concentrated north of Franklin Avenue, in the Hollywood Hills. Some light industrial uses in the Project area are located along portions of Sunset Boulevard north and east of the Project Site. These light industrial uses are primarily movie, radio and television studios, and auxiliary facilities for the entertainment industry. The Project Site and surrounding uses are well-served by Major and Secondary Highways, including Sunset Boulevard, Franklin Avenue, Yucca Street, Hollywood Boulevard, Fountain Avenue, Cahuenga Boulevard, Vine Street, and Gower Street. In addition, surface street access to and from the Hollywood Freeway (US-101) is provided within one-half mile north from the Project Site. These transportation facilities and other local roadways are described in more detail below. Freeways The Hollywood Freeway (US-101) extends in a northwesterly/southeasterly direction through the Project area. Northwest of the Project Site, the Hollywood Freeway provides a direct route through the Cahuenga Pass to the San Fernando Valley. Near Downtown Los Angeles, the Hollywood Freeway interchanges with the Harbor/Pasadena Freeways (I-110/SR-110). The Hollywood Freeway extends southeast of Downtown where it merges with the Golden State Freeway (I-5). In the vicinity of the Project Site, the Hollywood Freeway provides four travel lanes per direction. Surface street access is provided on Hollywood Boulevard and Sunset Boulevard approximately one-half mile east of the Project Site. Less than one-half mile north of the Project Site, a southbound off-ramp is provided on Vine Street. Northbound 7
and southbound on-ramps are provided on Argyle Avenue, and northbound and southbound off-ramps are provided on Gower Street. According to the most current (2012) data available through the Caltrans Website, traffic volumes on the Hollywood Freeway, between Sunset Boulevard and Argyle Avenue, are approximately 189,000 vehicles per day (VPD), with peak-hour volumes of approximately 11,700 vehicles per hour (VPH). Streets and Highways Franklin Avenue is an east-west roadway located north of the Project Site. Designated a Secondary Highway, this roadway provides access through the Hollywood Community, from Sierra Bonita Avenue to its eastern terminus at Saint George Street in the Los Feliz community. North of the Project Site, a southbound Hollywood Freeway off-ramp is provided at the intersection of Franklin Avenue/Vine Street and a northbound freeway on-ramp is provided at the intersection of Franklin Avenue/Argyle Avenue. Franklin Avenue generally provides two travel lanes per direction within an approximate 55- to 70-foot wide roadway. Left-turn channelization is provided at major intersections. Selma Avenue, a local street, provides east-west access between Highland Avenue and Gower Street. In the Project vicinity, this street has one travel lane in each direction within an approximately 40-foot roadway width. Sunset Boulevard is a Major Highway Class II, which provides continuous access between Downtown Los Angeles and the Cities of West Hollywood, Beverly Hills, and Santa Monica. This roadway forms the northern boundary of the Project Site. Sunset Boulevard is the northernmost east-west thoroughfare south of the Santa Monica Mountains and is heavily used by both local and commuter traffic. A northbound Hollywood Freeway off-ramp and southbound freeway on-ramp are located on Sunset 8
Boulevard, approximately half a mile east of the Project Site. In the Project vicinity, Sunset Boulevard provides three travel lanes in each direction plus left-turn channelization within an approximately 70- to 80-foot roadway width. De Longpre Avenue, an east-west local street south of the Project Site, has one through lane in each direction and eastbound left-turn channelization within a roadway width of approximately 40 feet at its intersection with Vine Street. Fountain Avenue, a Secondary Highway, extends easterly from La Cienega Boulevard to its eastern terminus near its intersection with Hollywood Boulevard, less than two miles northeast of the Project. North of the Project, this east-west roadway provides one travel lane per direction plus on-street parking within an approximately 40-foot roadway width. Vine Street is a north-south Major Highway Class II between Franklin Avenue and Melrose Avenue, where it transitions to Rossmore Avenue. North of Franklin Avenue, Vine Street is designated a Collector Street. Immediately south of Franklin Avenue, a southbound Hollywood Freeway off-ramp is located on Vine Street. Near the Project Site, Vine Street provides two travel lanes per direction plus left-turn channelization, within an approximately 65- to 75-foot roadway width. The Hollywood Walk of Fame branches down both sides of Vine Street between Yucca Street and Sunset Boulevard. Argyle Avenue extends from north of Franklin Avenue to its southern terminus at Sunset Boulevard. Argyle Avenue is a local street throughout its length. A southbound Hollywood Freeway on-ramp is provided on Argyle Avenue between Franklin Avenue and Yucca Street. In the Project vicinity, Argyle Avenue provides one travel lane per direction within an approximately 45- to 50-foot roadway width. Left-turn channelization is provided on Argyle Avenue at major intersections. 9
El Centro Avenue forms the eastern boundary of the Project s south parcel. This local street extends north-south between Melrose Avenue and Hollywood Boulevard. In the Project vicinity, El Centro Avenue provides one travel lane per direction within an approximately 35-foot roadway width. Gower Street, located east of the Project Site, is a north-south Secondary Highway between Franklin Avenue and Melrose Avenue. North of Franklin Avenue and south of Melrose Avenue, Gower Street is a local street. Gower Street terminates to the south at 1st Street in the Hancock Park Community. Approximately half a mile northeast of the Project Site, the Hollywood Freeway accesses the surface street network with northbound and southbound off-ramps on Gower Street between Franklin Avenue and Yucca Street. Gower Street provides one travel lane per direction plus left-turn channelization within an approximately 50-foot roadway width. Van Ness Avenue is a Collector Street south of Hollywood Boulevard and a Local Street to the north. This north-south oriented roadway provides discontinuous access from north of Franklin Avenue to its southern terminus at Wilshire Boulevard. Van Ness Avenue provides continuous access from north of Franklin Avenue to Hollywood Boulevard, where it discontinues. Van Ness Avenue resumes continuous service at the Hollywood Freeway southbound off-ramp, located north of Sunset Boulevard. Near the Project, Van Ness Avenue provides one travel lane per direction plus left-turn channelization within an approximately 30-foot roadway width. Wilton Place extends southerly from north of Franklin Avenue to 18th Street, north of the Santa Monica Freeway (I-10). Wilton Place provides discontinuous service south of the Santa Monica Freeway (I-10) to its terminus at 186th Street in the City of Torrance. In the vicinity of the Project, Wilton Place is designated a Secondary Highway between Franklin Avenue and Beverly Boulevard. North of Franklin Avenue, Wilton Place is 10
designated a Local Street and south of Beverly Boulevard Wilton Place is a Collector Street. Near the Project Site, Wilton Place provides two travel lanes per direction within an approximately 40- to 45-foot roadway width. Existing (2014) Traffic Volumes Traffic volumes for existing conditions at the study intersections were obtained from manual traffic counts conducted in October 2012 through December 2013. In accordance with LADOT Traffic Study Policies and Procedures, the traffic counts conducted for this study cover the weekday morning and afternoon peak commute periods. Peak-hour volumes were determined individually for each intersection based on the combined four highest consecutive 15-minute volumes for all vehicular movements at the intersection. An annual ambience growth factor of 1.0 percent was compounded and applied to the 2012 and 2013 volumes to represent existing volumes for the year 2014. The volumes were compared with counts conducted for the Hollywood Palladium project traffic study for the 11 intersections included in both studies. The Palladium counts were conducted in August through October 2013. At the 11 common intersections, on an intersection by intersection basis, the higher of the growth factored volumes from each study was determined. The volumes with the greater intersection value were used in this analysis. Weekday peak-hour volumes at the study intersections used in the analysis are detailed on the pages that follow and are illustrated in Figures 3(a) and 3(b). The manual intersection traffic count data sheets are provided in Appendix B. 11
Information pertaining to intersection widths and geometrics, bus stop locations, on-street parking restrictions, and traffic signal operations were obtained from both field checks and City engineering plans. The existing lane configuration and traffic control conditions for the 13 study intersections are illustrated in Appendix C. Public Transit The Los Angeles County Metropolitan Transportation Authority (MTA) and Los Angeles Department of Transportation (LADOT) provide an extensive system of bus lines in the Hollywood Community. A number of MTA and LADOT bus routes are within reasonable walking distance from the Project Site (less than approximately one-quarter mile), providing access for residents, employees and patrons of the Project. Additionally, the proximity of the Hollywood/Vine Metro Red Line Transit Station (which is two blocks to the north) allows immediate access to the Metro Red Line subway rail system. The public transit routes serving the Project are described in detail below. MTA Bus Service Lines 2 and 302 are east-west oriented routes which operate between Downtown Los Angeles, Hollywood, Beverly Hills, Westwood and Pacific Palisades via Sunset Boulevard. Line 2 provides service between Pacific Palisades and Downtown Los Angeles. Line 2 provides stops in the Project vicinity on Sunset Boulevard at Vine Street and Gower Avenue. Line 302 follows the same route but provides limited stops along Sunset Boulevard from Beverly Drive to Figueroa Street/Cesar Chavez Avenue. A limited stop that serves the site is provided at Vine Street. Line 2 operates daily with headways of approximately 10 to 15 minutes during the weekday AM and PM peak hours. Saturday service is provided approximately 14
every 15 minutes. Sunday and holiday service operates on headways of approximately 20 to 30 minutes. Line 302 operates on weekdays only. Lines 180 and 181 operate between Altadena, Pasadena, Eagle Rock, Glendale, Los Feliz and Hollywood. Near the Project Site, Lines 180 and 181 travel along Hollywood Boulevard, with a stop provided at the Hollywood/Vine Metro Red Line Transit Station and stops on Hollywood Boulevard at Argyle Avenue and El Centro Avenue. These lines operate weekdays on headways of approximately 20 to 35 minutes during peak hours. Saturday, Sunday and holiday service is provided on headways of approximately 20 minutes. Line 210 provides service between Redondo Beach, Torrance, Hawthorne, Inglewood, Mid-City, Hancock Park and Hollywood. Near the Project Site, Line 210 operates on Vine Street, with stops provided at Sunset Boulevard and at the Hollywood/Vine Metro Red Line Transit Station. Line 210 operates daily on headways of 10 to 20 minutes during peak hours. Lines 212 and 312 provide service between Hawthorne, Inglewood, Baldwin Hills and Hollywood, via La Brea Avenue. Line 312 provides limited stops throughout the route. Weekday service is provided on headways of approximately 15 to 30 minutes. Line 312 does not operate on Saturday, Sunday or holidays. Saturday, Sunday and holiday service is provided on Line 212 with headways of approximately 30 minutes. Lines 212 and 312 stop at the Hollywood/Vine Metro Red Line Transit Station. Line 217 has north-south service from north of the Santa Monica Freeway (I-10) through the City of West Hollywood and the Hollywood community, via Fairfax Avenue. Near the Project Site, Line 217 operates on Hollywood Boulevard, with stop provided at the Hollywood/Vine Metro Red Line Transit Station. Line 217 operates 15
Monday through Saturday on headways of approximately 10 to 15 minutes. Sunday and holiday service operates on headways of approximately 15 to 30 minutes. Line 780, the Hollywood/Glendale/Pasadena Metro Rapid line, is part of the greater Metro Rapid Program, which uses a bus signal priority system in combination with frequent stops limited to major intersections in order to minimize travel time. Line 780 provides east-west service between Pasadena, Eagle Rock, Glendale, Los Feliz, Mid City, Park La Brea, West Hollywood and Hollywood. In the vicinity of the Project Site, Line 780 operates on Hollywood Boulevard, with a stop provided at the Hollywood/Vine Metro Red Line Transit Station. Service is provided weekdays only, on headways of approximately 10 to 30 minutes. MTA Rail Service Metro Red Line provides rail transportation through Downtown Los Angeles, Mid- Wilshire, and North Hollywood. In the vicinity of the Project Site, the Red Line operates east-west service underneath Hollywood Boulevard. The Metro Red Line Hollywood/Vine Transit Station is located two blocks north of the Project Site. Approximately three-quarters of a mile northwest of the Project Site, there is another Metro Red Line stop at the Hollywood/Highland Transit Station, as well as a stop one mile to the northeast at the Hollywood/Western Transit Station. These Metro Red Line stops provide bicycle storage and park-and-ride lots to encourage multi-modal transportation. With a stop also available at Union Station in Downtown Los Angeles, the Red Line links with the other rail lines and transit ways, providing access to Mid- Wilshire, Long Beach, Redondo Beach, Norwalk, Chatsworth, Culver City and Pasadena. The Red Line operates between 4:30 AM and 12:00 AM, with headways in the Project area ranging from approximately 10 to 20 minutes throughout the day. 16
LADOT Bus Service DASH Hollywood provides local access throughout the Hollywood community. Near the Project Site, DASH Hollywood operates along Argyle Avenue and Hollywood Boulevard. Stops within walking distance from the Project Site are provided on Hollywood Boulevard at Argyle Avenue and on Argyle Avenue at the Hollywood/Vine Metro Red Line Transit Station. DASH Hollywood operates everyday, including holidays, on approximately 30 minute headways. The Hollywood DASH provides transfer opportunities to the Hollywood/Wilshire DASH, Beachwood Canyon DASH and the Hollywood/West Hollywood DASH, further extending access to and from the Project Site. DASH Hollywood/Wilshire provides north-south access between Hollywood Boulevard and Wilshire Boulevard. Near the Project Site, DASH Hollywood/Wilshire operates along Argyle Avenue and Sunset Boulevard. Stops within walking distance from the Project Site are provided on Sunset Boulevard at El Centro Avenue and on Argyle Avenue at the Hollywood/Vine Metro Red Line Transit Station. DASH Hollywood/Wilshire operates Monday through Friday on approximately 25 minute headways. DASH Beachwood Canyon provides north-south access between Beachwood Canyon and Sunset Boulevard. Near the Project Site, DASH Beachwood Canyon runs southbound on El Centro Avenue, westbound on Sunset Boulevard, northbound on Vine Street, and eastbound on Hollywood Boulevard. Stops are provided on Argyle Avenue at the Hollywood/Vine Metro Red Line Transit Station, and on Vine Street at Sunset Boulevard. DASH Beachwood Canyon operates Monday through Saturday on headways of approximately 25 minutes. 17
When transfer opportunities are considered, the Project is well served by public transit. Thus, it is expected that some of the person trips generated by the Project will utilize public transportation as their primary travel mode instead of private vehicles. Analysis of Existing (2014) Traffic Conditions An analysis of existing weekday AM and PM peak-hour traffic conditions was performed at the 13 study intersections listed below. These intersections were determined in consultation with LADOT. 1. Franklin Avenue/US-101 Freeway Southbound Off-Ramp & Vine Street 2. Franklin Avenue/US-101 Freeway Northbound On-Ramp & Argyle Avenue 3. Selma Avenue & Vine Street 4. Selma Avenue & Argyle Avenue 5. Sunset Boulevard & Vine Street 6. Sunset Boulevard & Argyle Avenue 7. Sunset Boulevard & El Centro Avenue 8. Sunset Boulevard & Gower Street 9. Sunset Boulevard & Van Ness Avenue 10. Sunset Boulevard & Wilton Place 11. De Longpre Avenue & Vine Street 12. Fountain Avenue & Vine Street 13. Fountain Avenue & El Centro Avenue The traffic analysis was performed through the use of established traffic engineering techniques. The methodology used in this study for the analysis and evaluation of traffic operations at each study intersection is based on procedures outlined in Circular Number 212 of the Transportation Research Board. 1 In the discussion of Critical 1 Interim Materials on Highway Capacity, Circular Number 212, Transportation Research Board, Washington, D.C., 1980. 18
Movement Analysis (CMA) for signalized intersections, procedures have been developed for determining operating characteristics of an intersection in terms of the Level of Service (LOS) provided for different levels of traffic volume and other variables, such as the number of signal phases. The term "Level of Service" describes the quality of traffic flow. Levels of Service A to C operate quite well. Level D typically is the level for which a metropolitan area street system is designed. Level E represents volumes at or near the capacity of the highway which might result in stoppages of momentary duration and fairly unstable flow. Level F occurs when a facility is overloaded and is characterized by stop-and-go traffic with stoppages of long duration. A determination of the LOS at an intersection, where traffic volumes are known or have been projected, can be obtained through a summation of the critical movement volumes at that intersection. Once the sum of critical movement volumes has been obtained, the values indicated in Table 1 can be used to determine the applicable LOS. "Capacity" represents the maximum total hourly movement volume of vehicles in the critical lanes which has a reasonable expectation of passing through an intersection under prevailing roadway and traffic conditions. For planning purposes, capacity equates to the maximum value of Level of Service E, as indicated in Table 1. The CMA indices used in this study were calculated by dividing the sum of critical movement volumes by the appropriate capacity value for the type of signal control present at the study intersections. Thus, the LOS corresponding to a range of CMA values is shown in Table 2. By applying this analysis procedure to the study intersections, the CMA value and the corresponding LOS for existing (2014) traffic conditions were calculated, as shown in Table 3. The CMA calculation worksheets for existing conditions are included in Appendix F. 19
