Loading...
HomeMy WebLinkAboutSC 06-05-19 PACKET REGULAR MEETING OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA Council Chambers June 5, 2019 276 Fourth Avenue 6:00 p.m. Chula Vista, CA CALL TO ORDER ROLL CALL Commissioners Cervantes, Fa’aola, Jackson, Marroquin, Munoz, Orso-Delgado, and Chair Hidinger PLEDGE OF ALLEGIANCE TO THE FLAG OPENING STATEMENT PUBLIC COMMENTS Persons speaking during Public Comments may address the Commission on any subject matter within the Commission’s jurisdiction that is not listed as an item on the agenda. State law generally prohibits the Commission from discussing or taking action on any issue not included on the agenda, but, if appropriate, the Commission may schedule the topic for future discussion or refer the matter to staff. Comments are limited to three minutes. 1. INTRODUCTION OF NEW SAFETY COMMISSIONER PEDRO ORSO-DELGADO 2. APPROVAL OF MINUTES OF FEBRUARY 6, 2019 AND MAY 1, 2019 3. RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON HILLTOP DRIVE BETWEEN EAST RIENSTRA STREET AND MAIN STREET FROM FOUR LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE 4. RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON PASEO DEL REY BETWEEN DOUGLAS STREET AND BAJO DRIVE FROM THREE LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE 5. RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON NAPLES STREET BETWEEN FOURTH AVENUE AND THIRD AVENUE FROM THREE LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE 6. POLICE DEPARTMENT TRAFFIC DATA 7. PEDESTRIAN AND BIKEWAYS SAFETY PROGRAMS – CIP UPDATE City of Chula Vista Boards & Commissions Safety Commission Page 2 ׀ Safety Commission Agenda May 5, 2019 OTHER BUSINESS 8. COMMISSIONERS’ COMMENTS 9. STAFF COMMENTS ADJOURNMENT to the regular meeting on July 3, 2019 at 6:00 p.m. in the Council Chambers. Chula Vista, California. Materials provided to the Safety Commission related to any open-session item on this agenda are available for public review at the Engineering Dept. located at 276 Fourth Avenue, Building B, Chula Vista during normal business hours. In compliance with the AMERICANS WITH DISABILITIES ACT The City of Chula Vista requests individuals who require special accommodations to access, attend, and/or participate in a City meeting, activity, or service, contact the Human Resources Department at (619) 691-5041 (California Relay Service is available for the hearing impaired by dialing 711) at least forty-eight hours in advance of the meeting. SAFETY COMMISSION AGENDA STATEMENT Item __ 3 ____ Meeting Date 06/05/19 ITEM TITLE: RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON HILLTOP DRIVE, BETWEEN EAST RIENSTRA STREET AND MAIN STREET FROM FOUR LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE SUBMITTED BY: Principal Traffic Engineer Staff is suggesting alternatives for a lane reduction on Hilltop Drive, between East Rienstra Street and Main Street from four lanes to two lanes. It is proposed to reduce the traveled lanes from two to one in each direction and install buffered bike lanes and a two-way left turn lane between East Rienstra Street and Main Street (see Attachment 1). RECOMMENDATION: That the Safety Commission concur with staff and approve any alternative for the lane reduction on Hilltop Drive between East Rienstra Street and Main Street. DISCUSSION: Hilltop Drive, between East Rienstra Street and Main Street is scheduled to be re-paved later this year. When any street is proposed to be re-paved in the City, Traffic Engineering reviews the following street characteristics: posted speed limits, striping and signage. Traffic Engineering determines whether any modifications are needed to improve safety and traffic circulation. In 2014, the City approved a lane reduction on Hilltop Drive between East Palomar Street and East Rienstra Street, which intended to make Hilltop Drive a more “Complete Street,” one that serves all road users, while attempting to moderate driving speeds. The Engineering Traffic and Speed Survey (ET&S) on Hilltop Drive, between East Rienstra Street and Main Street, is expired. After the pavement project is completed, an ET&S will be performed. The existing posted speed limit is 35 mph. The proposed lane reduction (all alternatives) will shorten crossing distance for pedestrians, make vehicles entering from side streets more visible, and provide a continuous Complete Street on Hilltop Drive from Palomar Street to Main Street. Traffic Engineering studied the traffic volume and traffic circulation on Hilltop Drive and determined that reducing the number of lanes would not appreciably affect traffic flow. The below table summarizes the average daily traffic (ADT) volumes in 2013 and 2018. Year 2013 