Table 1 Critical Movement Volume Ranges* For Determining Levels of Service Maximum Sum of Critical Volumes (VPH) Level of Two Three Four or Service Phase Phase More Phases A 900 855 825 B 1,050 1,000 965 C 1,200 1,140 1,100 D 1,350 1,275 1,225 E 1,500 1,425 1,375 F --------------Not Applicable--------------- Note: * For planning applications only, i.e., not appropriate for operations and design applications. Also, a computerized traffic signal coordination system, such as Automated Traffic Surveillance and Control (ATSAC), increases these values by approximately seven percent. With the addition of a further upgrade, such as Adaptive Traffic Control System (ATCS), an additional three percent increase in these values occurs. As shown in Table 3, relatively good Levels of Service (LOS A to C) have been determined for most of the study intersections. The intersection of Sunset Boulevard/Vine Street, located west of the Project, is currently operating at LOS E during the morning peak hour and LOS D during the PM peak hour. South of the Project, the intersection of Fountain Avenue/Vine Street is currently operating at LOS D during the AM peak hour and LOS E during the PM peak hour. 20
Table 2 Level of Service As a Function of CMA Values Level of Volume/Capacity Delay per Vehicle Service Ratio (sec / veh) Definition A 0.000-0.600 <= 10 Excellent. No vehicle waits longer than one red light and no approach phase is fully used. B 0.601-0.700 > 10-20 Very Good. An occasional approach phase is fully utilized; many drivers begin to feel somewhat restricted within groups of vehicles. C 0.701-0.800 > 20-35 Good. Occasionally, drivers may have to wait through more than one red light; backups may develop behind turning vehicles. D 0.801-0.900 > 35-55 Fair. Delays may be substantial during portions of the rush hours, but enough lower volume periods occur to permit clearing of developing lines, preventing excessive backups. E 0.901-1.000 > 55-80 Poor. Respresents the most vehicles that intersection approaches can accommodate; may be long lines of waiting vehicles through several signal cycles. F Greater than 1.000 > 80 Failure. Backups from nearby intersections or on cross streets may restrict or prevent movement of vehicles out of the intersection approaches. Tremendous delays with continuously increasing queue lengths. * Source: LADOT Traffic Study Policies and Procedures, June 2013. 21
Table 3 Critical Movement Analysis (CMA) Summary Existing (2014) Traffic Conditions AM Peak Hour PM Peak Hour No. Intersection CMA LOS CMA LOS 1. Franklin Avenue/US-101 Freeway SB Off-Ramp & 1.309 F 1.119 F Vine Street 2. Franklin Avenue/US-101 Freeway NB Off-Ramp & 0.721 C 0.699 B Argyle Avenue 3. Selma Avenue & Vine Street 0.521 A 0.525 A 4. Selma Avenue & Argyle Avenue 0.298 A 0.313 A 5. Sunset Boulevard & Vine Street 0.901 E 0.816 D 6. Sunset Boulevard & Argyle Avenue 0.441 A 0.447 A 7. Sunset Boulevard & El Centro Avenue 0.398 A 0.520 A 8. Sunset Boulevard & Gower Street 0.747 C 0.783 C 9. Sunset Boulevard & Van Ness Avenue 0.695 B 0.693 B 10. Sunset Boulevard & Wilton Place 0.532 A 0.586 A 11. De Longpre Avenue & Vine Street 0.429 A 0.521 A 12. Fountain Avenue & Vine Street 0.815 D 0.920 E 13. Fountain Avenue & El Centro Avenue 0.420 A 0.400 A 22
PROJECT TRAFFIC The following section describes the methodology used to determine the trip generation, distribution and assignment of the Project. Driveway access and parking for the Project are also described in this section. Trip Generation Traffic-generating characteristics of many land uses, including the residential, office, retail/restaurant uses proposed for the Project, have been surveyed and documented in studies conducted under the auspices of the Institute of Transportation Engineers (ITE). This information is available in the manual, Trip Generation, 9th Edition, 2012, published by ITE. To be conservative, for retail/restaurant component of the Project, the greater generation rates between retail and restaurant land uses were used for each period to account for the entire area being a single use. The trip generation rates in the ITE manual are nationally recognized, and are used as the basis for most traffic studies conducted in the City of Los Angeles and the surrounding region. However, Studios and Support uses are not included in the ITE manual. Instead, empirical trip generation rates from the Universal Studios Project are utilized in this analysis. Accordingly, for this analysis, the ITE Trip Generation rates and empirical trip generation rates from the Universal Studios Project, provided in Appendix D, were used to determine the daily, AM and PM peak-hour trips generated by the proposed and existing site uses. The rates used to calculate the Project trip generation present a conservative condition, as these rates do not account for such trip-reducing factors as multi-purpose trips, extensive transit usage or pass-by trips. These factors play a significant role in determining the actual traffic generating characteristics of a particular Project, and therefore, adjustments to the traffic generation estimates were deemed appropriate. 23
Trip reductions related to the Project are expected to occur as a result of multipurpose or internal trips within the site. This type of trip generally occurs at integrated mixed-use developments containing a variety of uses. For example, in this case, some of the residents and employees of the apartment and office are expected to use on-site retail/restaurant uses, thereby reducing some of the trips that these uses would otherwise generate. Thus, the advantages of a mixed-use Project need to be considered for reasonable evaluation of the trip-making potential of such a Project. The use of public transportation is another important consideration in the evaluation of the Project s trip making potential. As noted previously in the Public Transit section, transit service within the study area is extensive. Significant transit use is not accounted for in the ITE trip generation rates; therefore, appropriate adjustments were made to the Project trip generation to account for transit usage. The internal and transit/walk-in percentages were agreed to with LADOT as part of the MOU development process. In order to confirm the reasonableness of the adjusted trip generation estimates, the project s residential trip estimates were compared with the baseline trip generation estimates for high-rise and mid-rise apartments using the ITE Trip Generation manual (Land Use Codes 222 and 223, respectively). The majority of the existing and proposed residential development in the vicinity of the project, as well as the project itself, would meet the definition of one of these two land use categories. Based on the ITE trip rates, a 200-unit high-rise apartment building would be expected to generate approximately 61 AM and 76 PM peak-hour trips prior to trip reductions. A 200-unit mid-rise apartment building would be expected to generate approximately 69 AM and 85 PM peak-hour trips prior to trip reductions. These peak-hour totals are lower than the adjusted 77 AM and 92 PM peak-hour trip estimates for the residential component in the All Creative Office (lower generating) Scenario. Therefore, these reductions are considered both reasonable and conservative. 24
Trip reduction factors for the Project also account for the presence of pass-by trips. These are trips that are due to an intermediate stop at the Project Site during an existing or previously planned trip. These intermediate stops may be for a planned purpose (such as a visit to a retail store on the way home from work), or they may be spur-of-the-moment impulse trips. Accounting for these adjustments more realistically reflects the fact that some trips related to the Project will be multi-purpose trips, and that some Project trips are already on the street system for another purpose and, therefore, are not contributing additional traffic to the surrounding roadway network. The differentiation between pass-by trips versus internal and transit trips is important with regard to the assessment of potential Project traffic impacts at intersections adjacent to the proposed Project Site. Per LADOT traffic study policies and procedures, the pass-by type of trip discount is not appropriate for application to the site driveways or site adjacent intersections. These vehicle trips will eventually travel past the site (and through the site adjacent intersections) and are not eliminated due to the existence of the Project. However, the trip ends to and from the site do not represent new vehicle trips at area intersections. Internal and transit trips, on the other hand, do not represent vehicle trips at the Project driveways. While this type of person trip is not eliminated by the Project s development, no private vehicle trip is generated as the trip occurs by walking or by transit. Thus, the site will serve the same number of patrons, but generate fewer vehicle trips. A summary of the baseline trip generation adjustment factors, which were discussed with and agreed to by LADOT, are presented in Table 4. 25
Table 4 Project Trip Adjustment Factors Internal Capture Transit/Walk-in Usage Pass-By Trips Apartment 6%-17%* 15% 0% Office (Proposed) 10% 15% 0% Retail (Proposed) 10% 10% 50% Off/Studio/Sup (Existing) 0% 15% 0% * The value used was adjusted so the internal trip ends on the site balanced with the other uses, and varied by time of day. The results of the Project trip generation calculations, including adjustments for internal, transit and pass-by trips, and the removal of existing site uses, are summarized in Table 5. As shown in this table, it is estimated that the Project will generate approximately 1,358 new trips per day at area intersections, including 111 AM and 115 PM peak-hour trips if assuming the existing ECT Building remains partially creative office and the rest Studio and support uses as it is today, or 1,473 new trips per day at area intersections, including 132 AM and 121 PM peak-hour trips assuming the ECT Building becomes entirely creative office use. To be conservative, the higher trip generations from the All Creative Office scenario were analyzed in the following sections. Trip Distribution Estimation of the directional distribution of Project trips was the next step in the analytical process. This trip distribution pattern for the Project was determined by considering the nature of the Project uses, existing traffic patterns, characteristics of the 26
Table 5(a) Project Trip Generation Existing Creative Office and Studio ITE Daily AM Peak Hour PM Peak Hour Code Land-Use Trips In Out Total In Out Total Currently Proposed Project Trips 220 Apartments 200 Apt.s 1,336 20 82 102 83 45 128 710 Creative Office * 13,510 sf 287 34 5 39 16 78 94 Production Studio ** 13,471 sf 80 2 1 3 2 4 6 Support ** 5,144 sf 21 2 1 3 1 2 3 820/932 Shopping Center*** 4,700 sf 931 28 23 51 37 40 77 Subtotal 2,655 86 112 198 139 169 308 Less Internal Trips Apartments Based on Other Uses (132) (2) (5) (7) (12) (6) (18) Creative Office -10% (29) (3) (1) (4) (2) (8) (10) Production Studio -10% (8) 0 0 0 0 0 0 Support -10% (2) 0 0 0 0 0 0 Shopping Center -10% (93) (2) (1) (3) (4) (4) (8) Subtotal (264) (7) (7) (14) (18) (18) (36) Less Transit/Walk-in Apartments -15% (181) (3) (12) (15) (11) (6) (17) Creative Office -15% (39) (5) (1) (6) (2) (11) (13) Production Studio -15% (11) 0 0 0 0 (1) (1) Support -15% (3) 0 0 0 0 0 0 Shopping Center -10% (84) (1) (1) (2) (3) (4) (7) Subtotal (318) (9) (14) (23) (16) (22) (38) Proposed Site Driveway Trips Residential 1,023 15 65 80 60 33 93 Commercial 1,050 55 26 81 45 96 141 Total 2,073 70 91 161 105 129 234 * General office formulas used so as to follow normal LADOT procedures and not limit usage of the building. ** Measured rates from Universal Studios used as no rates are available from ITE. *** The greater generation was used for each period to account for the entire area being a single use. Existing Site Trips * 710 Creative Office 14,103 sf 296 35 5 40 16 78 94 ** Production Studio 13,471 sf 80 2 1 3 2 4 6 ** Support 5,144 sf 21 2 1 3 1 2 3 Subtotal 397 39 7 46 19 84 103 Transit/Walk-in Creative Office -15% (44) (5) (1) (6) (2) (12) (14) Production Studio -15% (12) 0 0 0 0 (1) (1) Support -15% (3) 0 0 0 0 0 0 Subtotal (59) (5) (1) (6) (2) (13) (15) Existing Site Driveway Trips 338 34 6 40 17 71 88 27
Table 5(a) (continued) Project Trip Generation Existing Creative Office and Studio ITE Daily AM Peak Hour PM Peak Hour Code Land-Use Trips In Out Total In Out Total Project Study Intersections Net Trip Impacts Site Adjacent Intersections Residential 1,023 15 65 80 60 33 93 Commercial 712 21 20 41 28 25 53 Total 1,735 36 85 121 88 58 146 Pass-by Trips Prop. Shopping Center -50% (377) (6) (4) (10) (15) (16) (31) Other Area Intersections Residential 1,023 15 65 80 60 33 93 Commercial 335 15 16 31 13 9 22 Total 1,358 30 81 111 73 42 115 * General office formulas used so as to follow normal LADOT procedures and not limit usage of the building. ** Measured rates from Universal Studios used as no rates are available from ITE. 28
Table 5(b) Project Trip Generation All Creative Office ITE Daily AM Peak Hour PM Peak Hour Code Land-Use Trips In Out Total In Out Total Currently Proposed Project Trips 220 Apartments 200 Apt.s 1,336 20 82 102 83 45 128 710 Creative Office * 32,125 sf 554 68 9 77 19 95 114 Production Studio ** - sf 0 0 0 0 0 0 0 Support ** - sf 0 0 0 0 0 0 0 820/932 Shopping Center*** 4,700 sf 931 28 23 51 37 40 77 Subtotal 2,821 116 114 230 139 180 319 Less Internal Trips Apartments Based on Other Uses (148) (2) (9) (11) (14) (6) (20) Creative Office -10% (55) (7) (1) (8) (2) (10) (12) Production Studio -10% 0 0 0 0 0 0 0 Support -10% 0 0 0 0 0 0 0 Shopping Center -10% (93) (2) (1) (3) (4) (4) (8) Subtotal (296) (11) (11) (22) (20) (20) (40) Less Transit/Walk-in Apartments -15% (178) (3) (11) (14) (10) (6) (16) Creative Office -15% (75) (9) (1) (10) (3) (13) (16) Production Studio -15% 0 0 0 0 0 0 0 Support -15% 0 0 0 0 0 0 0 Shopping Center -10% (84) (1) (1) (2) (3) (4) (7) Subtotal (337) (13) (13) (26) (16) (23) (39) Proposed Site Driveway Trips Residential 1,010 15 62 77 59 33 92 Commercial 1,178 77 28 105 44 104 148 Total 2,188 92 90 182 103 137 240 * General office formulas used so as to follow normal LADOT procedures and not limit usage of the building. ** Measured rates from Universal Studios used as no rates are available from ITE. *** The greater generation was used for each period to account for the entire area being a single use. Existing Site Trips * 710 Creative Office 14,103 sf 296 35 5 40 16 78 94 ** Production Studio 13,471 sf 80 2 1 3 2 4 6 ** Support 5,144 sf 21 2 1 3 1 2 3 Subtotal 397 39 7 46 19 84 103 Transit/Walk-in Creative Office -15% (44) (5) (1) (6) (2) (12) (14) Production Studio -15% (12) 0 0 0 0 (1) (1) Support -15% (3) 0 0 0 0 0 0 Subtotal (59) (5) (1) (6) (2) (13) (15) Existing Site Driveway Trips 338 34 6 40 17 71 88 29
Table 5(b) (continued) Project Trip Generation All Creative Office ITE Daily AM Peak Hour PM Peak Hour Code Land-Use Trips In Out Total In Out Total Project Study Intersections Net Trip Impacts Site Adjacent Intersections Residential 1,010 15 62 77 59 33 92 Commercial 840 43 22 65 27 33 60 Total 1,850 58 84 142 86 66 152 Pass-by Trips Prop. Shopping Center -50% (377) (6) (4) (10) (15) (16) (31) Other Area Intersections Residential 1,010 15 62 77 59 33 92 Commercial 463 37 18 55 12 17 29 Total 1,473 52 80 132 71 50 121 * General office formulas used so as to follow normal LADOT procedures and not limit usage of the building. ** Measured rates from Universal Studios used as no rates are available from ITE. surrounding roadway system, geographic location of the Project and its proximity to freeways and major travel routes, employment centers to which residents would likely be attracted, and areas from which patrons of the retail uses would likely be attracted. Based on these factors, the overall Project distributions were determined, and are summarized in Table 6. Trip Assignment Table 6 Directional Trip Distribution Direction Project North 15% South 30% East 30% West 25% Total 100% The directional distribution percentages shown in Table 6 were then disaggregated and assigned to specific routes and intersections within the study area that are expected to 30
be used to access the Project. These Project trip assignment percentages are presented in Figures 4(a) and 4(b) for the Project. These percentages were reviewed and approved by LADOT. Applying these inbound and outbound percentages to the Project trip generation previously calculated in Table 5 for each of the proposed uses, net Project traffic volumes at the 13 study intersections were determined for the AM and PM peak hours, as shown in Figures 5(a) and 5(b), respectively. Per LADOT traffic study policies and procedures, no pass-by trip reductions were applied to Project trips at the Project driveways or the site adjacent intersection of Sunset Boulevard/Argyle Avenue. The results of this traffic assignment provide the necessary level of detail to conduct the traffic impact analysis. Project Parking and Vehicular Access Parking for the Project will be provided in multi-level above and subterranean parking garages underneath the apartment buildings. The parking structures will provide approximately 316 spaces. The proposed parking supply is expected to meet the requirements of the City of Los Angeles Municipal Code. In addition, the Project would comply with the LAMC bicycle parking requirement by providing 246 long-term and short-term bicycle stalls. Vehicular access for commercial parking will be provided via a driveway on Sunset Boulevard opposite Argyle Avenue, and a driveway on Leland Way between Vine Street and El Centro Avenue for residential parking access. The Driveway along Sunset Boulevard opposite Argyle Avenue will be controlled by the existing signal at this intersection with solid and flashing northbound red phases added for exiting Project traffic, and the southbound approach will be restriped to add a right-turn only lane to facilitate the traffic at this intersection. 31
WITH PROJECT TRAFFIC CONDITIONS This report analyzes the traffic conditions under the Existing and Existing Plus Project scenarios in addition to Future Without Project and Future With Project scenarios. This section analyzes these conditions to determine the Project traffic impacts under both the existing and future conditions. Significant Traffic Impact Criteria LADOT defines a significant traffic impact attributable to a Project based on a stepped scale with intersections experiencing high volume-to-capacity ratios being more sensitive to additional traffic than those operating with more available capacity. According to LADOT policy, a significant impact is identified as an increase in the CMA value due to Project-related traffic of 0.010 or more when the final (with Project) Level of Service is LOS E or F, a CMA increase of 0.020 or more when the final Level of Service is LOS D, or a CMA increase of 0.040 or more at LOS C. No significant impacts are deemed to occur at LOS A or B, as these operating conditions exhibit sufficient surplus capacities to accommodate large traffic increases with little effect on traffic delays. These criteria are summarized in Table 7. Table 7 LADOT Criteria for Significant Traffic Impact LOS Final CMA Value Project-Related Increase in CMA Value C > 0.700-0.800 equal to or greater than 0.040 D > 0.800-0.900 equal to or greater than 0.020 E, F > 0.900 equal to or greater than 0.010 Existing (2014) With Project Conditions The analysis of existing traffic conditions at the study intersections for existing year (2014) was performed as described previously. The Existing intersection volumes for 36
the AM, and PM peak hours were shown previously on Figures 3(a) and 3(b), respectively. These estimates are the "benchmark" volumes used in determining Project traffic impacts on the existing street system. Traffic volumes generated by the Project shown in Figures 5(a) and 5(b) were then added to the Existing (2014) volumes to form the Existing With Project intersection volumes, as depicted on Figures 6(a) and 6(b). These volumes were used to determine traffic impacts directly attributable to the proposed Project. Table 8 presents the results of the CMA and LOS analysis of the Existing (2014) and Existing With Project conditions. As shown in Table 8, none of the thirteen study intersections would be significantly impacted by Project traffic under Existing (2014) conditions. (The CMA worksheets are included in Appendix F.) Future (2017) Without and With Project Conditions A number of projects are either planned for development or under construction in the Project area. These related projects could contribute to traffic in and around the Project vicinity in the near future. For this reason, analysis of the future traffic has been expanded to include traffic that may be generated by yet undeveloped or unoccupied projects. In order to evaluate future traffic conditions in the Project area, an analysis of the existing (2014) traffic volumes was first conducted, as described previously. For the analysis of future conditions for the study year of 2017, an ambient growth factor of 1.0 percent per year, compounded annually, was applied to the existing volumes at the 13 study intersections. The result provides the baseline traffic volumes for the analysis of future (2017) conditions. Although the inclusion of the annual growth factor generally accounts for area-wide traffic increases, for the purposes of providing a conservative analysis of the 37
Table 8 CMA and LOS Summary Existing (2014) With Project Traffic Conditions Peak Without Project With Project No. Intersection Hour CMA LOS CMA LOS Impact 1. Franklin Avenue/US-101 Freeway AM 1.309 F 1.313 F 0.004 SB Off-Ramp & Vine Street PM 1.119 F 1.122 F 0.003 2. Franklin Avenue/US-101 Freeway AM 0.721 C 0.723 C 0.002 NB Off-Ramp & Argyle Avenue PM 0.699 B 0.700 C 0.001 3. Selma Avenue & AM 0.521 A 0.525 A 0.004 Vine Street PM 0.525 A 0.528 A 0.003 4. Selma Avenue & AM 0.298 A 0.301 A 0.003 Argyle Avenue PM 0.313 A 0.315 A 0.002 5. Sunset Boulevard & AM 0.901 E 0.908 E 0.007 Vine Street PM 0.816 D 0.824 D 0.008 6. Sunset Boulevard & AM 0.441 A 0.463 A 0.022 Argyle Avenue PM 0.447 A 0.470 A 0.023 7. Sunset Boulevard & AM 0.398 A 0.404 A 0.006 El Centro Avenue PM 0.520 A 0.539 A 0.019 8. Sunset Boulevard & AM 0.747 C 0.755 C 0.008 Gower Street PM 0.783 C 0.785 C 0.002 9. Sunset Boulevard & AM 0.695 B 0.696 B 0.001 Van Ness Avenue PM 0.693 B 0.695 B 0.002 10. Sunset Boulevard & AM 0.532 A 0.533 A 0.001 Wilton Place PM 0.586 A 0.587 A 0.001 11. De Longpre Avenue & AM 0.429 A 0.436 A 0.007 Vine Street PM 0.521 A 0.525 A 0.004 12. Fountain Avenue & AM 0.815 D 0.820 D 0.005 Vine Street PM 0.920 E 0.923 E 0.003 13. Fountain Avenue & AM 0.420 A 0.425 A 0.005 El Centro Avenue PM 0.400 A 0.405 A 0.005 40
potential cumulative effects, the traffic generated by related projects in the study area was also added to the future baseline traffic volumes. The total future volumes, including related projects, provide the basis for the Without Project condition. Finally, Project traffic was analyzed as an incremental addition to the Future (2017) Without Project condition to determine the Future (2017) With Project condition. Traffic Growth Based on an analysis of the trends in traffic growth in the Hollywood Community over the last several years, an annual traffic growth factor of 1.0 percent for the area street system was applied, as approved by LADOT. This growth factor was assumed to account for increases in traffic due to potential projects not yet proposed or projects outside the study area. Compounded annually, the growth factor was applied to the existing traffic volumes to develop the estimated baseline volumes for the study year 2017. Related Projects In addition to the use of the ambient growth rate, listings of potential related projects in the study area that might be developed within the study time frame were obtained from LADOT, City of West Hollywood, Los Angeles Unified School District (LAUSD), and recent studies of projects in the area. A review of the information currently available indicated that a total of 67 projects within an approximate 1.5- mile radius of the Project could add traffic to the study intersections. Some of the number of trips expected to be generated by the related projects were provided by LADOT and the EIR document of the recent studies of projects. Trip generation rates and equations used to calculation the rest of related projects trip generations are from Trip Generation, 9th Edition, 2012, published by ITE, which are included in Appendix E. The locations of these related projects 41
are shown in Figure 7. The related project descriptions and their trip generation estimates are summarized in Table 9. As noted previously, the ambient traffic growth rate is generally sufficient to estimate increases in traffic volumes at the study locations. However, for a more conservative estimate of cumulative traffic volumes, the trips generated by the related projects were also included. For the analysis of Future (2017) Without Project traffic conditions, the related projects trip generation was assigned to the study area circulation system, using methodologies similar to those previously described for Project trip assignment. The total related projects traffic volumes assigned to the study intersections are illustrated in Figures 8(a) and 8(b) for the AM and PM peak hours, respectively. Highway System Improvements A number of traffic improvements have been implemented in the study area in recent years to make more efficient and effective use of the existing street system. All of the signalized study intersections are now operating under the City s Adaptive Traffic Control System (ATCS), in addition to the previously implemented ATSAC (Automated Traffic Surveillance and Control) System. ATCS/ATSAC is a highly sophisticated computerized system that continually monitors traffic demand at signalized intersections within the system, and modifies traffic signal timing in real time to maximize capacity and decrease delay. The ATSAC signal enhancements have been recognized to increase intersection capacities by approximately seven percent at locations where it has been installed and the upgraded ATCS system is able to increase capacity by another three percent for a total intersection capacity increase of ten percent. These intersection capacity improvements have been incorporated in the analysis of existing (2014) and future (2017) traffic conditions. 42
Table 9 Related Projects Location, Description, and Trip Generation AM PK HR PM PK HR ADDRESS SIZE PROJECT DESCRIPTION DAILY IN OUT TOTAL IN OUT TOTAL 1. 7300 W Hollywood Boulevard [1] 3,000 sf Synagogue Chapel Expansion 294 48 32 79 9 20 29 75 st Private School Expansion 2. 1718 N Las Palmas Avenue [1] 29 du Condominium 1,315 18 82 101 80 42 122 196 du Apartment 3. 7120 W Sunset Boulevard [1] 44 du Apartment 397 0 14 14 25 4 29 2,900 sf Other 4. 1411 N Highland Avenue [1] 76 du Apartment 823 23 43 66 45 26 72 2,500 sf Retail 5. 7045 Lanewood Avenue [1] 43 du Apartment 289 4 18 22 17 10 27 6. 1824 N Highland Avenue [1] 118 du Apartment 667 10 41 51 40 22 62 7. 6757 W Hollywood Boulevard [1] 17,717 sf High-Turnover Restaurant 1,220 5 5 11 35 17 52 8. 1603 N Cherokee Avenue [1] 66 du Apartment 439 7 27 34 26 15 41 9. 6608 W Hollywood Boulevard [1] 11,400 sf Quality Restaurant 1,292 13 2 15 129 66 195 10. 6523 W Hollywood Boulevard [1] 10,402 sf Restaurant 547 (16) (11) (27) 32 4 36 4,074 sf Office 11. 6516 W Selma Avenue [1] 85,000 sf Office 936 116 16 132 21 105 127 12. 6417 W Selma Avenue [1] 85 rm Hotel 2,069 0 0 0 94 72 165 12,840 sf Restaurant/Club 13. 1313 N Vine Street [1] 44,000 sf Museum (79) 15 (2) 13 (62) 2 (59) 35,231 sf Storage 14. 1133 N Vine Street [1] 118 rm Hotel 457 19 13 32 18 15 33 15. 6381 W Hollywood Boulevard [1] 80 rm Hotel 1,020 (19) 11 (8) 62 4 66 15,290 sf High-Turnover Restaurant 16. 1546 N Argyle Avenue [1] 169,463 sf Office 532 163 53 216 10 130 140 24,200 sf Retail 17. 1740 N Vine Street Millennium Hollywood [2] 9,922 321 253 574 486 438 924 461 du Residential 254 rm Hotel 80,000 sf Sports/Fitness Club 264,303 sf General Office 100,000 sf Retail 25,000 sf Quality Restaurant 44
Table 9 (continued) Related Projects Location, Description, and Trip Generation AM PK HR PM PK HR ADDRESS SIZE PROJECT DESCRIPTION DAILY IN OUT TOTAL IN OUT TOTAL 18. 6225 W Hollywood Boulevard Pantages Theatre Office Building [3] 1,918 243 33 276 43 211 254 214,000 sf Office 19. 6200 W Hollywood Boulevard Hollywood Gateway (Blvd 6200) [4] 9,387 135 342 477 443 363 806 1,018 du Apartment 24 du Live/Work 175,000 sf Retail 20. 1601 N Vine Street Selma & Vine [5] 1,323 158 28 186 39 146 185 118,996 sf Office 2,613 sf Quality Restaurant 21. 6230 W Yucca Street [1] 108 du Apartment 473 5 27 32 26 12 38 8 du Live/Work 13,442 sf Office 6,177 sf Other 22. 1800 N Argyle Avenue [1] 225 rm Hotel 1,360 22 37 59 60 18 78 23. 6100 W Hollywood Boulevard [1] 176 du Apartment 1,397 21 72 93 76 45 121 7,200 sf Retail 24. 1610 N Highland Avenue [1] 248 rm Apartment 1,805 22 90 112 96 54 150 14,710 sf Retail 25. 927 N Highland Avenue [1] 100 enrolschool 155 4 (1) 3 23 17 40 18 empl Staff 26. 6121 W Sunset Boulevard Columbia Square [6] 9,226 492 266 758 318 437 755 200 du Condominium 200 du Apartment 380,000 sf Office 125 rm Hotel 20,000 sf Quality Restaurant 11,000 sf Fast Food without Drive-Through 10,300 sf Specialty Retail 27. 1540 N Vine Street [1] 306 du Apartment 3,049 57 78 136 158 136 294 68,000 sf Retail 45
Table 9 (continued) Related Projects Location, Description, and Trip Generation AM PK HR PM PK HR ADDRESS SIZE PROJECT DESCRIPTION DAILY IN OUT TOTAL IN OUT TOTAL 28. 5935-5939 W Sunset Boulevard [1] 311 du Condominium 1,248 66 103 169 62 65 127 40,000 sf Office 5,000 sf Retail 8,500 sf Other 29. 1460 N Gordon Street Center [7] n/a 22 88 110 45 28 73 224 st Student 4 staff Faculty 12 staff Administrative Staff 6,400 sf Specialty Retail 30. 5800 W Sunset Boulevard Sunset Bronson Studios [8] 2,690 356 48 404 64 314 378 397,929 gsf Office 31. 1841 N Highland Avenue Indigo Hotel [9] 694 29 19 48 26 24 50 100 rm Hotel 32. 5555 W Hollywood Boulevard [1] 108 du Apartment 892 13 44 57 50 31 81 9,937 sf Specialty Retail 33. 5550 W Hollywood Boulevard [1] 278 du Condominium 1,267 (3) 43 40 47 17 64 12,500 sf Retail 34. 5500 W Hollywood Boulevard [1] 4,648 sf Restaurant 441 6 6 12 22 15 37 1,000 sf Deli 35. 5520 W Sunset Boulevard [1] 163,862 sf Discount Retail (Target) 4,903 52 21 73 211 211 422 30,877 sf Shopping Center 36. 5555 Melrose Avenue Paramount (Project M) [10] 9,830 712 213 925 297 736 1,033 Project Buildout Year 2038, 1/4 of the total project trips are assumed for Year 2017. 2,458 178 53 231 74 184 258 37. 5245 W Santa Monica Boulevard [1] 84 du Apartment 857 3 29 32 45 28 73 10,885 sf Retail 4,665 sf Other 38. 5601 W Santa Monica Boulevard Paseo Plaza [11] 6,831 90 160 250 341 303 644 437 du Apartment 377,900 sf Retail 39. 1149 N Gower Street [1] 21 du Apartment 735 6 23 29 23 12 35 36 du Condominium 40. 712 N Wilcox Avenue [1] 100 du Apartment 530 9 31 40 31 18 49 46
Table 9 (continued) Related Projects Location, Description, and Trip Generation AM PK HR PM PK HR ADDRESS SIZE PROJECT DESCRIPTION DAILY IN OUT TOTAL IN OUT TOTAL 41. 6300 W Romaine Street [1] 114,725 sf Office n/a 0 0 0 20 17 37 40,927 sf Other 38,072 sf Studio 42. 956 Seward Street [1] 130,000 sf Office 1,240 165 21 186 29 151 180 43. 6601 Romaine Street Hollywood Center Studios [12] 808 88 4 92 12 39 51 104,155 sf Studio Office 1,970 sf Storage 44. 959 N Seward Street Seward & Romaine [13] 2,337 297 39 336 58 252 310 237,568 sf Office 4,000 sf Quality Restaurant 45. 6677 W Santa Monica Boulevard [1] 786 du Mid-Rise Apartments 1,938 127 182 309 170 122 292 4,000 sf Restaurant 5,500 sf Coffee Shop 12,700 sf Retail 46. 6766 W Santa Monica Boulevard [1] 13,387 sf Pharmacy/Drug Store 262 (27) (31) (58) 22 25 47 47. 6911 W Santa Monica Boulevard [1] 348 du Apartment 2,272 1 111 112 133 54 187 10,000 sf Retail 45,000 sf Office 8,100 sf Other 48. 936 N La Brea Avenue [1] 88,750 sf Office 911 24 5 29 14 37 51 12,000 sf Retail 49. 915 N La Brea Avenue [1] 179 du Apartment 2,615 5 86 91 158 90 248 33,550 sf Supermarket 50. 859 N Highland Avenue [1] 806 sf Coffee Shop 330 21 20 41 9 9 18 51. Along Hollywood Freeway between 44 acre Hollywood Central Park 100 0 0 0 1 2 3 Bronson Avenue and Santa Monica Boulevard 52. 1201 La Brea Avenue [14] 8,833 sf Retail 391 7 5 12 11 13 24 8 du Apartment 54 1 3 4 3 2 5 445 8 8 16 14 15 29 53. 7302 Santa Monica Boulevard [14] n/a Movietown 1,617 41 122 163 155 94 249 54. SW corner Santa Monica Boulevard/Formosa Aven n/a Warner Studios 4,450 389 49 438 113 332 445 47
Table 9 (continued) Related Projects Location, Description, and Trip Generation AM PK HR PM PK HR ADDRESS SIZE PROJECT DESCRIPTION DAILY IN OUT TOTAL IN OUT TOTAL 55. 1222 La Brea Avenue [14] 187 du Apartment 1,257 19 76 95 75 41 116 5,664 sf Convenience Store 251 5 3 8 7 8 15 7,089 sf Restaurant 901 43 39 82 39 38 77 2,300 sf Coffee Shop 292 14 12 26 13 12 25 4,506 sf Bank 200 3 2 5 21 21 42 2,901 84 132 216 155 120 275 56. 7113 Santa Monica Boulevard [14] 184 du Apartment 1,236 19 75 94 74 40 114 3,300 sf Convenience Store 146 2 2 4 4 5 9 4,800 sf Restaurant 610 29 26 55 26 26 52 3,250 sf Pharmacy 287 5 4 9 14 14 28 2,000 sf Bank 89 1 1 2 10 9 19 2,368 56 108 164 128 94 222 57. 1145 La Brea Avenue [14] n/a Apartment/Office 222 6 14 20 8 13 21 58. 7144 Santa Monica Boulevard [14] n/a Mixed-Use Project (Faith Plating) 1,630 24 72 96 88 52 140 59. 6201 W Sunset Boulevard [15] 598 du Apartment 3,977 61 244 305 241 130 371 250 rm Hotel 2,043 78 55 133 77 73 150 14,000 sf Retail/Restaurant 1,780 83 68 151 83 55 138 7,800 222 367 589 401 258 659 60. 5901 Sunset Boulevard 274000 sf Office 2,824 378 51 429 65 320 385 26,000 sf Retail 1,665 61 38 99 85 92 177 4,489 439 89 528 150 412 562 61. 5420 Sunset Boulevard 10 fuel Gas Station 1,686 62 60 122 70 69 139 62. 6506 Hollywood Boulevard 12,255 sf Drinking Place 1,102 26 8 34 92 47 139 745 sf Restaurant 95 4 4 8 4 3 7 1,197 30 12 42 96 50 146 63. 5663 Melrose Avenue 96 du Condominium 558 7 35 42 34 16 50 3,350 sf Retail 215 8 5 13 11 12 23 773 15 40 55 45 28 73 64. 6931 Hollywood Boulevard 42,869 sf Museum n/a 10 2 12 1 7 8 1,405 sf Retail 90 3 2 5 5 5 10 90 13 4 17 6 12 18 48
Table 9 (continued) Related Projects Location, Description, and Trip Generation AM PK HR PM PK HR ADDRESS SIZE PROJECT DESCRIPTION DAILY IN OUT TOTAL IN OUT TOTAL 65. 6600 Sunset Boulevard 50 rm Hotel 409 16 11 27 15 15 30 66. 1717 Gramercy Place 350 st Private Middle/High School 868 173 111 284 26 34 60 67. 1600 Highland Avenue 496 du Condominium 2,882 37 181 218 173 85 258 300 rm Hotel 2,451 94 65 159 92 88 180 186,200 sf Office 2,106 277 38 315 49 238 287 45,400 sf Retail 2,907 107 66 173 149 161 310 10,346 515 350 865 463 572 1,035 68. 1541 Wilcox Avenue 225 rm Hotel 1,838 70 49 119 69 66 135 69. 6611 Hollywood Boulevard 195 rm Hotel 1,593 61 42 103 60 57 117 26,000 sf Retail 1,665 61 38 99 85 92 177 3,258 122 80 202 145 149 294 70. 1350 Western Avenue 52 du Apartment 346 5 22 27 21 11 32 4,500 sf Retail 288 11 6 17 15 16 31 634 16 28 44 36 27 63 Source: [1] Trip generations from LADOT database. [2] Traffic Impact Study Report for Proposed Millennium Hollywood Development, June 2012. [3] Traffic Impact Report for Proposed Pantages Theatre Office Building, April 2008. [4] Traffic Impact Report for Proposed Blvd 6200 Mixed-Use Project in Hollywood Redevelopment Plan Area, March 2006. [5] Traffic Impact Study Report for Proposed Office Building Project at 1601 & 1605 N. Vine Street, Hollywood, September 2008. [6] Traffic Impact Report for Columbia Square Project in Hollywood, May 2009. [7] Draft Environmental Impact Report for Emerson College Los Angeles Center, October 2009. [8] Traffic Study Technical Letter for Sunset Bronson Studios, May 2012. [9] Traffic Impact Analysis for the Proposed Indigo Hotel Project, December 2011. [10] Traffic Study Memorandum Of Understanding, September 30, 2011. [11] Traffic Impact Report for Proposed Paseo Plaza Hollywood Mixed Use Project, City of Los Angeles, December 2005. [12] Traffic Study for Hollywood Center Studios, July 2009. [13] Traffic Impact Study Report for Proposed Office Project at 959 Seward Street in Hollywood, March 2007. [14] Trip generation from City of West Hollywood Related Projects List,March 17, 2014. [15] To be conservative, assumed the greatest (Option 2) trip generations. 49
In order to accurately forecast future (2017) traffic conditions in the Project area, an investigation into anticipated transportation improvements to the street system serving the Project area was conducted. A review of the Bureau of Engineering s Uniform Project Reporting System website found no street improvement projects that could affect any of the 13 study intersections or future year analyses. No City street improvement projects that could affect any of the 13 study intersections or future year analyses were identified. As a project feature and to facilitate traffic at the Project driveway intersection Sunset Boulevard and Argyle Avenue, the southbound approach will be converted from one shared lane to one left/through-shared lane, and one right-turn only lane. The signal at this driveway intersection will be updated to include a solid and flashing northbound red phases for the exiting Project traffic. Analysis of Future (2017) Traffic Conditions, Without and With Project The analysis of future traffic conditions at the study intersections was performed using the same analysis procedures described previously in this report. As described earlier, for the analysis of future Project traffic impacts, the current roadway system s geometric and signal operation characteristics were assumed to prevail. Future (2017) baseline traffic volumes for the without Project condition were determined by combining area ambient traffic growth with the total related projects traffic volumes. The Future (2017) Without Project traffic volumes are illustrated in Figures 9(a) and 9(b) for the AM and PM peak hours, respectively. Net Project volumes [Figures 5(a) and 5(b)] were then combined with the Future (2017) Without Project traffic volumes to develop the Future (2017) With Project volumes, which were used to determine traffic impacts directly attributable to the Project. 52
The Future With Project morning and afternoon peak-hour traffic volumes are shown in Figures 10(a) and 10(b), respectively. The results of the analysis of future traffic conditions at the study intersections are summarized in Table 10. As shown in this table, although the addition of Project traffic will increase the CMA value at all of the study intersections during both peak hours, the incremental Project traffic additions will not result in a change in level of service at any study intersection. Prior to the addition of Project traffic, it is estimated that 7 of the study intersections will continue to have good levels of service (LOS A through LOS C) during both peak hours. For the Future (2017) With Project condition, these 7 intersections will continue to operate at LOS A through LOS C during both peak hours. One study intersection is forecast to operate at LOS D or better during one peak hour. The remaining 6 study intersections are expected to operate at LOS E or F during one or both peak hours. As shown in Table 10, none of the thirteen study intersections would be significantly impacted by Project traffic under Future (2017) conditions. (The CMA worksheets are included in Appendix F.) Regional Traffic Impact Analysis Per Congestion Management Plan (CMP) To address the increasing public concern that traffic congestion is impacting the quality of life and economic vitality of the State of California, Proposition 111 enacted the Congestion Management Program (CMP) in 1990. The intent of the CMP is to provide the analytical basis for transportation decisions through the State Transportation Improvement Program (STIP) process. A countywide approach has been established by the MTA, the local CMP agency, designating a highway network that includes all state highways and principal arterials within the County. The Level of Service at each CMP monitoring station is supervised by local jurisdictions in order to implement the statutory requirements of the CMP. If Level of Service standards deteriorate, then local 55