2018 Northbound ADT 2,674 4,837 Southbound ADT 3,040 7,683 Total ADT 6,348 12,440 Page 2, Item _3__ Meeting Date 06/05/19 The ADT in both directions increased over the last five years. The ADT between the segment of E. Palomar Street and East Rienstra, which included the lane reduction, was measured to be 10,067 in 2017. Since the lane reduction was installed, staff’s monitoring has observed no significant impacts to the traffic circulation and no impacts to school traffic in front of Castle Park High School. In addition, residents living between Orange Avenue and Tourmaline Street have indicated that large semi-trucks often park or idle in this location. To discourage truck parking, two alternatives propose to remove parking on Hilltop Drive south of Tourmaline Street. The lane reduction will be a pilot program based on annual analysis and monitoring of the traffic circulation. Existing dedicated right and left turn lanes at major intersections will be maintained. The City Traffic Engineer can reverse the striping if future traffic volume dictates a reversal to the original condition. The following typical section alternatives are proposed for the lane reduction: Existing Southbound parking lane, two southbound travel lanes, two northbound travel lanes, and one northbound parking lane. Option 1 From East Rienstra Street to Tourmaline Street – southbound parking lane, southbound buffered bike lane, southbound travel lane, two-way left turn lane, northbound travel lane, northbound buffered bike lane, northbound parking lane. South of Tourmaline Street – include same typical section as to the north except make the two- way left turn lane a striped median. This option includes one travel lane in each direction until the dedicated turn lanes before Main Street. It maintains existing parking south of Tourmaline Street while adding buffered bike lanes. The striped median would prevent vehicles from idling in the two-way turn lane. Option 2 From East Rienstra Street to Tourmaline Street – southbound parking lane, southbound buffered bike lane, southbound travel lane, two-way left turn lane, northbound travel lane, northbound buffered bike lane, northbound parking lane. South of Tourmaline Street – maintain four travel lanes (two northbound, two southbound), and replace the parking lanes on both sides with buffered bike lanes. This option maintains four travel lanes south of Tourmaline Street, and it removes parking on this portion to prevent large commercial vehicle parking. Page 3, Item _3__ Meeting Date 06/05/19 Option 3 From East Rienstra Street to Tourmaline Street – southbound parking lane, southbound buffered bike lane, southbound travel lane, two-way left turn lane, northbound travel lane, northbound buffered bike lane, northbound parking lane. South of Tourmaline Street – include same typical section as to the north except make the two- way left turn lane a raised asphalt median. This option is similar to Option 1 except the raised median is a physical deterrent to commercial vehicles parking in the center of the road as they tend to do. Option 4 From East Rienstra Street to Tourmaline Street – southbound parking lane, southbound buffered bike lane, southbound travel lane, two-way left turn lane, northbound travel lane, northbound buffered bike lane, northbound parking lane. South of Tourmaline Street – maintain four travel lanes (two northbound, two southbound), and replace the parking lanes on both sides with buffered bike lanes that are separated from traffic by an asphalt curb, and the two-way left turn lane to the north would transition to a raised median. This option is similar to Option 2; however, it includes both a raised median and asphalt curbs to separate bike lanes as physical barriers so that no vehicles can park in the median or bike lane. CONCLUSION: Based on the ADT on Hilltop Drive, between East Rienstra Street and Main Street, staff has determined that the lane reduction in both directions will not impact the traffic. The lane reduction will potentially maintain the existing posted speed limit of 35 mph and improve the ingress and egress to the residential dwellings fronting Hilltop Drive. FISCAL IMPACT: The revision to the striping and the signage modification will be incorporated into an existing pavement CIP. Therefore, no impact to City funds. Attachments: 1. Location Plat RESOLUTION NO. SC-2019-_____ RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON HILLTOP DRIVE, BETWEEN EAST RIENSTRA STREET AND MAIN STREET FROM FOUR LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE WHEREAS, the Road Maintenance and Rehabilitation Account (RMRA) Major Pavement Rehabilitation Phase II FY2018-19 (STM0396) project will be