Table 10 Critical Movement Analysis (CMA) Summary Future (2017) Traffic Conditions - Without and With Project Peak Without Project With Project No. Intersection Hour CMA LOS CMA LOS Impact 1. Franklin Avenue/US-101 Freeway AM 1.497 F 1.501 F 0.004 SB Off-Ramp & Vine Street PM 1.344 F 1.347 F 0.003 2. Franklin Avenue/US-101 Freeway AM 0.893 D 0.895 D 0.002 NB Off-Ramp & Argyle Avenue PM 0.925 E 0.927 E 0.002 3. Selma Avenue & AM 0.707 C 0.711 C 0.004 Vine Street PM 0.813 D 0.815 D 0.002 4. Selma Avenue & AM 0.655 B 0.657 B 0.002 Argyle Avenue PM 0.766 C 0.768 C 0.002 5. Sunset Boulevard & AM 1.107 F 1.115 F 0.008 Vine Street PM 1.160 F 1.168 F 0.008 6. Sunset Boulevard & AM 0.736 C 0.635 B -0.101 Argyle Avenue PM 0.835 D 0.719 C -0.116 7. Sunset Boulevard & AM 0.617 B 0.631 B 0.014 El Centro Avenue PM 0.730 C 0.749 C 0.019 8. Sunset Boulevard & AM 0.963 E 0.971 E 0.008 Gower Street PM 1.183 F 1.185 F 0.002 9. Sunset Boulevard & AM 0.910 E 0.912 E 0.002 Van Ness Avenue PM 1.017 F 1.018 F 0.001 10. Sunset Boulevard & AM 0.721 C 0.722 C 0.001 Wilton Place PM 0.819 D 0.820 D 0.001 11. De Longpre Avenue & AM 0.535 A 0.543 A 0.008 Vine Street PM 0.663 B 0.669 B 0.006 12. Fountain Avenue & AM 0.963 E 0.968 E 0.005 Vine Street PM 1.086 F 1.089 F 0.003 13. Fountain Avenue & AM 0.503 A 0.508 A 0.005 El Centro Avenue PM 0.468 A 0.473 A 0.005 58
jurisdictions must prepare a deficiency plan to meet conformance standards outlined by the countywide plan. The local CMP requires that all CMP monitoring intersections be analyzed where a Project would likely add 50 or more trips during the peak hours. The nearest such intersections are Santa Monica Boulevard/Highland Avenue and Santa Monica Boulevard/Western Avenue, located approximately one mile southwest and southeast of the Project, respectively. A review of the Project trip distribution and net Project traffic additions to the study vicinity shows that the Project will not add 50 or more trips to these CMP intersections. It is estimated that the Project would generate at most 4 trips (1 inbound, 3 outbound) during the AM peak hour and 4 trips (2 eastbound, 2 westbound) during the PM peak hour at the intersection of Santa Monica Boulevard/Highland Avenue. At the intersection of Santa Monica Boulevard/Western Avenue, the Project is expected to contribute at most 6 trips (2 westbound, 4 eastbound) during the AM peak hour and 6 trips (3 westbound, 3 eastbound) during the PM peak hour. As these volumes are below the threshold of 50 trips, no further CMP intersection analysis is warranted. In addition, any CMP freeway monitoring segment where a Project is expected to add 150 or more trips in any direction during the peak hours is to be analyzed. The nearest CMP freeway monitoring segment is the Hollywood Freeway (US-101) south of Santa Monica Boulevard. Based on the Project trip generation described earlier in this report, assuming the existing building becomes creative office use that generate relatively more trips, the Project is expected to add approximately 132 trips during the AM peak hour (52 inbound, 80 outbound) and 121 trips during the PM peak hour (71 inbound, 50 outbound) to the adjacent street system. These amounts are less than the freeway 59
threshold of 150 directional trips. Therefore, no significant Project impact to any CMP freeway monitoring location is forecast and no additional freeway analysis is necessary. Transit Impact Analysis The traffic study area is well served by a number of public transit operators, including the Los Angeles County Metropolitan Transportation Authority (Metro) and LADOT DASH. The Project site s proximity to Metro Rail stations links it to Amtrak, Metrolink, other Metro Rail services, Metro Transitway and numerous bus routes. There is a Metro Rail Line (Red) and about 9 bus lines operated by Metro and LADOT with stops within approximately one-quarter mile walking distance of the Project site. These routes, which are described in the Environmental Setting section of the report, have headways ranging from 10 to 30 minutes for most service lines during peak hours. To be conservative, 18 service buses/trains per hour during weekday peak hours (one train and 9 bus lines with 30 minute headways) were assumed for this analysis. The analysis of Project impacts on transit was performed by determining if the Project transit trips could be absorbed by the available capacity on the rail and bus lines serving the area. Project transit impacts were analyzed using the transit trips results from the Project automobile trip generation calculations in Table 5. In Table 5, adjustments for the transit trips are combined with walk-in trips. To be conservative, Table 11 includes walk-in trips as Project transit trips. In addition, an average automobile occupancy factor of 1.2 was utilized to translate the Table 5 automobile trip generation to person trips. As shown in Table 11, on an average weekday, the Project would generate transit demand of approximately 278 person trips per day, including 20 person trips during the AM peak hour and 24 person trips during the PM peak hour. This equates to an estimated average of 1.2 transit riders during AM peak hour and 1.4 transit riders during PM peak hour transit vehicle serving the area from the Project. 60
Table 11 Project Transit Trip Summary Daily AM Peak Hr. PM Peak Hr. Project Transit Automobile Trip Credit: 278 20 24 Project Transit Person Trips: 334 24 29 (1.2 person trips per automobile trip) Ave. Project Ridership/Transit Veh. 1.2 1.4 (based on 20 trains and buses) Given that the capacity of a standard bus is 40 riders, an articulated bus capacity is 60 riders and a train capacity is greater, this level of ridership is not considered to have a significant impact. 61
MITIGATION MEASURES Project impacts at thirteen intersections in the area surrounding the Project, on the CMP network of roadways and on the transit system were analyzed in this study. As indicated in the preceding analyses, the Project is not expected to significantly impact any of the study intersections, the CMP system or the transit system. Therefore, no transportation mitigation measures are recommended. 62
APPENDIX A LADOT SIGNED TRAFFIC STUDY MEMORANDUM OF UNDERSTANDING
APPENDIX B TRAFFIC COUNTS
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: VINE STREET AM PEAK HOUR E/W STREET: DATE: Wed FRANKLIN AVE/101 SB OFF RAMP December 11, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 0 114 0 0 45 16 3 0 36 0 20 260 494 7:15-7:30 0 166 0 0 52 5 16 0 72 1 34 286 632 N 7:30-7:45 0 172 0 0 64 12 23 0 65 0 43 321 700 VINE STREET 7:45-8:00 0 164 0 0 80 10 29 0 65 0 59 383 790 8:00-8:15 0 188 0 0 84 9 37 0 63 0 45 348 774 1,528 214 0 8:15-8:30 0 209 0 0 106 13 29 0 69 0 62 393 881 8:30-8:45 0 212 0 0 95 10 38 0 62 0 48 404 869 8:45-9:00 0 171 0 0 90 11 25 0 44 0 65 330 736 9:00-9:15 0 179 0 0 88 17 39 0 54 0 67 374 818 9:15-9:30 0 175 0 0 84 7 41 0 66 0 54 363 790 9:30-9:45 0 186 0 0 114 15 26 0 66 0 38 332 777 0 0 9:45-10:00 0 189 0 0 89 17 18 0 59 0 51 300 723 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 365 TOTALS L T R L T R L T R L T R TOTAL 773 7:00-8:00 0 616 0 0 241 43 71 0 238 1 156 1,250 2,616 7:45-8:45 7:15-8:15 0 690 0 0 280 36 105 0 265 1 181 1,338 2,896 7:30-8:30 0 733 0 0 334 44 118 0 262 0 209 1,445 3,145 42 0 7:45-8:45 0 773 0 0 365 42 133 0 259 0 214 1,528 3,314 * 8:00-9:00 0 780 0 0 375 43 129 0 238 0 220 1,475 3,260 8:15-9:15 0 771 0 0 379 51 131 0 229 0 242 1,501 3,304 8:30-9:30 0 737 0 0 357 45 143 0 226 0 234 1,471 3,213 8:45-9:45 0 711 0 0 376 50 131 0 230 0 224 1,399 3,121 9:00-10:00 0 729 0 0 375 56 124 0 245 0 210 1,369 3,108 133 0 259 FRANKLIN AVE/101 SB OFF RAMP PERIOD: PM PEAK HOUR DATE: Wed December 11, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 0 126 0 0 120 11 43 0 108 0 44 149 601 3:15-3:30 0 117 0 0 131 11 76 0 183 0 46 133 697 VINE STREET 3:30-3:45 0 127 0 0 125 13 69 0 136 0 50 154 674 3:45-4:00 0 136 0 0 117 15 62 0 88 0 52 170 640 1,050 372 0 4:00-4:15 0 142 0 0 104 11 64 0 86 0 64 163 634 4:15-4:30 0 147 0 0 100 12 89 0 87 0 54 150 639 4:30-4:45 0 143 0 0 127 7 72 0 94 0 40 209 692 4:45-5:00 0 129 0 0 120 13 95 0 74 0 84 219 734 5:00-5:15 0 134 0 0 116 16 154 0 103 0 68 256 847 5:15-5:30 0 111 0 0 113 12 145 0 81 0 82 256 800 0 0 5:30-5:45 0 130 0 0 110 12 119 0 71 0 112 278 832 5:45-6:00 0 119 0 0 91 8 105 0 87 0 110 260 780 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 430 TOTALS L T R L T R L T R L T R TOTAL 494 3:00-4:00 0 506 0 0 493 50 250 0 515 0 192 606 2,612 5:00-6:00 3:15-4:15 0 522 0 0 477 50 271 0 493 0 212 620 2,645 3:30-4:30 0 552 0 0 446 51 284 0 397 0 220 637 2,587 48 0 3:45-4:45 0 568 0 0 448 45 287 0 355 0 210 692 2,605 4:00-5:00 0 561 0 0 451 43 320 0 341 0 242 741 2,699 4:15-5:15 0 553 0 0 463 48 410 0 358 0 246 834 2,912 4:30-5:30 0 517 0 0 476 48 466 0 352 0 274 940 3,073 4:45-5:45 0 504 0 0 459 53 513 0 329 0 346 1,009 3,213 5:00-6:00 0 494 0 0 430 48 523 0 342 0 372 1,050 3,259 * 523 0 342 FRANKLIN AVE/101 SB OFF RAMP
Project ID: CA12_5476_002 NS/EW Streets: City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Argyle Ave Argyle Ave NORTHBOUND SOUTHBOUND CARS AM Franklin Ave EASTBOUND Day: WEDNESDAY Date: 11/28/2012 Franklin Ave WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 7:00 AM 1 0 7 7 15 5 4 88 13 23 152 1 316 7:15 AM 0 0 7 17 21 2 0 94 10 22 144 0 317 7:30 AM 2 0 5 14 22 2 1 122 12 26 193 2 401 7:45 AM 0 4 8 21 19 10 3 118 8 41 178 0 410 8:00 AM 0 0 13 19 20 2 2 137 21 38 214 3 469 8:15 AM 3 5 14 14 26 8 3 107 12 37 176 1 406 8:30 AM 0 7 7 14 27 2 5 121 24 47 198 1 453 8:45 AM 2 4 14 21 37 7 2 121 31 34 173 2 448 9:00 AM 0 9 11 9 24 4 3 127 33 65 241 3 529 9:15 AM 1 8 13 14 30 3 5 115 25 33 187 1 435 9:30 AM 6 5 13 13 18 4 4 135 19 50 186 4 457 9:45 AM 0 8 11 15 32 2 9 123 13 51 183 4 451 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 15 50 123 178 291 51 41 1408 221 467 2225 22 5092 APPROACH %'s : 7.98% 26.60% 65.43% 34.23% 55.96% 9.81% 2.46% 84.31% 13.23% 17.21% 81.98% 0.81% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 900 AM TOTAL PEAK HR VOL : 7 30 48 51 104 13 21 500 90 199 797 12 1872 PEAK HR FACTOR : 0.885 0.857 0.937 0.816 0.885 CONTROL : Signalized
Project ID: CA12_5476_002 NS/EW Streets: City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Argyle Ave NORTHBOUND Argyle Ave CARS PM Franklin Ave SOUTHBOUND EASTBOUND Day: WEDNESDAY Date: 11/28/2012 Franklin Ave WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 3:00 PM 0 10 28 17 16 4 4 203 17 32 136 6 473 3:15 PM 1 15 21 10 22 5 8 220 14 33 129 3 481 3:30 PM 2 9 35 12 26 5 8 215 20 23 151 2 508 3:45 PM 5 12 35 21 19 1 4 183 6 23 124 0 433 4:00 PM 8 12 28 13 19 3 4 204 9 30 117 3 450 4:15 PM 8 11 30 9 28 4 5 191 17 24 121 1 449 4:30 PM 5 23 29 11 22 3 4 199 14 17 144 0 471 4:45 PM 3 12 26 13 20 4 8 191 13 21 117-1 427 5:00 PM 11 14 41 15 16 4 8 206 11 19 122 0 467 5:15 PM 4 8 34 7 20 6 9 190 18 16 117 0 429 5:30 PM 17 12 31 15 21 9 2 185 13 15 116 1 437 5:45 PM 12 13 36 10 17 7 4 205 15 19 127 5 470 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 76 151 374 153 246 55 68 2392 167 272 1521 20 5495 APPROACH %'s : 12.65% 25.12% 62.23% 33.70% 54.19% 12.11% 2.59% 91.05% 6.36% 15.00% 83.89% 1.10% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 300 PM TOTAL PEAK HR VOL : 8 46 119 60 83 15 24 821 57 111 540 11 1895 PEAK HR FACTOR : 0.832 0.919 0.928 0.940 0.933 CONTROL : Signalized
PROJECT#: N/S Street: E/W Street: DATE: CITY: A M Adult Pedestrians PREPARED BY NATIONAL DATA & SURVEYING SERVICES CA12_5476_002 Argyle Ave Franklin Ave 11/28/2012 DAY: 11/28/2012 City of Hollywood School-Aged Pedestrians T I M E NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG SOUTH LEG EAST LEG WEST LEG T I M E EB WB EB WB NB SB NB SB EB WB EB WB NB SB NB SB 7:00 AM 0 0 1 4 1 4 0 0 7:00 AM 0 0 0 0 0 1 0 0 7:15 AM 0 0 0 1 5 18 0 0 7:15 AM 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 1 2 9 0 0 7:30 AM 0 0 0 0 0 0 0 0 7:45 AM 0 0 4 9 7 21 0 0 7:45 AM 0 0 0 2 2 2 0 0 8:00 AM 0 0 5 1 2 17 0 0 8:00 AM 0 0 1 0 0 1 0 0 8:15 AM 0 0 1 0 3 19 0 0 8:15 AM 0 0 0 0 0 0 0 0 8:30 AM 0 0 4 3 3 17 0 0 8:30 AM 0 0 0 0 0 1 0 0 8:45 AM 0 0 3 0 2 21 0 0 8:45 AM 0 0 0 0 0 1 0 0 9:00 AM 0 0 2 3 6 6 0 0 9:00 AM 0 0 0 0 0 1 0 0 9:15 AM 0 0 8 1 1 9 0 0 9:15 AM 0 0 0 0 0 0 0 0 9:30 AM 0 0 5 2 2 16 0 0 9:30 AM 0 0 0 0 0 0 0 0 9:45 AM 0 0 2 5 3 13 0 0 9:45 AM 0 0 0 0 1 1 0 0 TOTALS 0 0 35 30 37 170 0 0 TOTALS 0 0 1 2 3 8 0 0 P M Adult Pedestrians School-Aged Pedestrians TIME NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG SOUTH LEG EAST LEG WEST LEG TIME EB WB EB WB NB SB NB SB EB WB EB WB NB SB NB SB 3:00 PM 0 0 4 0 7 14 0 0 3:00 PM 0 0 4 0 7 14 0 0 3:15 PM 0 0 3 1 8 10 0 0 3:15 PM 0 0 3 1 8 10 0 0 3:30 PM 0 0 6 1 5 15 0 1 3:30 PM 0 0 6 1 5 15 0 1 3:45 PM 0 0 6 8 12 15 0 0 3:45 PM 0 0 6 8 12 15 0 0 4:00 PM 0 0 2 7 12 11 0 0 4:00 PM 0 0 2 7 12 11 0 0 4:15 PM 0 0 1 1 4 9 0 0 4:15 PM 0 0 1 1 4 9 0 0 4:30 PM 0 0 2 5 4 7 0 0 4:30 PM 0 0 2 5 4 7 0 0 4:45 PM 0 0 3 4 10 7 0 0 4:45 PM 0 0 3 4 10 7 0 0 5:00 PM 0 0 1 5 12 6 0 0 5:00 PM 0 0 1 5 12 6 0 0 5:15 PM 0 0 1 4 6 13 0 0 5:15 PM 0 0 1 4 6 13 0 0 5:30 PM 0 0 1 2 18 11 0 0 5:30 PM 0 0 1 2 18 11 0 0 5:45 PM 0 0 4 5 10 8 0 0 5:45 PM 0 0 4 5 10 8 0 0 TOTALS 0 0 34 43 108 126 0 1 TOTALS 0 0 34 43 108 126 0 1
Project ID: CA12_5476_002 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services NS/EW Streets: Argyle Ave Argyle Ave Franklin Ave Franklin Ave Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 7:00 AM 0 0 0 0 0 0 1 1 7:15 AM 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 1 0 0 1 7:45 AM 0 0 0 1 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 8:15 AM 1 0 0 1 0 0 0 2 8:30 AM 0 0 1 0 0 0 1 2 8:45 AM 0 0 0 0 0 0 0 9:00 AM 0 0 0 2 0 0 0 2 9:15 AM 0 0 0 0 0 1 0 1 9:30 AM 0 0 0 0 0 0 0 9:45 AM 0 1 0 0 0 0 0 1 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1 1 1 0 4 1 0 1 0 0 2 0 11 APPROACH %'s : 33.33% 33.33% 33.33% 0.00% 80.00% 20.00% 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 900 AM TOTAL PEAK HR VOL : 0 1 0 0 2 0 0 1 0 0 0 0 4 PEAK HR FACTOR : 0.250 0.250 0.250 0.000 0.500 CONTROL : Signalized BIKES AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_002 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services NS/EW Streets: Argyle Ave Argyle Ave Franklin Ave Franklin Ave Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 3:00 PM 1 0 0 0 1 0 0 2 3:15 PM 0 0 0 0 0 0 0 3:30 PM 0 0 1 0 0 1 0 2 3:45 PM 0 0 0 1 0 0 0 1 4:00 PM 2 1 0 1 0 1 0 5 4:15 PM 1 0 0 0 0 0 0 1 4:30 PM 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 1 1 2 5:00 PM 0 1 0 0 0 0 0 1 5:15 PM 0 0 0 2 0 0 0 2 5:30 PM 0 0 0 0 0 0 0 5:45 PM 0 0 1 0 1 1 0 3 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 0 4 0 2 2 0 0 4 0 2 4 1 19 APPROACH %'s : 0.00% 100.00% 0.00% 50.00% 50.00% 0.00% 0.00% 100.00% 0.00% 28.57% 57.14% 14.29% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 300 PM TOTAL PEAK HR VOL : 0 1 0 0 1 0 0 1 0 1 1 0 5 PEAK HR FACTOR : 0.250 0.250 0.250 0.500 0.625 CONTROL : Signalized BIKES PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_002 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 7:00 AM 1 1 0 0 1 0 3 7:15 AM 2 1 1 1 1 1 7 7:30 AM 0 1 0 0 1 0 2 7:45 AM 0 1 0 0 1 0 2 8:00 AM 0 1 0 0 1 1 3 8:15 AM 1 1 0 0 2 0 4 8:30 AM 0 2 0 0 1 0 3 8:45 AM 0 0 0 0 2 0 2 9:00 AM 1 2 0 0 1 0 4 9:15 AM 0 1 0 0 1 0 2 9:30 AM 1 1 0 0 0 0 2 9:45 AM 0 1 0 0 2 0 3 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 6 0 13 0 0 1 0 1 0 14 2 0 37 APPROACH %'s : 31.58% 0.00% 68.42% 0.00% 0.00% 100.00% 0.00% 100.00% 0.00% 87.50% 12.50% 0.00% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 900 AM TOTAL PEAK HR VOL : 2 0 5 0 0 0 0 0 0 4 0 0 11 PEAK HR FACTOR : 0.583 0.000 0.000 0.500 0.688 CONTROL : Signalized BUSES NS/EW Streets: Argyle Ave Argyle Ave Franklin Ave Franklin Ave AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_002 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 3:00 PM 0 0 0 2 1 3 3:15 PM 1 1 1 1 0 4 3:30 PM 0 2 0 1 0 3 3:45 PM 2 1 0 1 0 4 4:00 PM 2 0 2 1 0 5 4:15 PM 0 0 0 0 0 4:30 PM 0 2 0 2 0 4 4:45 PM 1 1 0 1 0 3 5:00 PM 0 1 0 1 0 2 5:15 PM 0 0 0 1 0 1 5:30 PM 0 3 0 1 0 4 5:45 PM 0 0 0 1 0 1 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 6 0 11 0 0 0 0 3 0 13 1 0 34 APPROACH %'s : 35.29% 0.00% 64.71% 0.00% 100.00% 0.00% 92.86% 7.14% 0.00% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 300 PM TOTAL PEAK HR VOL : 3 0 4 0 0 0 0 1 0 5 1 0 14 PEAK HR FACTOR : 0.583 0.000 0.250 0.500 0.875 CONTROL : Signalized BUSES NS/EW Streets: Argyle Ave Argyle Ave Franklin Ave Franklin Ave PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_002 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 7:00 AM 0 1 0 0 0 0 1 1 0 0 3 7:15 AM 0 0 0 0 0 3 4 0 1 0 8 7:30 AM 0 0 0 0 0 3 2 0 4 1 10 7:45 AM 1 0 0 0 0 1 1 0 3 0 6 8:00 AM 0 1 0 0 0 4 1 1 3 0 10 8:15 AM 0 0 1 0 0 1 1 1 1 0 5 8:30 AM 2 2 0 0 1 3 0 0 3 0 11 8:45 AM 1 0 1 0 0 2 1 2 0 0 7 9:00 AM 1 0 0 1 0 5 3 1 3 1 15 9:15 AM 1 0 1 0 0 4 3 3 1 0 13 9:30 AM 1 0 1 0 0 5 2 1 1 0 11 9:45 AM 0 0 1 0 0 0 2 2 2 0 7 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 0 0 7 4 5 1 1 31 21 12 22 2 106 APPROACH %'s : 0.00% 0.00% 100.00% 40.00% 50.00% 10.00% 1.89% 58.49% 39.62% 33.33% 61.11% 5.56% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 900 AM TOTAL PEAK HR VOL : 0 0 3 0 3 1 0 14 10 7 7 1 46 PEAK HR FACTOR : 0.750 1.000 0.750 0.750 0.767 CONTROL : Signalized HEAVY TRUCKS NS/EW Streets: Argyle Ave Argyle Ave Franklin Ave Franklin Ave AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_002 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 2 0 1 2 1 1 2 0 3:00 PM 0 2 0 0 1 1 0 1 4 0 9 3:15 PM 0 0 1 1 0 2 0 0 1 0 5 3:30 PM 0 0 0 0 0 0 0 0 1 0 1 3:45 PM 0 1 0 0 0 0 0 0 3 0 4 4:00 PM 0 0 0 0 1 2 1 0 2 0 6 4:15 PM 0 0 1 0 0 1 2 0 2 0 6 4:30 PM 0 0 0 0 0 1 0 0 0 0 1 4:45 PM 0 0 0 0 0 3 0 1 0 1 5 5:00 PM 1 1 0 0 0 1 0 1 1 0 5 5:15 PM 0 0 0 1 0 0 0 0 1 0 2 5:30 PM 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 1 0 0 2 1 0 0 0 4 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 0 1 4 0 3 2 2 13 4 3 15 1 48 APPROACH %'s : 0.00% 20.00% 80.00% 0.00% 60.00% 40.00% 10.53% 68.42% 21.05% 15.79% 78.95% 5.26% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 300 PM TOTAL PEAK HR VOL : 0 0 3 0 1 1 1 3 0 1 9 0 19 PEAK HR FACTOR : 0.375 0.250 0.500 0.500 0.528 CONTROL : Signalized HEAVY TRUCKS NS/EW Streets: Argyle Ave Argyle Ave Franklin Ave Franklin Ave PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: VINE STREET AM PEAK HOUR E/W STREET: DATE: Tue SELMA AVENUE December 3, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 14 2 6 1 5 6 2 91 6 26 286 4 449 7:15-7:30 6 7 5 2 4 3 5 116 7 11 261 10 437 N 7:30-7:45 17 12 8 5 8 9 7 226 9 8 318 9 636 VINE STREET 7:45-8:00 8 8 7 4 7 2 10 105 13 6 328 9 507 8:00-8:15 20 10 10 3 17 17 8 114 19 17 329 15 579 41 1,290 54 8:15-8:30 19 15 16 2 17 15 10 129 19 17 296 12 567 8:30-8:45 22 16 13 4 16 16 3 144 23 8 338 7 610 8:45-9:00 24 15 10 9 19 14 6 124 21 12 327 7 588 9:00-9:15 19 16 8 6 16 13 14 150 21 6 286 8 563 9:15-9:30 12 15 14 6 14 9 8 134 26 13 247 12 510 9:30-9:45 20 25 14 3 14 15 14 154 21 13 284 10 587 18 49 9:45-10:00 15 30 21 6 21 7 11 143 35 16 274 7 586 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 69 TOTALS L T R L T R L T R L T R TOTAL 56 7:00-8:00 45 29 26 12 24 20 24 538 35 51 1,193 32 2,029 8:00-9:00 7:15-8:15 51 37 30 14 36 31 30 561 48 42 1,236 43 2,159 7:30-8:30 64 45 41 14 49 43 35 574 60 48 1,271 45 2,289 62 85 7:45-8:45 69 49 46 13 57 50 31 492 74 48 1,291 43 2,263 8:00-9:00 85 56 49 18 69 62 27 511 82 54 1,290 41 2,344 * 8:15-9:15 84 62 47 21 68 58 33 547 84 43 1,247 34 2,328 8:30-9:30 77 62 45 25 65 52 31 552 91 39 1,198 34 2,271 8:45-9:45 75 71 46 24 63 51 42 562 89 44 1,144 37 2,248 9:00-10:00 66 86 57 21 65 44 47 581 103 48 1,091 37 2,246 27 511 82 SELMA AVENUE PERIOD: PM PEAK HOUR DATE: Tue December 3, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 21 15 15 19 25 32 14 193 28 11 168 10 551 3:15-3:30 22 29 24 6 52 34 13 203 35 20 185 14 637 VINE STREET 3:30-3:45 26 29 22 13 47 37 17 206 39 16 197 10 659 3:45-4:00 31 27 19 18 42 41 22 206 42 14 209 5 676 27 908 85 4:00-4:15 25 22 22 8 41 36 18 229 44 14 235 5 699 4:15-4:30 18 17 26 12 39 27 20 255 48 13 259 5 739 4:30-4:45 24 17 25 16 37 22 16 230 35 12 225 4 663 4:45-5:00 30 20 27 10 29 16 9 187 28 14 164 3 537 5:00-5:15 24 23 29 12 25 25 7 234 36 21 208 6 650 5:15-5:30 18 21 29 14 23 29 7 310 48 26 248 5 778 54 100 5:30-5:45 20 23 23 13 36 31 9 289 51 21 234 7 757 5:45-6:00 21 22 19 15 43 30 13 249 57 17 218 9 713 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 127 TOTALS L T R L T R L T R L T R TOTAL 89 3:00-4:00 100 100 80 56 166 144 66 808 144 61 759 39 2,523 5:00-6:00 3:15-4:15 104 107 87 45 182 148 70 844 160 64 826 34 2,671 3:30-4:30 100 95 89 51 169 141 77 896 173 57 900 25 2,773 115 83 3:45-4:45 98 83 92 54 159 126 76 920 169 53 928 19 2,777 4:00-5:00 97 76 100 46 146 101 63 901 155 53 883 17 2,638 4:15-5:15 96 77 107 50 130 90 52 906 147 60 856 18 2,589 4:30-5:30 96 81 110 52 114 92 39 961 147 73 845 18 2,628 4:45-5:45 92 87 108 49 113 101 32 1,020 163 82 854 21 2,722 5:00-6:00 83 89 100 54 127 115 36 1,082 192 85 908 27 2,898 * 36 1,082 192 SELMA AVENUE
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: ARGYLE AVENUE AM PEAK HOUR E/W STREET: DATE: Tue SELMA AVENUE November 19, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 5 5 5 10 3 6 2 5 3 6 27 13 90 7:15-7:30 7 6 10 8 5 5 4 10 3 3 19 7 87 N 7:30-7:45 4 12 4 10 8 7 3 13 2 4 33 13 113 ARGYLE AVENUE 7:45-8:00 5 15 3 12 9 8 5 16 1 6 47 22 149 8:00-8:15 5 20 7 22 15 13 7 17 4 10 54 25 199 103 240 29 8:15-8:30 8 21 5 22 18 11 6 18 0 10 62 27 208 8:30-8:45 9 19 6 19 15 13 4 21 2 6 59 28 201 8:45-9:00 16 17 4 20 19 18 3 22 5 4 63 31 222 9:00-9:15 9 27 5 21 19 18 5 20 4 9 62 26 225 9:15-9:30 11 27 4 17 19 23 6 15 3 10 56 18 209 9:30-9:45 7 27 6 20 16 14 5 15 2 9 56 21 198 77 19 9:45-10:00 10 18 3 24 17 22 7 23 4 5 54 28 215 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 72 TOTALS L T R L T R L T R L T R TOTAL 90 7:00-8:00 21 38 22 40 25 26 14 44 9 19 126 55 439 8:30-9:30 7:15-8:15 21 53 24 52 37 33 19 56 10 23 153 67 548 7:30-8:30 22 68 19 66 50 39 21 64 7 30 196 87 669 72 45 7:45-8:45 27 75 21 75 57 45 22 72 7 32 222 102 757 8:00-9:00 38 77 22 83 67 55 20 78 11 30 238 111 830 8:15-9:15 42 84 20 82 71 60 18 81 11 29 246 112 856 8:30-9:30 45 90 19 77 72 72 18 78 14 29 240 103 857 * 8:45-9:45 43 98 19 78 73 73 19 72 14 32 237 96 854 9:00-10:00 37 99 18 82 71 77 23 73 13 33 228 93 847 18 78 14 SELMA AVENUE PERIOD: PM PEAK HOUR DATE: Tue November 19, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 6 14 18 20 24 11 6 47 2 8 26 8 190 3:15-3:30 4 14 14 22 30 17 7 46 4 4 24 15 201 ARGYLE AVENUE 3:30-3:45 3 15 15 31 32 14 6 37 3 4 28 12 200 3:45-4:00 4 19 17 30 28 13 7 40 6 7 25 15 211 101 122 26 4:00-4:15 2 21 15 40 28 12 6 40 6 7 28 12 217 4:15-4:30 3 19 16 38 30 13 7 43 5 7 32 15 228 4:30-4:45 2 23 17 39 29 13 8 50 4 7 25 20 237 4:45-5:00 4 20 21 32 28 15 10 47 5 8 32 21 243 5:00-5:15 2 17 17 31 24 15 8 60 3 7 28 25 237 5:15-5:30 3 26 24 28 35 12 7 50 2 9 22 28 246 132 87 5:30-5:45 1 31 21 39 40 23 12 80 2 8 34 26 317 5:45-6:00 2 36 25 34 37 29 7 52 3 2 38 22 287 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 136 TOTALS L T R L T R L T R L T R TOTAL 110 3:00-4:00 17 62 64 103 114 55 26 170 15 23 103 50 802 5:00-6:00 3:15-4:15 13 69 61 123 118 56 26 163 19 22 105 54 829 3:30-4:30 12 74 63 139 118 52 26 160 20 25 113 54 856 79 8 3:45-4:45 11 82 65 147 115 51 28 173 21 28 110 62 893 4:00-5:00 11 83 69 149 115 53 31 180 20 29 117 68 925 4:15-5:15 11 79 71 140 111 56 33 200 17 29 117 81 945 4:30-5:30 11 86 79 130 116 55 33 207 14 31 107 94 963 4:45-5:45 10 94 83 130 127 65 37 237 12 32 116 100 1,043 5:00-6:00 8 110 87 132 136 79 34 242 10 26 122 101 1,087 * 34 242 10 SELMA AVENUE
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: ARGYLE AVENUE AM PEAK HOUR E/W STREET: DATE: Thu SUNSET BOULEVARD December 12, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 0 267 6 5 105 0 0 0 0 9 0 14 406 7:15-7:30 0 377 9 4 156 0 0 0 0 15 0 28 589 N 7:30-7:45 0 350 19 6 173 0 0 0 0 11 0 21 580 ARGYLE AVENUE 7:45-8:00 1 406 12 8 187 1 0 0 1 18 0 25 659 8:00-8:15 0 426 19 12 268 3 0 0 1 12 0 24 765 111 1 67 8:15-8:30 1 402 25 18 202 1 1 0 1 13 0 29 693 8:30-8:45 0 392 17 25 227 1 0 0 1 24 1 33 721 8:45-9:00 0 355 32 18 166 4 0 0 3 32 0 37 647 9:00-9:15 0 272 22 17 152 0 3 0 0 23 0 30 519 9:15-9:30 0 266 23 26 125 0 0 0 0 24 0 41 505 9:30-9:45 0 341 22 23 202 0 0 0 0 23 0 26 637 63 73 9:45-10:00 0 300 18 27 212 1 0 0 1 23 0 30 612 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 884 TOTALS L T R L T R L T R L T R TOTAL 1626 7:00-8:00 1 1,400 46 23 621 1 0 0 1 53 0 88 2,234 7:45-8:45 7:15-8:15 1 1,559 59 30 784 4 0 0 2 56 0 98 2,593 7:30-8:30 2 1,584 75 44 830 5 1 0 3 54 0 99 2,697 6 2 7:45-8:45 2 1,626 73 63 884 6 1 0 4 67 1 111 2,838 * 8:00-9:00 1 1,575 93 73 863 9 1 0 6 81 1 123 2,826 8:15-9:15 1 1,421 96 78 747 6 4 0 5 92 1 129 2,580 8:30-9:30 0 1,285 94 86 670 5 3 0 4 103 1 141 2,392 8:45-9:45 0 1,234 99 84 645 4 3 0 3 102 0 134 2,308 9:00-10:00 0 1,179 85 93 691 1 3 0 1 93 0 127 2,273 1 0 4 SUNSET BOULEVARD PERIOD: PM PEAK HOUR DATE: Thu December 12, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 0 306 18 21 313 0 3 0 3 31 0 9 704 3:15-3:30 0 320 14 26 292 0 0 0 1 31 0 17 701 ARGYLE AVENUE 3:30-3:45 0 302 22 24 311 1 0 0 1 28 0 10 699 3:45-4:00 0 311 37 23 337 0 0 0 1 25 0 16 750 87 1 126 4:00-4:15 0 265 32 27 356 2 0 0 0 43 0 9 734 4:15-4:30 1 275 30 28 368 1 0 0 4 38 0 17 762 4:30-4:45 0 277 24 31 327 0 0 0 0 30 0 22 711 4:45-5:00 0 260 24 34 330 0 0 0 0 25 0 24 697 5:00-5:15 0 260 26 31 332 3 0 1 3 39 0 33 728 5:15-5:30 0 317 24 27 355 0 0 0 2 30 0 25 780 94 113 5:30-5:45 0 351 34 18 415 0 0 0 3 29 0 15 865 5:45-6:00 0 327 29 18 338 0 0 0 1 28 1 14 756 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 1440 TOTALS L T R L T R L T R L T R TOTAL 1255 3:00-4:00 0 1,239 91 94 1,253 1 3 0 6 115 0 52 2,854 5:00-6:00 3:15-4:15 0 1,198 105 100 1,296 3 0 0 3 127 0 52 2,884 3:30-4:30 1 1,153 121 102 1,372 4 0 0 6 134 0 52 2,945 3 0 3:45-4:45 1 1,128 123 109 1,388 3 0 0 5 136 0 64 2,957 4:00-5:00 1 1,077 110 120 1,381 3 0 0 4 136 0 72 2,904 4:15-5:15 1 1,072 104 124 1,357 4 0 1 7 132 0 96 2,898 4:30-5:30 0 1,114 98 123 1,344 3 0 1 5 124 0 104 2,916 4:45-5:45 0 1,188 108 110 1,432 3 0 1 8 123 0 97 3,070 5:00-6:00 0 1,255 113 94 1,440 3 0 1 9 126 1 87 3,129 * 0 1 9 SUNSET BOULEVARD
Project ID: CA12_5476_005 NS/EW Streets: City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services El Centro Ave El Centro Ave NORTHBOUND SOUTHBOUND CARS AM Sunset Blvd EASTBOUND Day: WEDNESDAY Date: 11/28/2012 Sunset Blvd WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 7:00 AM 3 6 6 1 2 3 1 173 12 14 319 4 544 7:15 AM 6 7 5 0 10 7 0 178 7 11 366 3 600 7:30 AM 4 4 5 6 8 4 2 198 5 14 438 2 690 7:45 AM 5 2 11 3 15 10 2 260 6 20 457 2 793 8:00 AM 4 6 10 5 26 19 1 221 18 18 404 3 735 8:15 AM 13 11 14 4 21 12 1 217 10 15 389 4 711 8:30 AM 13 9 13 5 21 8 3 234 13 20 404 7 750 8:45 AM 12 10 15 4 16 10 6 227 9 13 410 4 736 9:00 AM 5 7 9 3 24 15 5 227 13 15 352 2 677 9:15 AM 12 9 16 0 25 20 13 234 11 9 322 6 677 9:30 AM 7 16 11 4 9 8 4 213 11 10 316 2 611 9:45 AM 15 7 5 1 21 12 4 221 7 13 305 4 615 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 99 94 120 36 198 128 42 2603 122 172 4482 43 8139 APPROACH %'s : 31.63% 30.03% 38.34% 9.94% 54.70% 35.36% 1.52% 94.07% 4.41% 3.66% 95.42% 0.92% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 35 28 48 17 83 49 7 932 47 73 1654 16 2989 PEAK HR FACTOR : 0.730 0.745 0.920 0.910 0.942 CONTROL : Signalized
Project ID: CA12_5476_005 NS/EW Streets: City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services El Centro Ave NORTHBOUND El Centro Ave CARS PM Sunset Blvd SOUTHBOUND EASTBOUND Day: WEDNESDAY Date: 11/28/2012 Sunset Blvd WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 3:00 PM 7 22 22 4 16 7 4 314 15 18 313 5 747 3:15 PM 5 23 25 6 10 5 3 326 12 15 299 5 734 3:30 PM 10 14 31 4 12 4 3 357 17 21 320 5 798 3:45 PM 13 13 22 3 8 5 5 306 9 13 320 8 725 4:00 PM 12 23 36 5 8 9 3 289 12 16 326 3 742 4:15 PM 9 29 17 3 12 10 5 333 7 11 326 2 764 4:30 PM 8 26 32 5 10 5 4 320 15 13 315 5 758 4:45 PM 10 27 24 5 12 1 5 385 10 13 352 7 851 5:00 PM 9 33 32 3 16 9 3 384 11 16 331 2 849 5:15 PM 8 27 20 10 9 5 3 373 15 9 344 3 826 5:30 PM 11 31 33 7 7 9 3 377 12 10 312 4 816 5:45 PM 12 27 22 7 8 6 8 408 21 10 311 7 847 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 114 295 316 62 128 75 49 4172 156 165 3869 56 9457 APPROACH %'s : 15.72% 40.69% 43.59% 23.40% 48.30% 28.30% 1.12% 95.32% 3.56% 4.03% 94.60% 1.37% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 38 118 109 25 44 24 14 1519 48 48 1339 16 3342 PEAK HR FACTOR : 0.883 0.830 0.988 0.943 0.982 CONTROL : Signalized
PROJECT#: N/S Street: E/W Street: DATE: CITY: A M Adult Pedestrians PREPARED BY NATIONAL DATA & SURVEYING SERVICES CA12_5476_005 El Centro Ave Sunset Blvd 11/28/2012 DAY: 11/28/2012 City of Hollywood School-Aged Pedestrians T I M E NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG SOUTH LEG EAST LEG WEST LEG T I M E EB WB EB WB NB SB NB SB EB WB EB WB NB SB NB SB 7:00 AM 7:00 AM 7:15 AM 7:15 AM 7:30 AM 7:30 AM 7:45 AM 7:45 AM 8:00 AM 8:00 AM 8:15 AM 8:15 AM 8:30 AM 8:30 AM 8:45 AM 8:45 AM 9:00 AM 9:00 AM 9:15 AM 9:15 AM 9:30 AM 9:30 AM 9:45 AM 9:45 AM TOTALS 0 0 0 0 0 0 0 0 TOTALS 0 0 0 0 0 0 0 0 P M Adult Pedestrians School-Aged Pedestrians TIME NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG SOUTH LEG EAST LEG WEST LEG TIME EB WB EB WB NB SB NB SB EB WB EB WB NB SB NB SB 3:00 PM 3:00 PM 3:15 PM 3:15 PM 3:30 PM 3:30 PM 3:45 PM 3:45 PM 4:00 PM 4:00 PM 4:15 PM 4:15 PM 4:30 PM 4:30 PM 4:45 PM 4:45 PM 5:00 PM 5:00 PM 5:15 PM 5:15 PM 5:30 PM 5:30 PM 5:45 PM 5:45 PM TOTALS 0 0 0 0 0 0 0 0 TOTALS 0 0 0 0 0 0 0 0
Project ID: CA12_5476_005 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services NS/EW Streets: El Centro Ave El Centro Ave Sunset Blvd Sunset Blvd Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 7:00 AM 0 1 0 1 1 0 3 7:15 AM 0 0 0 0 0 6 6 7:30 AM 0 0 0 0 0 7 7 7:45 AM 0 0 0 1 0 5 6 8:00 AM 0 0 0 1 0 0 1 8:15 AM 0 0 0 1 0 2 3 8:30 AM 1 1 0 2 0 6 10 8:45 AM 0 1 2 3 0 8 14 9:00 AM 0 0 0 1 0 2 3 9:15 AM 0 0 0 3 0 3 6 9:30 AM 2 2 0 0 0 6 10 9:45 AM 1 3 0 1 0 7 12 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 4 8 0 0 2 0 0 14 1 0 52 0 81 APPROACH %'s : 33.33% 66.67% 0.00% 0.00% 100.00% 0.00% 0.00% 93.33% 6.67% 0.00% 100.00% 0.00% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 1 1 0 0 0 0 0 5 0 0 13 0 20 PEAK HR FACTOR : 0.250 0.000 0.625 0.542 0.500 CONTROL : Signalized BIKES AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_005 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services NS/EW Streets: El Centro Ave El Centro Ave Sunset Blvd Sunset Blvd Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 3:00 PM 0 0 0 0 0 0 0 2 0 8 0 10 3:15 PM 1 0 0 0 0 0 1 6 0 6 0 14 3:30 PM 1 0 0 0 1 0 0 2 0 4 0 8 3:45 PM 2 1 1 0 1 0 0 3 0 5 0 13 4:00 PM 0 0 0 0 2 1 0 5 0 5 0 13 4:15 PM 0 0 0 0 0 0 0 1 0 3 1 5 4:30 PM 0 2 0 1 0 0 0 8 0 5 0 16 4:45 PM 0 0 0 0 0 0 0 3 0 3 0 6 5:00 PM 0 0 0 0 0 0 0 2 0 7 0 9 5:15 PM 0 2 0 0 0 0 1 7 0 3 0 13 5:30 PM 0 0 0 0 1 0 0 1 0 5 0 7 5:45 PM 1 1 0 0 0 0 0 3 1 7 0 13 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 5 6 1 1 5 1 2 43 1 0 61 1 127 APPROACH %'s : 41.67% 50.00% 8.33% 14.29% 71.43% 14.29% 4.35% 93.48% 2.17% 0.00% 98.39% 1.61% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 0 2 0 0 1 0 1 13 0 0 18 0 35 PEAK HR FACTOR : 0.250 0.250 0.438 0.643 0.673 CONTROL : Signalized BIKES PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_005 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 7:00 AM 0 0 0 3 0 5 8 7:15 AM 0 0 0 4 0 9 13 7:30 AM 0 0 0 5 0 7 12 7:45 AM 0 0 0 9 0 6 15 8:00 AM 0 0 1 5 1 5 12 8:15 AM 1 0 0 6 0 5 12 8:30 AM 0 1 1 1 0 8 11 8:45 AM 0 0 1 1 0 2 4 9:00 AM 0 0 0 2 0 5 7 9:15 AM 0 0 0 1 0 7 8 9:30 AM 0 0 0 1 0 1 2 9:45 AM 0 0 0 2 0 5 7 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1 0 0 1 0 3 0 40 1 0 65 0 111 APPROACH %'s : 100.00% 0.00% 0.00% 25.00% 0.00% 75.00% 0.00% 97.56% 2.44% 0.00% 100.00% 0.00% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 1 0 0 1 0 2 0 21 1 0 24 0 50 PEAK HR FACTOR : 0.250 0.375 0.611 0.750 0.833 CONTROL : Signalized BUSES NS/EW Streets: El Centro Ave El Centro Ave Sunset Blvd Sunset Blvd AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_005 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 3:00 PM 0 4 7 11 3:15 PM 0 5 4 9 3:30 PM 0 2 1 3 3:45 PM 0 4 2 6 4:00 PM 1 4 3 8 4:15 PM 0 2 2 4 4:30 PM 0 6 3 9 4:45 PM 0 4 2 6 5:00 PM 0 4 4 8 5:15 PM 0 3 4 7 5:30 PM 0 2 2 4 5:45 PM 0 4 3 7 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 0 0 0 0 1 0 0 44 0 0 37 0 82 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 0 0 0 0 0 0 0 13 0 0 12 0 25 PEAK HR FACTOR : 0.000 0.000 0.813 0.750 0.781 CONTROL : Signalized BUSES NS/EW Streets: El Centro Ave El Centro Ave Sunset Blvd Sunset Blvd PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_005 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 7:00 AM 0 0 0 0 0 0 0 4 0 1 6 0 11 7:15 AM 0 0 0 0 1 0 0 11 1 0 6 0 19 7:30 AM 0 0 0 0 0 0 0 10 0 1 11 0 22 7:45 AM 0 0 0 0 0 1 0 7 0 0 8 0 16 8:00 AM 0 0 0 0 0 1 0 3 0 1 6 0 11 8:15 AM 1 1 0 0 0 0 0 6 0 0 14 0 22 8:30 AM 0 0 0 0 0 1 1 5 0 1 11 1 20 8:45 AM 0 1 0 0 0 0 0 4 1 0 7 0 13 9:00 AM 0 0 0 1 2 0 0 3 1 0 9 0 16 9:15 AM 0 0 1 0 0 0 0 9 0 1 10 1 22 9:30 AM 0 0 0 0 0 0 0 3 1 0 9 0 13 9:45 AM 0 0 0 1 0 0 0 4 0 1 7 1 14 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1 2 1 2 3 3 1 69 4 6 104 3 199 APPROACH %'s : 25.00% 50.00% 25.00% 25.00% 37.50% 37.50% 1.35% 93.24% 5.41% 5.31% 92.04% 2.65% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 1 1 0 0 0 3 1 21 0 2 39 1 69 PEAK HR FACTOR : 0.250 0.750 0.786 0.750 0.784 CONTROL : Signalized HEAVY TRUCKS NS/EW Streets: El Centro Ave El Centro Ave Sunset Blvd Sunset Blvd AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_005 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 3 0 1 3 0 3:00 PM 0 0 0 1 0 0 0 4 6 0 11 3:15 PM 0 0 0 0 0 0 0 3 2 0 5 3:30 PM 0 0 0 0 0 0 0 5 2 0 7 3:45 PM 0 0 0 0 1 0 0 4 1 0 6 4:00 PM 1 0 1 0 0 0 0 6 6 0 14 4:15 PM 0 0 0 1 0 0 0 4 2 0 7 4:30 PM 0 1 0 1 0 0 0 5 3 0 10 4:45 PM 0 0 1 0 0 0 0 8 4 0 13 5:00 PM 0 0 0 1 0 0 0 1 1 0 3 5:15 PM 0 0 0 0 0 0 0 3 2 0 5 5:30 PM 0 0 0 0 0 0 0 7 3 1 11 5:45 PM 0 1 0 1 1 1 1 2 4 0 11 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 1 2 2 5 2 1 1 52 0 0 36 1 103 APPROACH %'s : 20.00% 40.00% 40.00% 62.50% 25.00% 12.50% 1.89% 98.11% 0.00% 0.00% 97.30% 2.70% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 0 0 1 1 0 0 0 19 0 0 10 1 32 PEAK HR FACTOR : 0.250 0.250 0.594 0.688 0.615 CONTROL : Signalized HEAVY TRUCKS NS/EW Streets: El Centro Ave El Centro Ave Sunset Blvd Sunset Blvd PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_010 NS/EW Streets: City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Gower St Gower St NORTHBOUND SOUTHBOUND CARS AM Sunset Blvd EASTBOUND Day: WEDNESDAY Date: 11/28/2012 Sunset Blvd WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 7:00 AM 6 33 18 15 105 9 4 169 5 13 321 5 703 7:15 AM 3 32 14 17 111 7 0 173 13 23 371 6 770 7:30 AM 13 55 20 18 126 25 4 188 15 18 416 4 902 7:45 AM 7 51 13 20 147 14 6 260 8 26 457 6 1015 8:00 AM 10 58 22 29 157 18 14 203 18 29 397 6 961 8:15 AM 11 66 23 27 156 10 8 211 16 31 387 8 954 8:30 AM 5 76 22 31 148 17 11 229 12 30 409 9 999 8:45 AM 5 54 22 40 137 12 9 222 15 28 410 11 965 9:00 AM 6 53 19 31 147 11 4 216 19 28 351 9 894 9:15 AM 4 48 15 31 127 10 14 216 20 21 323 9 838 9:30 AM 6 61 21 29 146 17 9 211 8 23 305 6 842 9:45 AM 8 40 15 30 129 18 15 201 11 18 297 9 791 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 84 627 224 318 1636 168 98 2499 160 288 4444 88 10634 APPROACH %'s : 8.98% 67.06% 23.96% 14.99% 77.10% 7.92% 3.55% 90.64% 5.80% 5.98% 92.20% 1.83% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 33 251 80 107 608 59 39 903 54 116 1650 29 3929 PEAK HR FACTOR : 0.883 0.949 0.909 0.918 0.968 CONTROL : Signalized
Project ID: CA12_5476_010 NS/EW Streets: City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Gower St NORTHBOUND Gower St CARS PM Sunset Blvd SOUTHBOUND EASTBOUND Day: WEDNESDAY Date: 11/28/2012 Sunset Blvd WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 3:00 PM 8 95 27 20 89 14 22 298 20 20 314 16 943 3:15 PM 13 118 23 10 114 12 15 327 16 18 293 17 976 3:30 PM 17 92 21 19 83 13 18 360 15 16 317 23 994 3:45 PM 6 104 19 11 101 13 16 306 9 13 319 29 946 4:00 PM 9 94 32 19 100 16 17 308 13 12 324 16 960 4:15 PM 12 124 24 16 95 16 14 323 8 16 308 19 975 4:30 PM 7 114 20 15 71 14 17 334 13 15 316 17 953 4:45 PM 15 122 25 16 97 14 21 387 9 20 350 22 1098 5:00 PM 6 120 22 10 88 9 17 387 13 18 325 22 1037 5:15 PM 12 117 21 10 87 12 20 378 10 10 338 23 1038 5:30 PM 7 134 23 9 93 10 14 383 13 15 303 28 1032 5:45 PM 7 147 15 13 83 16 21 407 12 18 311 22 1072 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 119 1381 272 168 1101 159 212 4198 151 191 3818 254 12024 APPROACH %'s : 6.72% 77.93% 15.35% 11.76% 77.10% 11.13% 4.65% 92.04% 3.31% 4.48% 89.56% 5.96% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 40 493 91 45 365 45 72 1535 45 63 1316 95 4205 PEAK HR FACTOR : 0.951 0.896 0.990 0.940 0.957 CONTROL : Signalized
PROJECT#: N/S Street: E/W Street: DATE: CITY: A M Adult Pedestrians PREPARED BY NATIONAL DATA & SURVEYING SERVICES CA12_5476_010 Gower St Sunset Blvd 11/28/2012 DAY: 11/28/2012 City of Hollywood School-Aged Pedestrians T I M E NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG SOUTH LEG EAST LEG WEST LEG T I M E EB WB EB WB NB SB NB SB EB WB EB WB NB SB NB SB 7:00 AM 7:00 AM 7:15 AM 7:15 AM 7:30 AM 7:30 AM 7:45 AM 7:45 AM 8:00 AM 8:00 AM 8:15 AM 8:15 AM 8:30 AM 8:30 AM 8:45 AM 8:45 AM 9:00 AM 9:00 AM 9:15 AM 9:15 AM 9:30 AM 9:30 AM 9:45 AM 9:45 AM TOTALS 0 0 0 0 0 0 0 0 TOTALS 0 0 0 0 0 0 0 0 P M Adult Pedestrians School-Aged Pedestrians TIME NORTH LEG SOUTH LEG EAST LEG WEST LEG NORTH LEG SOUTH LEG EAST LEG WEST LEG TIME EB WB EB WB NB SB NB SB EB WB EB WB NB SB NB SB 3:00 PM 3:00 PM 3:15 PM 3:15 PM 3:30 PM 3:30 PM 3:45 PM 3:45 PM 4:00 PM 4:00 PM 4:15 PM 4:15 PM 4:30 PM 4:30 PM 4:45 PM 4:45 PM 5:00 PM 5:00 PM 5:15 PM 5:15 PM 5:30 PM 5:30 PM 5:45 PM 5:45 PM TOTALS 0 0 0 0 0 0 0 0 TOTALS 0 0 0 0 0 0 0 0