performing pavement rehabilitation on Hilltop Drive between East Rienstra Street and Main Street (the “Segment”); and WHEREAS, the Segment currently has two southbound lanes and two northbound lanes with parking permitted on both sides for the majority of the Segment; and WHEREAS, vehicles attempting to turn left to a driveway on the Segment must stop in traffic to do so; and WHEREAS, a similar lane reduction was performed north of the Segment on Hilltop Drive from Palomar Street to East Rienstra Street has improved conditions for the safety of bicycles and pedestrians without impeding traffic flow; and WHEREAS, existing traffic volume obtained in November 2018 indicate that the traffic volumes on the Segment are sufficiently low such that they can be conveyed safely and efficiently with one travel lane in each direction; and WHEREAS, the proposed striping plans will maintain dedicated right turn and/or left turn lanes, as applicable, at the East Rienstra Street, Orange Avenue, and Main Street intersections; and WHEREAS, some residents along the Segment have notified the City of illegally parked semi-trucks idling along the southerly portions of the Segment near Tourmaline Street; and WHEREAS, as a result of its investigation, staff is proposing the following for consideration by the Safety Commission: a modifying the Segment lane count from one southbound parking lane, two southbound travel lanes, two northbound travel lanes, and one northbound parking lane (“Existing Road Section”) to (Option 1) one southbound parking lane, one southbound bike lane with buffer, one southbound travel lane, one two-way left turn lane, one northbound travel lane, one northbound bike lane with buffer, and one northbound parking lane along the length of the segment with the exception of portions of the segment approaching major intersections, and the two-way left turn lane south of Tourmaline Street would be a striped median; or (Option 2) same as Option 1 except the portion of the Segment south of Tourmaline Street would maintain two southbound and two northbound travel lanes with a striped median and the parking lanes would be converted to buffered bike lanes; or (Option 3) same as Option 1 except the portion of the Segment south of Tourmaline Street would have a raised center median; Resolution No. SC 2019-____ Page 2 or (Option 4) same as Option 2 except striped median would be a raised median and the bike lanes would be separated from traffic by asphalt curbs to physically prevent parking in the bike lane; and WHEREAS, inclusion of the two-way left turn lane will allow vehicles turning left into driveways to safely exit the through lanes before turning; and WHEREAS, as a pilot study, traffic volumes and flow patterns on the Segment will be monitored, and the proposed change will be reversed to restore existing conditions should traffic volumes and patterns necessitate the reversal. NOW, THEREFORE, BE IT RESOLVED that the Safety Commission of the City of Chula Vista does hereby approve staff’s proposed change to existing operations along the Segment in the form of Option _____ as described above, to be monitored and potentially reversed should new traffic volume indicate that two lanes in each direction are required in the subject Segment should the Existing Road Section not be maintained. ACTION by the Safety Commission of the City of Chula Vista, California, this 5th day of June 2019, by the following vote: AYES: Commissioners: NAYS: Commissioners: ABSENT: Commissioners: ____________________________________ Ronald Hidinger, Chair ATTEST: ______________________________________ Florence Picardal, Secretary SAFETY COMMISSION AGENDA STATEMENT Item __ 4____ Meeting Date 06/05/19 ITEM TITLE: RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON PASEO DEL REY, BETWEEN DOUGLAS STREET AND BAJO DRIVE FROM THREE LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE SUBMITTED BY: Principal Traffic Engineer Staff is recommending a lane reduction on Paseo Del Rey between Telegraph Canyon Road and Bajo Drive from two lanes to one lane in the northbound direction. In the southbound direction there is one lane. Staff proposes to reduce the two northbound lanes to one lane between Telegraph Canyon Road and Bajo Road and install buffered bike lanes in both directions (see Attachment 1, Location Plat). RECOMMENDATION: That the Safety Commission concur with staff and approve the lane reduction on Paseo Del Rey between Telegraph Canyon Road and Bajo Drive and install bike lanes in both directions in the form of Option 1. DISCUSSION: Paseo Del Rey, between Telegraph Canyon Road and Bajo Drive is scheduled to be re-paved later this year with Capitol Improvement Project