Project ID: CA12_5476_010 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services NS/EW Streets: Gower St Gower St Sunset Blvd Sunset Blvd Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 7:00 AM 0 0 1 0 0 0 0 0 0 0 1 7:15 AM 1 0 0 0 0 0 0 0 3 0 4 7:30 AM 0 1 0 1 0 0 1 0 7 0 10 7:45 AM 0 0 0 0 0 0 1 0 5 0 6 8:00 AM 0 0 0 3 0 1 1 0 1 0 6 8:15 AM 0 0 0 0 0 0 0 0 4 0 4 8:30 AM 0 0 0 2 0 0 2 0 4 0 8 8:45 AM 0 0 0 0 1 0 4 0 9 0 14 9:00 AM 1 1 0 1 0 0 1 1 2 0 7 9:15 AM 0 0 0 0 1 0 3 0 4 1 9 9:30 AM 0 0 0 0 0 0 0 0 5 0 5 9:45 AM 0 1 0 0 1 0 1 0 5 0 8 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 2 3 0 1 7 3 1 14 0 1 49 1 82 APPROACH %'s : 40.00% 60.00% 0.00% 9.09% 63.64% 27.27% 6.67% 93.33% 0.00% 1.96% 96.08% 1.96% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 0 0 0 0 5 0 1 4 0 0 14 0 24 PEAK HR FACTOR : 0.000 0.417 0.625 0.700 0.750 CONTROL : Signalized BIKES AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_010 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services NS/EW Streets: Gower St Gower St Sunset Blvd Sunset Blvd Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 3:00 PM 0 1 0 4 0 4 0 9 3:15 PM 1 1 0 7 1 1 0 11 3:30 PM 1 0 2 4 0 3 0 10 3:45 PM 3 0 1 8 0 6 1 19 4:00 PM 0 4 0 2 1 5 0 12 4:15 PM 0 0 0 1 0 6 0 7 4:30 PM 0 1 0 9 0 5 0 15 4:45 PM 1 1 0 2 0 2 0 6 5:00 PM 0 0 0 2 0 8 0 10 5:15 PM 0 1 0 8 0 6 0 15 5:30 PM 1 2 0 1 0 5 0 9 5:45 PM 1 0 0 0 0 4 0 5 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 0 8 0 0 11 0 3 48 2 0 55 1 128 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 100.00% 0.00% 5.66% 90.57% 3.77% 0.00% 98.21% 1.79% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 0 2 0 0 4 0 0 13 0 0 21 0 40 PEAK HR FACTOR : 0.500 0.500 0.406 0.656 0.667 CONTROL : Signalized BIKES PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_010 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 7:00 AM 0 1 0 1 0 0 2 1 0 6 11 7:15 AM 1 0 0 0 0 1 1 1 1 8 13 7:30 AM 0 0 0 0 0 0 5 1 0 7 13 7:45 AM 1 0 0 0 1 0 9 0 1 5 17 8:00 AM 1 0 2 0 0 0 6 0 0 4 13 8:15 AM 0 0 0 0 0 0 5 1 0 5 11 8:30 AM 0 0 0 0 0 0 2 0 1 8 11 8:45 AM 0 0 0 0 0 0 1 0 0 2 3 9:00 AM 1 0 0 0 0 0 2 0 0 4 7 9:15 AM 1 0 1 0 0 0 1 0 0 6 9 9:30 AM 0 0 0 0 0 0 1 0 1 1 3 9:45 AM 1 0 1 0 0 0 1 1 1 3 8 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 6 1 4 0 1 1 1 36 5 5 59 0 119 APPROACH %'s : 54.55% 9.09% 36.36% 0.00% 50.00% 50.00% 2.38% 85.71% 11.90% 7.81% 92.19% 0.00% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 2 0 2 0 0 1 0 22 1 2 22 0 52 PEAK HR FACTOR : 0.333 0.250 0.639 0.667 0.765 CONTROL : Signalized BUSES NS/EW Streets: Gower St Gower St Sunset Blvd Sunset Blvd AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_010 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 3:00 PM 0 0 0 1 1 3 1 0 8 0 14 3:15 PM 1 0 1 1 2 5 0 0 3 0 13 3:30 PM 1 0 0 0 0 2 1 0 1 0 5 3:45 PM 0 1 1 2 1 3 0 0 3 1 12 4:00 PM 0 2 0 2 1 3 1 1 2 0 12 4:15 PM 0 0 1 4 1 1 1 1 2 0 11 4:30 PM 1 0 0 0 0 5 1 0 1 0 8 4:45 PM 0 0 1 0 0 3 0 0 2 0 6 5:00 PM 1 0 0 0 0 3 1 1 3 0 9 5:15 PM 1 1 1 0 0 2 1 0 3 0 9 5:30 PM 0 0 1 0 1 3 0 1 2 0 8 5:45 PM 0 0 1 0 0 3 0 0 2 0 6 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 5 4 7 10 7 0 0 36 7 4 32 1 113 APPROACH %'s : 31.25% 25.00% 43.75% 58.82% 41.18% 0.00% 0.00% 83.72% 16.28% 10.81% 86.49% 2.70% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 2 1 3 0 1 0 0 11 2 2 10 0 32 PEAK HR FACTOR : 0.500 0.250 0.813 0.750 0.889 CONTROL : Signalized BUSES NS/EW Streets: Gower St Gower St Sunset Blvd Sunset Blvd PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_010 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 7:00 AM 1 0 2 0 0 0 0 3 2 0 6 0 14 7:15 AM 1 0 2 0 2 0 0 10 0 0 5 0 20 7:30 AM 0 1 0 0 0 0 2 9 0 0 12 0 24 7:45 AM 0 2 0 0 2 0 2 4 1 1 8 0 20 8:00 AM 1 0 1 0 0 0 0 3 0 0 6 0 11 8:15 AM 0 3 1 0 2 0 0 6 0 0 14 1 27 8:30 AM 2 0 3 0 2 1 0 5 0 1 10 0 24 8:45 AM 0 1 0 1 2 0 0 4 0 0 7 0 15 9:00 AM 0 0 2 2 0 0 0 4 0 0 10 0 18 9:15 AM 1 0 0 0 3 1 1 9 0 1 10 1 27 9:30 AM 1 1 2 0 3 0 0 3 0 1 8 0 19 9:45 AM 0 0 1 0 1 1 1 3 1 0 8 0 16 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 7 8 14 3 17 3 6 63 4 4 104 2 235 APPROACH %'s : 24.14% 27.59% 48.28% 13.04% 73.91% 13.04% 8.22% 86.30% 5.48% 3.64% 94.55% 1.82% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 745 AM TOTAL PEAK HR VOL : 3 5 5 0 6 1 2 18 1 2 38 1 82 PEAK HR FACTOR : 0.650 0.583 0.750 0.683 0.759 CONTROL : Signalized HEAVY TRUCKS NS/EW Streets: Gower St Gower St Sunset Blvd Sunset Blvd AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Project ID: CA12_5476_010 City: City of Hollywood Intersection Turning Movement Prepared by: National Data & Surveying Services Day: WEDNESDAY Date: 11/28/2012 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 3 0 1 3 0 3:00 PM 0 3 1 1 1 0 1 4 0 0 6 0 17 3:15 PM 0 0 0 0 1 0 0 3 0 0 2 1 7 3:30 PM 0 1 2 0 0 0 0 5 0 1 2 1 12 3:45 PM 0 0 0 1 1 0 0 4 0 1 1 0 8 4:00 PM 0 1 0 0 3 1 0 6 1 0 5 0 17 4:15 PM 0 1 0 0 2 0 0 5 0 0 2 0 10 4:30 PM 0 0 0 0 2 0 0 6 0 0 3 1 12 4:45 PM 0 2 0 0 0 0 0 9 0 0 4 0 15 5:00 PM 0 0 0 0 2 0 0 2 0 0 1 1 6 5:15 PM 0 2 0 0 1 0 0 3 1 0 1 0 8 5:30 PM 1 0 0 0 0 0 0 6 0 0 3 0 10 5:45 PM 1 0 0 1 1 0 0 4 0 0 3 1 11 NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOTAL VOLUMES : 2 10 3 3 14 1 1 57 2 2 33 5 133 APPROACH %'s : 13.33% 66.67% 20.00% 16.67% 77.78% 5.56% 1.67% 95.00% 3.33% 5.00% 82.50% 12.50% nb a nb d sb a sb d eb a eb d wb a nb d PEAK HR START TIME : 445 PM TOTAL PEAK HR VOL : 1 4 0 0 3 0 0 20 1 0 9 1 39 PEAK HR FACTOR : 0.625 0.375 0.583 0.625 0.650 CONTROL : Signalized HEAVY TRUCKS NS/EW Streets: Gower St Gower St Sunset Blvd Sunset Blvd PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: VAN NESS AVENUE AM PEAK HOUR E/W STREET: DATE: Thu SUNSET BOULEVARD December 12, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 24 415 4 1 193 9 13 2 16 82 35 6 800 7:15-7:30 14 354 8 2 190 2 10 0 19 68 36 5 708 N 7:30-7:45 27 379 6 3 205 13 13 2 40 73 32 2 795 VAN NESS AVENUE 7:45-8:00 23 448 8 2 258 8 18 8 52 82 65 5 977 8:00-8:15 20 444 10 2 268 17 21 8 31 82 64 8 975 25 256 330 8:15-8:30 22 436 11 2 262 19 18 6 19 85 65 5 950 8:30-8:45 16 415 9 4 237 18 16 2 27 81 62 7 894 8:45-9:00 20 410 17 0 197 9 12 1 10 97 65 12 850 9:00-9:15 16 410 12 1 234 11 16 6 9 86 77 9 887 9:15-9:30 19 461 9 1 252 12 20 4 9 80 81 17 965 9:30-9:45 13 346 10 3 208 4 10 7 15 76 50 10 752 10 38 9:45-10:00 12 356 8 3 259 11 12 7 23 76 49 10 826 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 1025 TOTALS L T R L T R L T R L T R TOTAL 1743 7:00-8:00 88 1,596 26 8 846 32 54 12 127 305 168 18 3,280 7:45-8:45 7:15-8:15 84 1,625 32 9 921 40 62 18 142 305 197 20 3,455 7:30-8:30 92 1,707 35 9 993 57 70 24 142 322 226 20 3,697 62 81 7:45-8:45 81 1,743 38 10 1,025 62 73 24 129 330 256 25 3,796 * 8:00-9:00 78 1,705 47 8 964 63 67 17 87 345 256 32 3,669 8:15-9:15 74 1,671 49 7 930 57 62 15 65 349 269 33 3,581 8:30-9:30 71 1,696 47 6 920 50 64 13 55 344 285 45 3,596 8:45-9:45 68 1,627 48 5 891 36 58 18 43 339 273 48 3,454 9:00-10:00 60 1,573 39 8 953 38 58 24 56 318 257 46 3,430 73 24 129 SUNSET BOULEVARD PERIOD: PM PEAK HOUR DATE: Thu December 12, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 20 315 12 7 420 7 21 10 43 72 30 16 973 3:15-3:30 17 336 14 5 444 12 21 9 39 71 30 12 1,010 VAN NESS AVENUE 3:30-3:45 15 309 9 0 413 10 18 4 41 44 34 6 903 3:45-4:00 15 339 4 4 439 14 25 7 34 74 34 4 993 34 196 333 4:00-4:15 15 333 8 4 496 20 28 8 42 69 38 4 1,065 4:15-4:30 19 290 13 2 377 12 19 11 41 65 38 10 897 4:30-4:45 18 321 8 4 401 11 30 17 32 85 55 5 987 4:45-5:00 11 315 11 2 473 7 30 10 36 66 51 8 1,020 5:00-5:15 14 338 13 3 463 12 33 9 40 77 45 10 1,057 5:15-5:30 13 355 16 2 452 15 30 8 43 87 41 10 1,072 11 60 5:30-5:45 9 302 16 2 458 6 27 6 28 70 56 6 986 5:45-6:00 13 330 15 4 452 11 21 13 31 99 54 8 1,051 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 1825 TOTALS L T R L T R L T R L T R TOTAL 1325 3:00-4:00 67 1,299 39 16 1,716 43 85 30 157 261 128 38 3,879 5:00-6:00 3:15-4:15 62 1,317 35 13 1,792 56 92 28 156 258 136 26 3,971 3:30-4:30 64 1,271 34 10 1,725 56 90 30 158 252 144 24 3,858 44 49 3:45-4:45 67 1,283 33 14 1,713 57 102 43 149 293 165 23 3,942 4:00-5:00 63 1,259 40 12 1,747 50 107 46 151 285 182 27 3,969 4:15-5:15 62 1,264 45 11 1,714 42 112 47 149 293 189 33 3,961 4:30-5:30 56 1,329 48 11 1,789 45 123 44 151 315 192 33 4,136 4:45-5:45 47 1,310 56 9 1,846 40 120 33 147 300 193 34 4,135 5:00-6:00 49 1,325 60 11 1,825 44 111 36 142 333 196 34 4,166 * 111 36 142 SUNSET BOULEVARD
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: VINE STREET AM PEAK HOUR E/W STREET: DATE: Tue DE LONGPRE AVENUE December 10, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 1 0 0 1 0 0 10 87 6 3 222 7 337 7:15-7:30 3 3 2 3 1 5 11 104 2 2 244 6 386 N 7:30-7:45 3 5 4 4 2 7 15 131 1 2 303 7 484 VINE STREET 7:45-8:00 6 7 7 5 2 3 11 135 2 3 362 10 553 8:00-8:15 6 7 4 8 5 7 14 179 2 3 351 13 599 64 1,162 13 8:15-8:30 4 6 2 9 5 5 12 200 1 2 342 19 607 8:30-8:45 5 4 2 6 6 6 18 184 3 3 311 21 569 8:45-9:00 6 2 4 6 6 7 21 171 4 2 267 21 517 9:00-9:15 3 3 5 7 4 8 22 210 4 3 306 17 592 9:15-9:30 4 5 8 10 1 6 23 216 5 5 299 13 595 9:30-9:45 0 8 5 10 6 9 21 234 1 3 311 16 624 35 21 9:45-10:00 6 7 3 8 9 11 14 202 4 2 246 18 530 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 20 TOTALS L T R L T R L T R L T R TOTAL 23 7:00-8:00 13 15 13 13 5 15 47 457 11 10 1,131 30 1,760 9:00-10:00 7:15-8:15 18 22 17 20 10 22 51 549 7 10 1,260 36 2,022 7:30-8:30 19 25 17 26 14 22 52 645 6 10 1,358 49 2,243 34 13 7:45-8:45 21 24 15 28 18 21 55 698 8 11 1,366 63 2,328 8:00-9:00 21 19 12 29 22 25 65 734 10 10 1,271 74 2,292 8:15-9:15 18 15 13 28 21 26 73 765 12 10 1,226 78 2,285 8:30-9:30 18 14 19 29 17 27 84 781 16 13 1,183 72 2,273 8:45-9:45 13 18 22 33 17 30 87 831 14 13 1,183 67 2,328 9:00-10:00 13 23 21 35 20 34 80 862 14 13 1,162 64 2,341 * 80 862 14 DE LONGPRE AVENUE PERIOD: PM PEAK HOUR DATE: Tue December 10, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 3 6 9 16 16 10 17 257 4 4 193 8 543 3:15-3:30 3 11 5 9 10 7 13 287 9 3 217 13 587 VINE STREET 3:30-3:45 7 8 5 13 18 11 9 277 5 6 194 9 562 3:45-4:00 10 6 4 17 23 15 10 285 7 9 221 5 612 61 948 36 4:00-4:15 11 7 6 22 24 17 13 298 5 6 234 7 650 4:15-4:30 11 8 9 30 24 19 12 292 6 3 258 11 683 4:30-4:45 6 6 7 24 20 14 17 316 4 7 250 11 682 4:45-5:00 7 9 6 18 19 16 24 319 2 4 229 10 663 5:00-5:15 4 10 5 25 21 19 22 357 3 10 247 16 739 5:15-5:30 3 9 6 31 24 22 23 340 6 14 228 16 722 98 29 5:30-5:45 10 10 9 22 20 26 13 339 4 6 251 17 727 5:45-6:00 4 7 9 20 17 19 14 345 2 6 222 12 677 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 82 TOTALS L T R L T R L T R L T R TOTAL 36 3:00-4:00 23 31 23 55 67 43 49 1,106 25 22 825 35 2,304 5:00-6:00 3:15-4:15 31 32 20 61 75 50 45 1,147 26 24 866 34 2,411 3:30-4:30 39 29 24 82 89 62 44 1,152 23 24 907 32 2,507 86 21 3:45-4:45 38 27 26 93 91 65 52 1,191 22 25 963 34 2,627 4:00-5:00 35 30 28 94 87 66 66 1,225 17 20 971 39 2,678 4:15-5:15 28 33 27 97 84 68 75 1,284 15 24 984 48 2,767 4:30-5:30 20 34 24 98 84 71 86 1,332 15 35 954 53 2,806 4:45-5:45 24 38 26 96 84 83 82 1,355 15 34 955 59 2,851 5:00-6:00 21 36 29 98 82 86 72 1,381 15 36 948 61 2,865 * 72 1,381 15 DE LONGPRE AVENUE
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: VINE STREET AM PEAK HOUR E/W STREET: DATE: Tue FOUNTAIN AVENUE November 19, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 5 32 3 10 12 0 6 114 0 2 156 1 341 7:15-7:30 14 45 3 4 40 4 2 86 9 4 312 5 528 N 7:30-7:45 14 77 4 10 42 4 1 131 12 6 316 17 634 VINE STREET 7:45-8:00 15 104 3 15 46 3 0 171 12 7 324 24 724 8:00-8:15 21 90 5 14 49 5 5 180 14 6 318 19 726 70 1,324 27 8:15-8:30 32 79 4 13 57 6 8 196 13 5 314 15 742 8:30-8:45 27 94 5 16 56 5 12 205 14 8 316 12 770 8:45-9:00 24 119 10 15 60 6 14 223 15 13 317 10 826 9:00-9:15 21 124 5 15 54 8 12 256 20 9 332 12 868 9:15-9:30 18 135 8 12 47 12 6 291 25 3 343 14 914 9:30-9:45 29 130 12 14 51 13 11 253 23 7 336 20 899 57 44 9:45-10:00 43 127 19 16 56 12 16 195 21 8 313 24 850 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 208 TOTALS L T R L T R L T R L T R TOTAL 516 7:00-8:00 48 258 13 39 140 11 9 502 33 19 1,108 47 2,227 9:00-10:00 7:15-8:15 64 316 15 43 177 16 8 568 47 23 1,270 65 2,612 7:30-8:30 82 350 16 52 194 18 14 678 51 24 1,272 75 2,826 45 111 7:45-8:45 95 367 17 58 208 19 25 752 53 26 1,272 70 2,962 8:00-9:00 104 382 24 58 222 22 39 804 56 32 1,265 56 3,064 8:15-9:15 104 416 24 59 227 25 46 880 62 35 1,279 49 3,206 8:30-9:30 90 472 28 58 217 31 44 975 74 33 1,308 48 3,378 8:45-9:45 92 508 35 56 212 39 43 1,023 83 32 1,328 56 3,507 9:00-10:00 111 516 44 57 208 45 45 995 89 27 1,324 70 3,531 * 45 995 89 FOUNTAIN AVENUE PERIOD: PM PEAK HOUR DATE: Tue November 19, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 18 94 7 18 105 12 22 263 11 3 168 27 748 3:15-3:30 10 73 12 22 135 19 16 216 12 12 181 10 718 VINE STREET 3:30-3:45 12 80 10 19 115 10 12 219 18 10 198 11 714 3:45-4:00 16 73 8 20 84 5 9 224 25 12 224 10 710 43 1,020 35 4:00-4:15 14 69 8 18 93 6 10 244 15 10 214 11 712 4:15-4:30 12 72 6 16 99 7 10 264 13 10 209 12 730 4:30-4:45 12 68 5 14 109 6 12 290 9 9 207 15 756 4:45-5:00 10 73 8 17 131 7 14 301 15 8 264 13 861 5:00-5:15 9 78 10 21 144 10 15 320 25 10 281 12 935 5:15-5:30 12 86 12 20 170 10 15 307 21 12 267 13 945 81 49 5:30-5:45 15 82 12 22 192 11 10 305 18 8 247 9 931 5:45-6:00 18 93 15 18 225 8 12 298 18 5 225 9 944 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 731 TOTALS L T R L T R L T R L T R TOTAL 339 3:00-4:00 56 320 37 79 439 46 59 922 66 37 771 58 2,890 5:00-6:00 3:15-4:15 52 295 38 79 427 40 47 903 70 44 817 42 2,854 3:30-4:30 54 294 32 73 391 28 41 951 71 42 845 44 2,866 39 54 3:45-4:45 54 282 27 68 385 24 41 1,022 62 41 854 48 2,908 4:00-5:00 48 282 27 65 432 26 46 1,099 52 37 894 51 3,059 4:15-5:15 43 291 29 68 483 30 51 1,175 62 37 961 52 3,282 4:30-5:30 43 305 35 72 554 33 56 1,218 70 39 1,019 53 3,497 4:45-5:45 46 319 42 80 637 38 54 1,233 79 38 1,059 47 3,672 5:00-6:00 54 339 49 81 731 39 52 1,230 82 35 1,020 43 3,755 * 52 1,230 82 FOUNTAIN AVENUE
VEHICLE TURNING MOVEMENT COUNT SUMMARY N/S STREET: PERIOD: EL CENTRO AVENUE AM PEAK HOUR E/W STREET: DATE: Wed FOUNTAIN AVENUE November 20, 2013 Crain & Associates 300 Corporate Pointe, Suite 470 Culver City, CA 90230 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND Tel: (310) 473-6508 TOTALS L T R L T R L T R L T R TOTAL 7:00-7:15 3 54 1 2 45 0 0 2 5 0 7 0 119 7:15-7:30 4 78 1 2 35 3 3 4 5 1 7 5 148 N 7:30-7:45 6 96 2 3 29 1 4 6 7 1 9 9 173 EL CENTRO AVENUE 7:45-8:00 5 110 2 5 47 0 2 8 4 1 16 10 210 8:00-8:15 7 124 1 4 74 1 1 8 2 1 21 13 257 44 98 6 8:15-8:30 8 120 4 5 49 2 4 12 2 0 22 8 236 8:30-8:45 3 119 6 2 53 2 5 14 1 0 25 3 233 8:45-9:00 7 129 5 3 68 2 2 10 3 1 27 3 260 9:00-9:15 12 136 6 4 76 4 0 6 4 3 27 12 290 9:15-9:30 8 122 6 2 68 5 3 6 4 2 24 14 264 9:30-9:45 6 111 9 0 62 5 6 4 6 0 20 15 244 9 26 9:45-10:00 6 111 7 3 65 4 4 5 4 3 23 13 248 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND AM PEAK HOUR: 274 TOTALS L T R L T R L T R L T R TOTAL 498 7:00-8:00 18 338 6 12 156 4 9 20 21 3 39 24 650 8:45-9:45 7:15-8:15 22 408 6 14 185 5 10 26 18 4 53 37 788 7:30-8:30 26 450 9 17 199 4 11 34 15 3 68 40 876 16 33 7:45-8:45 23 473 13 16 223 5 12 42 9 2 84 34 936 8:00-9:00 25 492 16 14 244 7 12 44 8 2 95 27 986 8:15-9:15 30 504 21 14 246 10 11 42 10 4 101 26 1,019 8:30-9:30 30 506 23 11 265 13 10 36 12 6 103 32 1,047 8:45-9:45 33 498 26 9 274 16 11 26 17 6 98 44 1,058 * 9:00-10:00 32 480 28 9 271 18 13 21 18 8 94 54 1,046 11 26 17 FOUNTAIN AVENUE PERIOD: PM PEAK HOUR DATE: Wed November 20, 2013 15-MINUTE WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND TOTALS L T R L T R L T R L T R TOTAL 3:00-3:15 0 90 5 7 83 6 3 10 7 0 16 15 242 3:15-3:30 2 84 5 8 107 5 3 10 5 2 17 16 264 EL CENTRO AVENUE 3:30-3:45 3 82 5 10 118 6 0 12 5 3 18 14 276 3:45-4:00 2 80 6 10 114 4 2 14 4 5 16 12 269 32 84 13 4:00-4:15 6 75 8 9 111 4 3 10 3 5 12 9 255 4:15-4:30 6 83 6 10 116 8 5 12 6 4 18 10 284 4:30-4:45 4 86 5 8 110 10 5 10 10 3 16 7 274 4:45-5:00 3 90 3 9 112 11 7 15 15 3 22 7 297 5:00-5:15 4 93 4 10 121 9 10 14 12 4 20 8 309 5:15-5:30 5 88 3 10 125 7 8 19 16 4 22 8 315 43 19 5:30-5:45 3 94 6 12 135 3 11 30 14 3 21 9 341 5:45-6:00 2 81 6 11 130 3 8 18 12 2 21 7 301 1-HOUR WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND PM PEAK HOUR: 511 TOTALS L T R L T R L T R L T R TOTAL 356 3:00-4:00 7 336 21 35 422 21 8 46 21 10 67 57 1,051 5:00-6:00 3:15-4:15 13 321 24 37 450 19 8 46 17 15 63 51 1,064 3:30-4:30 17 320 25 39 459 22 10 48 18 17 64 45 1,084 22 14 3:45-4:45 18 324 25 37 451 26 15 46 23 17 62 38 1,082 4:00-5:00 19 334 22 36 449 33 20 47 34 15 68 33 1,110 4:15-5:15 17 352 18 37 459 38 27 51 43 14 76 32 1,164 4:30-5:30 16 357 15 37 468 37 30 58 53 14 80 30 1,195 4:45-5:45 15 365 16 41 493 30 36 78 57 14 85 32 1,262 5:00-6:00 14 356 19 43 511 22 37 81 54 13 84 32 1,266 * 37 81 54 FOUNTAIN AVENUE
APPENDIX C STUDY INTERSECTIONS GEOMETRICS AND SIGNAL PHASING
APPENDIX D PROJECT TRIP GENERATION RATES
LU Use/Description Appendix D Project Trip Generation Rates Equations (if available), Rates (otherwise) 220 Apartment Daily: T = ( 6.06 * D) + 123.56 AM Peak Hour: T = ( 0.49 * D) + 3.73 Inbound 20% Outbound 80% PM Peak Hour: T = ( 0.55 * D) + 17.65 Inbound 65% Outbound 35% 710 Office Daily: LN (T) = 0.76 * LN (X) + 3.68 AM Peak Hour: LN (T) = 0.80 * LN (X) + 1.57 Inbound 88% Outbound 12% PM Peak Hour: T = ( 1.12 * X) + 78.45 Inbound 17% Outbound 83% 820 Shopping Center (Retail) Daily: LN (T) = 0.65 * LN (X) + 5.83 AM Peak Hour: LN (T) = 0.61 * LN (X) + 2.24 Inbound 62% Outbound 38% PM Peak Hour: LN (T) = 0.67 * LN (X) + 3.31 Inbound 48% Outbound 52% 932 High-Turnover Restaurant Daily: T = 127.15 * (X) AM Peak Hour: T = 10.81 * (X) Inbound 55% Outbound 45% PM Peak Hour: T = 9.85 * (X) Inbound 60% Outbound 40% * Production Studios (Stages) Daily: T = 5.91 * (X) AM Peak Hour: T = 0.20 * (X) Inbound 63% Outbound 37% PM Peak Hour: T = 0.43 * (X) Inbound 40% Outbound 60% D-1
LU Use/Description Equations (if available), Rates (otherwise) * Support Daily: T = 4.14 * (X) AM Peak Hour: T = 0.61 * (X) Inbound 65% Outbound 35% PM Peak Hour: T = 0.57 * (X) Inbound 45% Outbound 55% Notes: LU = Land-Use category code in the ITE Trip Generation Manual D = Dwelling unit T = Trip X = Area in KSF Source: ITE Trip Generation, 9th Edition, 2012, except * Assumed Universal Studios Stage and Support uses trip generation empirical rates. D-2
APPENDIX E RELATED PROJECTS TRIP GENERATION RATES
Appendix E Project Trip Generation Rates & Equations Apartment (per du) LU 220 Daily: T = 6.65 (DU) AM Peak Hour: T = 0.51 (DU); I/B = 20%, O/B = 80% PM Peak Hour: T = 0.62 (DU); I/B = 65%, O/B = 35% Residential Condominium (per du) LU 230 Daily: T = 5.81 (DU) AM Peak Hour: T = 0.44 (DU); I/B = 17%, O/B = 83% PM Peak Hour: T = 0.52 (DU); I/B = 67%, O/B = 33% Hotel (per room) LU 310 Daily: T = 8.17 (R) AM Peak Hour: T = 0.53 (R); I/B = 59%, O/B = 41% PM Peak Hour: T = 0.60 (R); I/B = 51%, O/B = 49% County Park (per acre) LU 412 Daily: T = 2.28 (Ac) AM Peak Hour: T = 0.02 (Ac); I/B = 61%, O/B = 39% PM Peak Hour: T = 0.09 (Ac); I/B = 61%, O/B = 39% Private School (per student) LU 536 Daily: T = 2.48 (S) AM Peak Hour: T = 0.81 (S); I/B = 61%, O/B = 39% PM Peak Hour: T = 0.17 (S); I/B = 43%, O/B = 57% Museum (per 1,000 sq. ft.) LU 580 Daily: T = n/a AM Peak Hour: T = 0.28 (A); IB = 86%, O/B = 14% PM Peak Hour: T = 0.18 (A); I/B = 16%, O/B = 84% General Office Building (per 1,000 sf) LU 710 Daily: Ln(T) = 0.76 Ln(A) + 3.68 AM Peak Hour: Ln(T) = 0.80 Ln(A) + 1.57; I/B = 88%, O/B = 12% PM Peak Hour: T = 1.12 (A) + 78.45; I/B = 17%, O/B = 83% Variety Store (per 1,000 sq. ft.) LU 814 Daily: T = 64.03 (A) AM Peak Hour: [1] T = 3.81 (A); IB = 62%, O/B = 38% PM Peak Hour: [1] T = 6.82 (A); I/B = 48%, O/B = 52% E-1
Shopping Center (per 1,000 sq. ft.) LU 820 Daily: Ln(T) = 0.65 Ln(A) + 5.83 AM Peak Hour: Ln(T) = 0.61 Ln(A) + 2.24; IB = 62%, O/B = 38% PM Peak Hour: Ln(T) = 0.67 Ln(A) + 3.31; I/B = 48%, O/B = 52% Drinking Place (per 1,000 sq. ft.) LU 925 Daily: [2] T = 89.95 (A) AM Peak Hour: T = 2.78 (A); I/B = 75%, O/B = 25% PM Peak Hour: T = 11.34 (A); I/B = 66%, O/B = 34% High-Turnover (Sit-Down) Restaurant (per 1,000 sq. ft.) LU 932 Daily: T = 127.15 (A) AM Peak Hour: T = 10.81 (A); I/B = 55%, O/B = 45% PM Peak Hour: T = 9.85 (A); I/B = 60%, O/B = 40% Gasoline/Service Station (per Fueling Position) LU 944 Daily: T = 168.56 (F) AM Peak Hour: T = 12.16 (F); I/B = 51%, O/B = 49% PM Peak Hour: T = 13.87 (F); I/B = 50%, O/B = 50% Where: T = trip ends A = building size in 1,000's of square feet I/B = inbound percentages Ac = acres O/B = outbound percentages DU = dwelling units LU = ITE land use code R = rooms F = fueling position S = students Source: Trip Generation, 9th Edition, Institute of Transportation Engineers, 2012. Note: [1] Am and PM inbound/outbound percentages not available; Assumed LU820 Shopping Center split. [2] Daily peak hour rate not available; Assumed Land Use 931 daily and AM peak hour rates. E-2
APPENDIX F CRITICAL MOVEMENT ANALYSIS (CMA) WORKSHEETS
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: VINE ST. Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 1 East-West Street: FRANKLIN AVE./US-101 FWY. SB OFF Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 3 3 3 3 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- SB-- EB-- 1 WB-- 3 EB-- 1 WB-- 3 EB-- 1 WB-- 3 EB-- 1 WB-- 3 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through 134 1 134 1 135 135 25 163 1 163 1 164 1 164 164 0 Right 262 0 262 0 262 262 4 274 0 274 0 274 0 274 274 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 369 2 203 0 369 203 57 437 2 240 0 437 2 240 437 0 Through 42 1 42 0 42 42 26 69 1 69 0 69 1 69 69 0 Through-Right 0 0 0 Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through 216 1 216 0 216 216 77 300 1 300 0 300 1 300 300 0 Through-Right 0 0 0 Right 1543 1 1543 5 1548 1548 172 1762 1 1762 5 1767 1 1767 1767 0 WESTBOUND Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through-Right 0 0 0 Right 781 2 227 0 781 227 66 871 2 239 0 871 2 239 871 0 North-South: 465 North-South: 465 North-South: 514 North-South: 514 North-South: 0 CRITICAL VOLUMES East-West: 1543 East-West: 1548 East-West: 1762 East-West: 1767 East-West: 0 SUM: 2008 SUM: 2013 SUM: 2276 SUM: 2281 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 1.409 1.413 1.597 1.601 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 1.309 1.313 1.497 1.501 0.000 LEVEL OF SERVICE (LOS): F F F F A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.004 v/c after mitigation: -1.497 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 1 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: VINE ST. Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 1 East-West Street: FRANKLIN AVE./US-101 FWY. SB OFF Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 3 3 3 3 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- 0 SB-- 2 NB-- SB-- EB-- 1 WB-- 3 EB-- 1 WB-- 3 EB-- 1 WB-- 3 EB-- 1 WB-- 3 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through 528 1 437 0 528 437 36 580 1 474 0 580 1 474 580 0 Right 345 0 345 0 345 345 13 368 0 368 0 368 0 368 368 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 434 2 239 0 434 239 87 534 2 294 0 534 2 294 534 0 Through 48 1 48 1 49 49 39 88 1 88 1 89 1 89 89 0 Through-Right 0 0 0 Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through 376 1 376 0 376 376 82 469 1 469 0 469 1 469 469 0 Through-Right 0 0 0 Right 1061 1 1061 5 1066 1066 196 1289 1 1289 5 1294 1 1294 1294 0 WESTBOUND Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Through-Right 0 0 0 Right 499 2 35 0 499 35 85 599 2 35 0 599 2 35 599 0 North-South: 676 North-South: 676 North-South: 768 North-South: 768 North-South: 0 CRITICAL VOLUMES East-West: 1061 East-West: 1066 East-West: 1289 East-West: 1294 East-West: 0 SUM: 1737 SUM: 1742 SUM: 2057 SUM: 2062 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 1.219 1.222 1.444 1.447 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 1.119 1.122 1.344 1.347 0.000 LEVEL OF SERVICE (LOS): F F F F A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.003 v/c after mitigation: -1.344 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 2 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: ARGYLE AVE. Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 2 East-West Street: FRANKLIN AVE./US-101 FWY. NB ON-R Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 4 4 4 4 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 3 SB-- 0 NB-- 3 SB-- 0 NB-- 3 SB-- 0 NB-- 3 SB-- 0 NB-- SB-- EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 130 1 81 6 136 84 225 359 1 240 6 365 1 243 365 0 Left-Through 1 1 1 Through 31 0 81 0 31 84 88 120 0 240 0 120 0 243 120 0 Through-Right 0 0 0 Right 49 1 0 0 49 0 32 82 1 0 0 82 1 0 82 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 13 1 13 0 13 13 1 14 1 14 0 14 1 14 14 0 Through 106 1 101 0 106 101 18 127 1 113 0 127 1 113 127 0 Right 95 0 95 0 95 95 0 98 0 98 0 98 0 98 98 0 Left 214 1 214 0 214 214 1 221 1 221 0 221 1 221 221 0 Through 510 2 255 0 510 255 48 573 2 287 0 573 2 287 573 0 Through-Right 0 0 0 Right 92 1 11 0 92 8 98 193 1 0 0 193 1 0 193 0 WESTBOUND Left 203 1 203 0 203 203 51 260 1 260 0 260 1 260 260 0 Through 813 1 733 0 813 733 50 888 1 791 0 888 1 791 888 0 Right 652 0 652 0 652 652 22 694 0 694 0 694 0 694 694 0 North-South: 182 North-South: 185 North-South: 353 North-South: 356 North-South: 0 CRITICAL VOLUMES East-West: 947 East-West: 947 East-West: 1012 East-West: 1012 East-West: 0 SUM: 1129 SUM: 1132 SUM: 1365 SUM: 1368 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.821 0.823 0.993 0.995 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.721 0.723 0.893 0.895 0.000 LEVEL OF SERVICE (LOS): C C D D A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.002 v/c after mitigation: -0.893 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 3 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: ARGYLE AVE. Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 2 East-West Street: FRANKLIN AVE./US-101 FWY. NB ON-R Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 4 4 4 4 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 3 SB-- 0 NB-- 3 SB-- 0 NB-- 3 SB-- 0 NB-- 3 SB-- 0 NB-- SB-- EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- 3 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 541 1 294 4 545 296 346 903 1 524 4 907 1 526 907 0 Left-Through 1 1 1 Through 47 0 294 0 47 296 96 144 0 524 0 144 0 526 144 0 Through-Right 0 0 0 Right 121 1 8 0 121 8 35 160 1 0 0 160 1 0 160 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 61 1 61 0 61 61 0 63 1 63 0 63 1 63 63 0 Through 85 1 72 0 85 72 20 108 1 84 0 108 1 84 108 0 Right 58 0 58 0 58 58 0 60 0 60 0 60 0 60 60 0 Left 209 1 209 0 209 209 0 215 1 215 0 215 1 215 215 0 Through 838 2 419 0 838 419 68 931 2 466 0 931 2 466 931 0 Through-Right 0 0 0 Right 58 1 0 0 58 0 120 180 1 0 0 180 1 0 180 0 WESTBOUND Left 113 1 113 0 113 113 84 200 1 200 0 200 1 200 200 0 Through 551 1 523 0 551 523 67 635 1 587 0 635 1 587 635 0 Right 494 0 494 0 494 494 29 538 0 538 0 538 0 538 538 0 North-South: 366 North-South: 368 North-South: 608 North-South: 610 North-South: 0 CRITICAL VOLUMES East-West: 732 East-West: 732 East-West: 802 East-West: 802 East-West: 0 SUM: 1098 SUM: 1100 SUM: 1410 SUM: 1412 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.799 0.800 1.025 1.027 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.699 0.700 0.925 0.927 0.000 LEVEL OF SERVICE (LOS): B C E E A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.002 v/c after mitigation: -0.925 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 4 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SELMA AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 3 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 51 1 51 2 53 53 31 84 1 84 2 86 1 86 86 0 Through 626 2 313 7 633 317 115 760 2 380 7 767 2 384 767 0 Through-Right 0 0 0 Right 93 1 54 0 93 54 74 170 1 102 0 170 1 102 170 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 32 1 32 0 32 32 6 39 1 39 0 39 1 39 39 0 Through 1238 2 619 8 1246 623 129 1405 2 703 8 1413 2 707 1413 0 Through-Right 0 0 0 Right 61 1 48 0 61 48 73 136 1 118 0 136 1 118 136 0 Left 26 1 26 0 26 26 9 36 1 36 0 36 1 36 36 0 Through 57 0 123 1 58 124 138 197 0 272 1 198 0 273 198 0 Right 66 0 0 0 66 0 7 75 0 0 0 75 0 0 75 0 WESTBOUND Left 79 1 79 0 79 79 56 137 1 137 0 137 1 137 137 0 Through 95 0 235 1 96 236 141 239 0 387 1 240 0 388 240 0 Right 140 0 0 0 140 0 4 148 0 0 0 148 0 0 148 0 North-South: 670 North-South: 676 North-South: 787 North-South: 793 North-South: 0 CRITICAL VOLUMES East-West: 261 East-West: 262 East-West: 423 East-West: 424 East-West: 0 SUM: 931 SUM: 938 SUM: 1210 SUM: 1217 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.621 0.625 0.807 0.811 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.521 0.525 0.707 0.711 0.000 LEVEL OF SERVICE (LOS): A A C C A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.004 v/c after mitigation: -0.707 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 5 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SELMA AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 3 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 51 1 51 1 52 52 20 73 1 73 1 74 1 74 74 0 Through 1105 2 553 4 1109 555 195 1333 2 667 4 1337 2 669 1337 0 Through-Right 0 0 0 Right 105 1 82 0 105 82 93 201 1 146 0 201 1 146 201 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 65 1 65 0 65 65 21 88 1 88 0 88 1 88 88 0 Through 810 2 405 8 818 409 199 1034 2 517 8 1042 2 521 1042 0 Through-Right 0 0 0 Right 66 1 28 0 66 28 23 91 1 30 0 91 1 30 91 0 Left 77 1 77 0 77 77 43 122 1 122 0 122 1 122 122 0 Through 193 0 274 0 193 276 181 380 0 503 0 380 0 505 380 0 Right 81 0 0 2 83 0 40 123 0 0 2 125 0 0 125 0 WESTBOUND Left 46 1 46 0 46 46 64 111 1 111 0 111 1 111 111 0 Through 94 0 162 1 95 163 158 255 0 333 1 256 0 334 256 0 Right 68 0 0 0 68 0 8 78 0 0 0 78 0 0 78 0 North-South: 618 North-South: 620 North-South: 755 North-South: 757 North-South: 0 CRITICAL VOLUMES East-West: 320 East-West: 322 East-West: 614 East-West: 616 East-West: 0 SUM: 938 SUM: 942 SUM: 1369 SUM: 1373 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.625 0.628 0.913 0.915 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.525 0.528 0.813 0.815 0.000 LEVEL OF SERVICE (LOS): A A D D A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.002 v/c after mitigation: -0.813 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 6 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SELMA AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 4 East-West Street: ARGYLE AVENUE Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 18 1 18 1 19 19 27 46 1 46 1 47 1 47 47 0 Through 79 0 93 3 82 96 117 198 0 236 3 201 0 239 201 0 Right 14 0 0 0 14 0 24 38 0 0 0 38 0 0 38 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 29 1 29 0 29 29 54 84 1 84 0 84 1 84 84 0 Through 242 0 346 2 244 348 98 347 0 483 2 349 0 485 349 0 Right 104 0 0 0 104 0 29 136 0 0 0 136 0 0 136 0 Left 78 1 78 0 78 78 55 135 1 135 0 135 1 135 135 0 Through 73 0 146 0 73 147 133 208 0 296 0 208 0 297 208 0 Right 73 0 0 1 74 0 13 88 0 0 1 89 0 0 89 0 WESTBOUND Left 45 0 45 1 46 46 41 87 0 87 1 88 0 88 88 0 Through 91 0 155 0 91 156 144 238 0 468 0 238 0 469 238 0 Through-Right 0 0 0 Right 19 0 0 0 19 0 123 143 0 0 0 143 0 0 143 0 Left- North-South: 364 North-South: 367 North-South: 529 North-South: 532 North-South: 0 CRITICAL VOLUMES East-West: 233 East-West: 234 East-West: 603 East-West: 604 East-West: 0 SUM: 597 SUM: 601 SUM: 1132 SUM: 1136 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.398 0.401 0.755 0.757 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.298 0.301 0.655 0.657 0.000 LEVEL OF SERVICE (LOS): A A B B A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.002 v/c after mitigation: -0.655 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 7 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SELMA AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 4 East-West Street: ARGYLE AVENUE Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 34 1 34 1 35 35 15 50 1 50 1 51 1 51 51 0 Through 244 0 254 3 247 257 123 374 0 427 3 377 0 430 377 0 Right 10 0 0 0 10 0 43 53 0 0 0 53 0 0 53 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 26 1 26 0 26 26 71 98 1 98 0 98 1 98 98 0 Through 123 0 225 1 124 226 156 283 0 440 1 284 0 441 284 0 Right 102 0 0 0 102 0 52 157 0 0 0 157 0 0 157 0 Left 133 1 133 0 133 133 102 239 1 239 0 239 1 239 239 0 Through 137 0 217 0 137 217 164 305 0 417 0 305 0 417 305 0 Right 80 0 0 0 80 0 30 112 0 0 0 112 0 0 112 0 WESTBOUND Left 8 0 8 0 8 8 28 36 0 36 0 36 0 36 36 0 Through 111 0 207 0 111 207 162 276 0 535 0 276 0 535 276 0 Through-Right 0 0 0 Right 88 0 0 0 88 0 132 223 0 0 0 223 0 0 223 0 Left- North-South: 280 North-South: 283 North-South: 525 North-South: 528 North-South: 0 CRITICAL VOLUMES East-West: 340 East-West: 340 East-West: 774 East-West: 774 East-West: 0 SUM: 620 SUM: 623 SUM: 1299 SUM: 1302 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.413 0.415 0.866 0.868 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.313 0.315 0.766 0.768 0.000 LEVEL OF SERVICE (LOS): A A C C A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.002 v/c after mitigation: -0.766 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 8 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 5 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 4 4 4 4 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 92 1 92 7 99 99 14 109 1 109 7 116 1 116 116 0 Through 636 2 318 8 644 322 178 833 2 417 8 841 2 421 841 0 Through-Right 0 0 0 Right 99 1 15 9 108 22 67 169 1 46 9 178 1 52 178 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 34 1 34 6 40 40 37 72 1 72 6 78 1 78 78 0 Through 1281 1 677 2 1283 678 165 1485 1 792 2 1487 1 793 1487 0 Right 72 0 72 0 72 72 24 98 0 98 0 98 0 98 98 0 Left 36 1 36 0 36 36 15 52 1 52 0 52 1 52 52 0 Through 899 2 325 5 904 328 389 1315 2 472 5 1320 2 475 1320 0 Right 77 0 77 2 79 79 23 102 0 102 2 104 0 104 104 0 WESTBOUND Left 168 1 168 5 173 173 74 247 1 247 5 252 1 252 252 0 Through 1637 2 572 3 1640 573 312 1999 2 707 3 2002 2 709 2002 0 Right 79 0 79 1 80 80 42 123 0 123 1 124 0 124 124 0 North-South: 769 North-South: 777 North-South: 901 North-South: 909 North-South: 0 CRITICAL VOLUMES East-West: 608 East-West: 609 East-West: 759 East-West: 761 East-West: 0 SUM: 1377 SUM: 1386 SUM: 1660 SUM: 1670 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 1.001 1.008 1.207 1.215 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.901 0.908 1.107 1.115 0.000 LEVEL OF SERVICE (LOS): E E F F A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.008 v/c after mitigation: -1.107 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 9 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 5 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 4 4 4 4 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 106 1 106 4 110 110 24 133 1 133 4 137 1 137 137 0 Through 1141 2 571 4 1145 573 261 1437 2 719 4 1441 2 721 1441 0 Through-Right 0 0 0 Right 177 1 102 3 180 103 92 274 1 150 3 277 1 151 277 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 48 1 48 2 50 50 77 126 1 126 2 128 1 128 128 0 Through 838 1 469 8 846 473 237 1100 1 614 8 1108 1 618 1108 0 Right 100 0 100 0 100 100 24 127 0 127 0 127 0 127 127 0 Left 91 1 91 0 91 91 27 121 1 121 0 121 1 121 121 0 Through 1361 2 490 2 1363 493 392 1794 2 639 2 1796 2 642 1796 0 Right 109 0 109 7 116 116 10 122 0 122 7 129 0 129 129 0 WESTBOUND Left 150 1 150 4 154 154 94 249 1 249 4 253 1 253 253 0 Through 1116 2 403 2 1118 404 479 1629 2 602 2 1631 2 603 1631 0 Right 93 0 93 1 94 94 81 177 0 177 1 178 0 178 178 0 North-South: 619 North-South: 623 North-South: 845 North-South: 849 North-South: 0 CRITICAL VOLUMES East-West: 640 East-West: 647 East-West: 888 East-West: 895 East-West: 0 SUM: 1259 SUM: 1270 SUM: 1733 SUM: 1744 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.916 0.924 1.260 1.268 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.816 0.824 1.160 1.168 0.000 LEVEL OF SERVICE (LOS): D D F F A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.008 v/c after mitigation: -1.160 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 10 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 6 East-West Street: ARGYLE AVENUE Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 0 0 9 9 9 0 0 0 0 9 9 0 9 9 0 Through 0 0 0 5 5 22 0 0 0 0 5 5 0 22 5 0 Through-Right 0 0 0 Right 0 0 0 8 8 0 0 0 0 0 8 8 0 0 8 0 Left- NORTHBOUND SOUTHBOUND EASTBOUND Left 57 0 57 0 57 57 90 149 0 149 0 149 0 149 149 0 Left-Through 0 0 1 Through 0 0 165 5 5 170 0 0 0 353 5 5 0 154 5 0 Through-Right 0 0 0 Right 108 0 0 0 108 0 93 204 0 0 0 204 1 123 204 0 Left-Through-Right 1 1 0 Left 73 1 73 0 73 73 87 162 1 162 0 162 1 162 162 0 Through 932 2 311 0 932 318 421 1381 2 460 0 1381 2 468 1381 0 Right 0 0 0 23 23 23 0 0 0 0 23 23 0 23 23 0 WESTBOUND Left 0 0 0 15 15 15 0 0 0 0 15 15 0 15 15 0 Left-Through 1 1 1 Through 1634 1 573 0 1634 593 330 2014 1 739 0 2014 1 769 2014 0 Right 86 0 573 0 86 593 115 204 0 739 0 204 0 769 204 0 North-South: 165 North-South: 179 North-South: 353 North-South: 171 North-South: 0 CRITICAL VOLUMES East-West: 646 East-West: 666 East-West: 901 East-West: 931 East-West: 0 SUM: 811 SUM: 845 SUM: 1254 SUM: 1102 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.541 0.563 0.836 0.735 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.441 0.463 0.736 0.635 0.000 LEVEL OF SERVICE (LOS): A A C B A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: -0.101 v/c after mitigation: -0.736 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 11 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 6 East-West Street: ARGYLE AVENUE Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 0 0 14 14 14 0 0 0 0 14 14 0 14 14 0 Through 0 0 0 7 7 33 0 0 0 0 7 7 0 33 7 0 Through-Right 0 0 0 Right 0 0 0 12 12 0 0 0 0 0 12 12 0 0 12 0 Left- NORTHBOUND SOUTHBOUND EASTBOUND Left 133 0 133 0 133 133 128 265 0 265 0 265 0 265 265 0 Left-Through 0 0 1 Through 0 0 244 3 3 247 0 0 0 490 3 3 0 268 3 0 Through-Right 0 0 0 Right 111 0 0 0 111 0 111 225 0 0 0 225 1 120 225 0 Left-Through-Right 1 1 0 Left 102 1 102 0 102 102 106 211 1 211 0 211 1 211 211 0 Through 1509 2 503 0 1509 508 451 2006 2 669 0 2006 2 674 2006 0 Right 0 0 0 15 15 15 0 0 0 0 15 15 0 15 15 0 WESTBOUND Left 0 0 0 9 9 9 0 0 0 0 9 9 0 9 9 0 Left-Through 1 1 1 Through 1255 1 474 0 1255 492 542 1835 1 701 0 1835 1 719 1835 0 Right 168 0 474 0 168 492 94 267 0 701 0 267 0 719 267 0 North-South: 244 North-South: 261 North-South: 490 North-South: 298 North-South: 0 CRITICAL VOLUMES East-West: 576 East-West: 594 East-West: 912 East-West: 930 East-West: 0 SUM: 820 SUM: 855 SUM: 1402 SUM: 1228 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.547 0.570 0.935 0.819 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.447 0.470 0.835 0.719 0.000 LEVEL OF SERVICE (LOS): A A D C A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: -0.116 v/c after mitigation: -0.835 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 12 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 7 East-West Street: EL CENTRO AVENUE Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 31 0 31 4 35 35 5 37 0 37 4 41 0 41 41 0 Through 36 0 125 6 42 151 51 88 0 195 6 94 0 221 94 0 Through-Right 0 0 0 Right 58 0 0 16 74 0 10 70 0 0 16 86 0 0 86 0 Left- NORTHBOUND SOUTHBOUND EASTBOUND Left 12 0 12 0 12 12 43 55 0 55 0 55 0 55 55 0 Through 75 0 132 2 77 134 30 107 0 221 2 109 0 223 109 0 Through-Right 0 0 0 Right 45 0 0 0 45 0 13 59 0 0 0 59 0 0 59 0 Left- Left 22 1 22 0 22 22 40 63 1 63 0 63 1 63 63 0 Through 936 2 324 5 941 327 465 1429 2 492 5 1434 2 494 1434 0 Right 37 0 37 2 39 39 8 46 0 46 2 48 0 48 48 0 WESTBOUND Left 71 1 71 4 75 75 5 78 1 78 4 82 1 82 82 0 Through 1659 2 562 9 1668 565 426 2135 2 754 9 2144 2 757 2144 0 Right 26 0 26 0 26 26 100 127 0 127 0 127 0 127 127 0 North-South: 163 North-South: 169 North-South: 258 North-South: 276 North-South: 0 CRITICAL VOLUMES East-West: 584 East-West: 587 East-West: 817 East-West: 820 East-West: 0 SUM: 747 SUM: 756 SUM: 1075 SUM: 1096 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.498 0.504 0.717 0.731 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.398 0.404 0.617 0.631 0.000 LEVEL OF SERVICE (LOS): A A B B A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.014 v/c after mitigation: -0.617 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 13 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 7 East-West Street: EL CENTRO AVENUE Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 42 0 42 1 43 43 12 55 0 55 1 56 0 56 56 0 Through 171 0 315 3 174 327 39 215 0 379 3 218 0 391 218 0 Through-Right 0 0 0 Right 102 0 0 8 110 0 4 109 0 0 8 117 0 0 117 0 Left- NORTHBOUND SOUTHBOUND EASTBOUND Left 27 0 27 0 27 27 41 69 0 69 0 69 0 69 69 0 Through 55 0 101 6 61 107 35 92 0 190 6 98 0 196 98 0 Through-Right 0 0 0 Right 19 0 0 0 19 0 9 29 0 0 0 29 0 0 29 0 Left- Left 38 1 38 0 38 38 31 70 1 70 0 70 1 70 70 0 Through 1564 2 540 4 1568 542 538 2149 2 738 4 2153 2 740 2153 0 Right 56 0 56 2 58 58 8 66 0 66 2 68 0 68 68 0 WESTBOUND Left 48 1 48 15 63 63 10 59 1 59 15 74 1 74 74 0 Through 1371 2 472 3 1374 473 616 2029 2 726 3 2032 2 727 2032 0 Right 46 0 46 0 46 46 103 150 0 150 0 150 0 150 150 0 North-South: 342 North-South: 354 North-South: 448 North-South: 460 North-South: 0 CRITICAL VOLUMES East-West: 588 East-West: 605 East-West: 797 East-West: 814 East-West: 0 SUM: 930 SUM: 959 SUM: 1245 SUM: 1274 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.620 0.639 0.830 0.849 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.520 0.539 0.730 0.749 0.000 LEVEL OF SERVICE (LOS): A A C C A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.019 v/c after mitigation: -0.730 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 14 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 8 East-West Street: GOWER STREET Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 29 1 29 3 32 32 6 36 1 36 3 39 1 39 39 0 Through 249 0 310 0 249 310 54 311 0 459 0 311 0 459 311 0 Right 61 0 0 0 61 0 85 148 0 0 0 148 0 0 148 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 142 1 142 0 142 142 132 278 1 278 0 278 1 278 278 0 Through 588 0 652 0 588 655 60 666 0 750 0 666 0 753 666 0 Right 64 0 0 3 67 0 18 84 0 0 3 87 0 0 87 0 Left 20 1 20 4 24 24 1 22 1 22 4 26 1 26 26 0 Through 941 2 331 14 955 336 498 1468 2 513 14 1482 2 518 1482 0 Right 52 0 52 2 54 54 17 71 0 71 2 73 0 73 73 0 WESTBOUND Left 101 1 101 0 101 101 38 142 1 142 0 142 1 142 142 0 Through 1663 2 570 7 1670 572 501 2214 2 786 7 2221 2 788 2221 0 Right 47 0 47 0 47 47 95 143 0 143 0 143 0 143 143 0 North-South: 681 North-South: 687 North-South: 786 North-South: 792 North-South: 0 CRITICAL VOLUMES East-West: 590 East-West: 596 East-West: 808 East-West: 814 East-West: 0 SUM: 1271 SUM: 1283 SUM: 1594 SUM: 1606 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.847 0.855 1.063 1.071 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.747 0.755 0.963 0.971 0.000 LEVEL OF SERVICE (LOS): C C E E A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.008 v/c after mitigation: -0.963 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 15 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 8 East-West Street: GOWER STREET Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 52 1 52 1 53 53 17 71 1 71 1 72 1 72 72 0 Through 559 0 650 0 559 650 77 653 0 800 0 653 0 800 653 0 Right 91 0 0 0 91 0 53 147 0 0 0 147 0 0 147 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 79 1 79 0 79 79 148 229 1 229 0 229 1 229 229 0 Through 406 0 490 0 406 494 66 484 0 599 0 484 0 603 484 0 Right 84 0 0 4 88 0 28 115 0 0 4 119 0 0 119 0 Left 89 1 89 3 92 92 3 95 1 95 3 98 1 98 98 0 Through 1555 2 534 9 1564 538 554 2156 2 743 9 2165 2 747 2165 0 Right 48 0 48 2 50 50 25 74 0 74 2 76 0 76 76 0 WESTBOUND Left 61 1 61 0 61 61 89 152 1 152 0 152 1 152 152 0 Through 1341 2 488 13 1354 492 681 2063 2 755 13 2076 2 760 2076 0 Right 123 0 123 0 123 123 76 203 0 203 0 203 0 203 203 0 North-South: 729 North-South: 729 North-South: 1029 North-South: 1029 North-South: 0 CRITICAL VOLUMES East-West: 595 East-West: 599 East-West: 895 East-West: 899 East-West: 0 SUM: 1324 SUM: 1328 SUM: 1924 SUM: 1928 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.883 0.885 1.283 1.285 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.783 0.785 1.183 1.185 0.000 LEVEL OF SERVICE (LOS): C C F F A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.002 v/c after mitigation: -1.183 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 16 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 9 East-West Street: VAN NESS AVENUE Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 62 1 62 0 62 62 10 74 1 74 0 74 1 74 74 0 Through 17 1 17 0 17 17 0 18 1 18 0 18 1 18 18 0 Through-Right 0 0 0 Right 134 1 84 0 134 84 26 164 1 63 0 164 1 63 164 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 463 1 463 0 463 463 20 497 1 497 0 497 1 497 497 0 Through 357 0 378 0 357 379 60 428 0 551 0 428 0 552 428 0 Right 21 0 0 1 22 0 101 123 0 0 1 124 0 0 124 0 Left 5 1 5 0 5 5 0 5 1 5 0 5 1 5 5 0 Through 1130 2 395 12 1142 399 490 1654 2 583 12 1666 2 587 1666 0 Right 55 0 55 0 55 55 38 95 0 95 0 95 0 95 95 0 WESTBOUND Left 100 1 100 0 100 100 100 203 1 203 0 203 1 203 203 0 Through 1888 2 640 6 1894 642 673 2618 2 885 6 2624 2 887 2624 0 Right 33 0 33 0 33 33 4 38 0 38 0 38 0 38 38 0 North-South: 547 North-South: 547 North-South: 625 North-South: 626 North-South: 0 CRITICAL VOLUMES East-West: 645 East-West: 647 East-West: 890 East-West: 892 East-West: 0 SUM: 1192 SUM: 1194 SUM: 1515 SUM: 1518 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.795 0.796 1.010 1.012 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.695 0.696 0.910 0.912 0.000 LEVEL OF SERVICE (LOS): B B E E A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.002 v/c after mitigation: -0.910 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 17 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 9 East-West Street: VAN NESS AVENUE Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 1 94 0 94 94 55 152 1 152 0 152 1 152 152 0 Through 52 1 52 0 52 52-1 53 1 53 0 53 1 53 53 0 Through-Right 0 0 0 Right 197 1 162 0 197 162 117 320 1 260 0 320 1 260 320 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 355 1 355 0 355 355 49 415 1 415 0 415 1 415 415 0 Through 329 0 364 0 329 366 23 362 0 440 0 362 0 442 362 0 Right 35 0 0 2 37 0 42 78 0 0 2 80 0 0 80 0 Left 11 1 11 0 11 11 0 11 1 11 0 11 1 11 11 0 Through 1764 2 602 7 1771 604 769 2586 2 880 7 2593 2 882 2593 0 Right 41 0 41 0 41 41 12 54 0 54 0 54 0 54 54 0 WESTBOUND Left 71 1 71 0 71 71 47 120 1 120 0 120 1 120 120 0 Through 1432 2 495 11 1443 499 646 2121 2 726 11 2132 2 729 2132 0 Right 54 0 54 0 54 54 0 56 0 56 0 56 0 56 56 0 North-South: 517 North-South: 517 North-South: 675 North-South: 675 North-South: 0 CRITICAL VOLUMES East-West: 673 East-West: 675 East-West: 1000 East-West: 1002 East-West: 0 SUM: 1190 SUM: 1192 SUM: 1675 SUM: 1677 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.793 0.795 1.117 1.118 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.693 0.695 1.017 1.018 0.000 LEVEL OF SERVICE (LOS): B B F F A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.001 v/c after mitigation: -1.017 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 18 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 10 East-West Street: WILTON PLACE Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 54 1 54 0 54 54 2 58 1 58 0 58 1 58 58 0 Through 252 1 202 0 252 202 15 275 1 222 0 275 1 222 275 0 Right 151 0 151 0 151 151 13 169 0 169 0 169 0 169 169 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 125 1 125 0 125 125 20 149 1 149 0 149 1 149 149 0 Through 457 1 284 0 457 284 14 485 1 304 0 485 1 304 485 0 Right 111 0 111 0 111 111 8 122 0 122 0 122 0 122 122 0 Left 68 1 68 0 68 68 1 71 1 71 0 71 1 71 71 0 Through 1226 2 447 6 1232 449 281 1544 2 555 6 1550 2 557 1550 0 Right 115 0 115 0 115 115 3 121 0 121 0 121 0 121 121 0 WESTBOUND Left 123 1 123 0 123 123 13 140 1 140 0 140 1 140 140 0 Through 1083 2 542 2 1085 543 464 1580 2 790 2 1582 2 791 1582 0 Through-Right 0 0 0 Right 125 1 63 0 125 63 20 149 1 75 0 149 1 75 149 0 North-South: 338 North-South: 338 North-South: 371 North-South: 371 North-South: 0 CRITICAL VOLUMES East-West: 610 East-West: 611 East-West: 861 East-West: 862 East-West: 0 SUM: 948 SUM: 949 SUM: 1232 SUM: 1233 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.632 0.633 0.821 0.822 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.532 0.533 0.721 0.722 0.000 LEVEL OF SERVICE (LOS): A A C C A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.001 v/c after mitigation: -0.721 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 19 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: SUNSET BOULEVARD Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 10 East-West Street: WILTON PLACE Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 92 1 92 0 92 92 8 103 1 103 0 103 1 103 103 0 Through 331 1 222 0 331 222 22 363 1 256 0 363 1 256 363 0 Right 112 0 112 0 112 112 33 148 0 148 0 148 0 148 148 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 98 1 98 0 98 98 50 151 1 151 0 151 1 151 151 0 Through 372 1 234 0 372 234 21 404 1 252 0 404 1 252 404 0 Right 95 0 95 0 95 95 1 99 0 99 0 99 0 99 99 0 Left 114 1 114 0 114 114 7 124 1 124 0 124 1 124 124 0 Through 1623 2 580 4 1627 582 500 2172 2 767 4 2176 2 769 2176 0 Right 118 0 118 0 118 118 8 130 0 130 0 130 0 130 130 0 WESTBOUND Left 93 1 93 0 93 93 37 133 1 133 0 133 1 133 133 0 Through 1177 2 589 5 1182 591 480 1693 2 847 5 1698 2 849 1698 0 Through-Right 0 0 0 Right 160 1 111 0 160 111 47 212 1 137 0 212 1 137 212 0 North-South: 326 North-South: 326 North-South: 407 North-South: 407 North-South: 0 CRITICAL VOLUMES East-West: 703 East-West: 705 East-West: 971 East-West: 973 East-West: 0 SUM: 1029 SUM: 1031 SUM: 1378 SUM: 1380 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.686 0.687 0.919 0.920 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.586 0.587 0.819 0.820 0.000 LEVEL OF SERVICE (LOS): A A D D A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.001 v/c after mitigation: -0.819 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 20 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: DE LONGPRE AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 11 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 81 1 81 0 81 81 0 83 1 83 0 83 1 83 83 0 Through 871 1 443 9 880 447 255 1152 1 584 9 1161 1 588 1161 0 Right 14 0 14 0 14 14 1 15 0 15 0 15 0 15 15 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 13 1 13 0 13 13 1 14 1 14 0 14 1 14 14 0 Through 1174 1 620 14 1188 628 259 1469 1 771 14 1483 1 779 1483 0 Right 65 0 65 3 68 68 5 72 0 72 3 75 0 75 75 0 Left 35 1 35 3 38 38 3 39 1 39 3 42 1 42 42 0 Through 20 0 54 0 20 54 0 21 0 57 0 21 0 57 21 0 Right 34 0 0 0 34 0 1 36 0 0 0 36 0 0 36 0 WESTBOUND Left 13 0 13 0 13 13 1 14 0 14 0 14 0 14 14 0 Through 23 0 57 0 23 57 0 24 0 60 0 24 0 60 24 0 Through-Right 0 0 0 Right 21 0 0 0 21 0 0 22 0 0 0 22 0 0 22 0 Left- North-South: 701 North-South: 709 North-South: 854 North-South: 862 North-South: 0 CRITICAL VOLUMES East-West: 92 East-West: 95 East-West: 99 East-West: 102 East-West: 0 SUM: 793 SUM: 804 SUM: 953 SUM: 964 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.529 0.536 0.635 0.643 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.429 0.436 0.535 0.543 0.000 LEVEL OF SERVICE (LOS): A A A A A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.008 v/c after mitigation: -0.535 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 21 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: DE LONGPRE AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 11 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 73 1 73 0 73 73 0 75 1 75 0 75 1 75 75 0 Through 1395 1 705 11 1406 711 371 1808 1 912 11 1819 1 918 1819 0 Right 15 0 15 0 15 15 1 16 0 16 0 16 0 16 16 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 36 1 36 0 36 36 0 37 1 37 0 37 1 37 37 0 Through 957 1 510 8 965 515 336 1322 1 696 8 1330 1 701 1330 0 Right 62 0 62 2 64 64 5 69 0 69 2 71 0 71 71 0 Left 99 1 99 3 102 102 5 107 1 107 3 110 1 110 110 0 Through 83 0 170 0 83 170-1 85 0 171 0 85 0 171 85 0 Right 87 0 0 0 87 0-4 86 0 0 0 86 0 0 86 0 WESTBOUND Left 21 0 21 0 21 21 0 22 0 22 0 22 0 22 22 0 Through 36 0 86 0 36 86 0 37 0 89 0 37 0 89 37 0 Through-Right 0 0 0 Right 29 0 0 0 29 0 0 30 0 0 0 30 0 0 30 0 Left- North-South: 741 North-South: 747 North-South: 949 North-South: 955 North-South: 0 CRITICAL VOLUMES East-West: 191 East-West: 191 East-West: 196 East-West: 199 East-West: 0 SUM: 932 SUM: 938 SUM: 1145 SUM: 1154 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.621 0.625 0.763 0.769 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.521 0.525 0.663 0.669 0.000 LEVEL OF SERVICE (LOS): A A B B A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.006 v/c after mitigation: -0.663 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 22 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: FOUNTAIN AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 12 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 45 1 45 0 45 45 2 48 1 48 0 48 1 48 48 0 Through 1005 1 548 8 1013 552 238 1273 1 683 8 1281 1 687 1281 0 Right 90 0 90 0 90 90 0 93 0 93 0 93 0 93 93 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 27 1 27 0 27 27 2 30 1 30 0 30 1 30 30 0 Through 1337 1 704 11 1348 711 230 1608 1 847 11 1619 1 854 1619 0 Right 71 0 71 3 74 74 12 85 0 85 3 88 0 88 88 0 Left 58 1 58 1 59 59 16 76 1 76 1 77 1 77 77 0 Through 210 0 255 0 210 255 44 260 0 308 0 260 0 308 260 0 Right 45 0 0 0 45 0 2 48 0 0 0 48 0 0 48 0 WESTBOUND Left 112 1 112 0 112 112 1 116 1 116 0 116 1 116 116 0 Through 521 0 565 0 521 565 36 573 0 623 0 573 0 623 573 0 Right 44 0 0 0 44 0 5 50 0 0 0 50 0 0 50 0 North-South: 749 North-South: 756 North-South: 895 North-South: 902 North-South: 0 CRITICAL VOLUMES East-West: 623 East-West: 624 East-West: 699 East-West: 700 East-West: 0 SUM: 1372 SUM: 1380 SUM: 1594 SUM: 1602 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.915 0.920 1.063 1.068 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.815 0.820 0.963 0.968 0.000 LEVEL OF SERVICE (LOS): D D E E A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.005 v/c after mitigation: -0.963 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 23 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: FOUNTAIN AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 12 East-West Street: VINE STREET Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 53 1 53 0 53 53 1 56 1 56 0 56 1 56 56 0 Through 1242 1 663 10 1252 668 313 1593 1 839 10 1603 1 844 1603 0 Right 83 0 83 0 83 83-1 85 0 85 0 85 0 85 85 0 NORTHBOUND SOUTHBOUND EASTBOUND Left 35 1 35 0 35 35 5 41 1 41 0 41 1 41 41 0 Through 1030 1 537 7 1037 541 331 1392 1 729 7 1399 1 734 1399 0 Right 43 0 43 2 45 45 22 66 0 66 2 68 0 68 68 0 Left 82 1 82 2 84 84 9 93 1 93 2 95 1 95 95 0 Through 738 0 777 0 738 777 40 800 0 843 0 800 0 843 800 0 Right 39 0 0 0 39 0 3 43 0 0 0 43 0 0 43 0 WESTBOUND Left 55 1 55 0 55 55-1 56 1 56 0 56 1 56 56 0 Through 342 0 391 0 342 391 51 403 0 456 0 403 0 456 403 0 Right 49 0 0 0 49 0 3 53 0 0 0 53 0 0 53 0 North-South: 698 North-South: 703 North-South: 880 North-South: 885 North-South: 0 CRITICAL VOLUMES East-West: 832 East-West: 832 East-West: 899 East-West: 899 East-West: 0 SUM: 1530 SUM: 1535 SUM: 1779 SUM: 1784 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 1.020 1.023 1.186 1.189 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.920 0.923 1.086 1.089 0.000 LEVEL OF SERVICE (LOS): E E F F A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.003 v/c after mitigation: -1.086 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 24 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: FOUNTAIN AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 13 East-West Street: EL CENTRO AVENUE Projection Year: 2017 Peak Hour: AM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 18 0 18 0 18 18 0 19 0 19 0 19 0 19 19 0 Through 48 0 89 4 52 93 41 90 0 133 4 94 0 137 94 0 Through-Right 0 0 0 Right 23 0 0 0 23 0 0 24 0 0 0 24 0 0 24 0 Left- NORTHBOUND SOUTHBOUND EASTBOUND Left 13 0 13 4 17 17 1 14 0 14 4 18 0 18 18 0 Through 120 0 203 4 124 211 27 151 0 250 4 155 0 258 155 0 Through-Right 0 0 0 Right 70 0 0 0 70 0 13 85 0 0 0 85 0 0 85 0 Left- Left 21 0 21 0 21 21 25 47 0 47 0 47 0 47 47 0 Left-Through 1 1 1 Through 244 0 265 0 244 265 43 294 0 341 0 294 0 341 294 0 Through-Right 0 0 0 Right 17 1 17 0 17 17 0 18 1 18 0 18 1 18 18 0 WESTBOUND Left 23 0 23 0 23 23 0 24 0 24 0 24 0 24 24 0 Left-Through 1 1 1 Through 515 0 538 0 515 538 33 564 0 588 0 564 0 588 564 0 Through-Right 0 0 0 Right 23 1 23 2 25 25 0 24 1 24 2 26 1 26 26 0 North-South: 221 North-South: 229 North-South: 269 North-South: 277 North-South: 0 CRITICAL VOLUMES East-West: 559 East-West: 559 East-West: 635 East-West: 635 East-West: 0 SUM: 780 SUM: 788 SUM: 904 SUM: 912 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.520 0.525 0.603 0.608 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.420 0.425 0.503 0.508 0.000 LEVEL OF SERVICE (LOS): A A A A A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.005 v/c after mitigation: -0.503 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 25 Result
Level of Service Workheet (Circular 212 Method) I/S #: North-South Street: FOUNTAIN AVENUE Year of Count: 2014 Ambient Growth: (%): 1 Conducted by: Date: 5/19/2014 13 East-West Street: EL CENTRO AVENUE Projection Year: 2017 Peak Hour: PM Reviewed by: HS Project: No. of Phases 2 2 2 2 Opposed Ø'ing: N/S-1, E/W-2 or Both-3? 0 0 0 0 Right Turns: FREE-1, NRTOR-2 or OLA-3? NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- 0 SB-- 0 NB-- SB-- EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- 0 WB-- 0 EB-- WB-- ATSAC-1 or ATSAC+ATCS-2? 2 2 2 2 Override Capacity 0 0 0 0 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 15 0 15 0 15 15 1 16 0 16 0 16 0 16 16 0 Through 125 0 180 4 129 184 25 154 0 212 4 158 0 216 158 0 Through-Right 0 0 0 Right 40 0 0 0 40 0 1 42 0 0 0 42 0 0 42 0 Left- NORTHBOUND SOUTHBOUND EASTBOUND Left 13 0 13 3 16 16 1 14 0 14 3 17 0 17 17 0 Through 69 0 124 3 72 130 40 111 0 191 3 114 0 197 114 0 Through-Right 0 0 0 Right 42 0 0 0 42 0 23 66 0 0 0 66 0 0 66 0 Left- Left 32 0 32 0 32 32 16 49 0 49 0 49 0 49 49 0 Left-Through 1 1 1 Through 508 0 540 0 508 540 36 559 0 608 0 559 0 608 559 0 Through-Right 0 0 0 Right 16 1 16 0 16 16 1 17 1 17 0 17 1 17 17 0 WESTBOUND Left 17 0 17 0 17 17 0 18 0 18 0 18 0 18 18 0 Left-Through 1 1 1 Through 360 0 377 0 360 377 46 417 0 435 0 417 0 435 417 0 Through-Right 0 0 0 Right 27 1 27 3 30 30 0 28 1 28 3 31 1 31 31 0 North-South: 193 North-South: 200 North-South: 226 North-South: 233 North-South: 0 CRITICAL VOLUMES East-West: 557 East-West: 557 East-West: 626 East-West: 626 East-West: 0 SUM: 750 SUM: 757 SUM: 852 SUM: 859 SUM: 0 VOLUME/CAPACITY (V/C) RATIO: 0.500 0.505 0.568 0.573 0.000 V/C LESS ATSAC/ATCS ADJUSTMENT: 0.400 0.405 0.468 0.473 0.000 LEVEL OF SERVICE (LOS): A A A A A Version: 1i Beta; 8/4/2011 REMARKS: PROJECT IMPACT Change in v/c due to project: 0.005 v/c after mitigation: -0.468 Significant impacted? NO Fully mitigated? N/A 5/19/2014-5:45 PM 26 Result
J 2: Los Angeles Department of Transportation (LADOT) Approval Letter