STM0396. When any street in the City is proposed to be re-paved, Traffic Engineering reviews the following street characteristics: posted speed limits, striping and signage. Traffic Engineering determines whether any modifications are needed to improve safety and traffic circulation. The posted speed limit on Paseo Del Rey between Telegraph Canyon Road and East J Street is 35 mph; however, the Engineering Traffic & Survey for this segment has expired and a recent radar survey of this segment indicated that the 85th percentile speed is over 40 mph. Parking is allowed on both sides of the street for residential use and a park. In the northbound direction starting at Telegraph Canyon Road, there are two anes of traffic, three lanes at the intersection with East J Street to accommodate a left-turn, and two through lanes. In the southbound direction starting at East J Street, there is one lane of traffic. In the center there is a two-way left turn lane. At the intersection with Telegraph Canyon Road it opens to three lanes with left-turn and right-turn pockets. The segment between Calma Drive and Bajo Drive has 21 single-family dwellings with direct driveway access to Paseo Del Rey. Maintaining a posted speed limit of 35 mph will help the ingress and egress from the dwellings. Additionally, the presence of a buffered bike lane will make vehicles entering traffic more visible behind parked vehicles and will allow them to better see gaps in traffic before entering. Traffic Engineering studied the traffic volume and circulation on Paseo Del Rey and determined that reducing the number of lanes in both directions would not appreciably affect traffic flow. The table below summarizes the average daily traffic (ADT) volumes in 2015 and 2019. Page 2, Item _4__ Meeting Date 06/05/19 Additionally, the northbound volume is only four percent more than southbound, greatly diminishing the need for a second lane. Year 2015 2019 Northbound ADT 3,725 5,397 Southbound ADT 4,178 5,199 Total ADT 7,903 10,596 The lane reduction will be a pilot program and will monitored on an annual analysis to ensure proper traffic circulation. The City Traffic Engineer can reverse the lane reduction if future traffic volume dictates a reversal to the original condition. Staff proposes the following typical section alternatives for the lane reduction: Option 1 Telegraph Canyon Road to Bajo Drive – A southbound parking lane, a buffered bike lane, one southbound travel lane, a two-way left turn lane, one northbound travel lane, a northbound buffered bike lane, and a northbound parking lane. Bajo Drive to East J Street – convert the underutilized existing parking lanes to bike lanes. The two-way left turn lane in the center will allow for safe access to the residential dwellings and the bike lanes with buffers will make the road a more complete street and link the Telegraph Canyon Road, East J Street and East H street bike corridors. The segment between Bajo Drive and East J Street has existing parking with no fronting residences that has been observed to have a couple parked vehicles. Converting these parking lanes to bike lanes will allow continuity through this link between Telegraph Canyon Road and East J Street. Option 2 Telegraph Canyon Road to Bajo Drive – Same as Option 1. Bajo Drive to East J Street – maintain existing conditions. This alternative allows for parking to be maintained between Bajo Drive and East J Street. However, there will be a gap in the Paseo del Rey bike lanes on this segment where vehicles will need to share the road with bikes. CONCLUSION: Based on the ADT on Paseo Del Rey between Telegraph Canyon Road and Bajo Road, staff has determined that the lane reduction in the northbound direction will not impact the traffic. The lane reduction and bike lanes will potentially reduce the speeds and help to maintain the existing posted speed limit of 35 mph. Page 3, Item _4__ Meeting Date 06/05/19 FISCAL IMPACT: The revision to the striping and the signage modification will be incorporated into an existing pavement CIP. Therefore, no impact to City funds. Attachments: 1. Location Plat RESOLUTION NO. SC-2019-_____ RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON PASEO DEL REY, BETWEEN DOUGLAS STREET AND BAJO DRIVE FROM THREE LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE WHEREAS, the Road Maintenance and Rehabilitation Account (RMRA) Major Pavement Rehabilitation Phase II FY2018-19 (STM0396) project will be performing pavement rehabilitation on Paseo del Rey between Douglas Street and Bajo Drive (the “Segment”); and WHEREAS, the Segment currently has two northbound (uphill) lanes and one southbound (downhill) lane; and WHEREAS, visibility of vehicles attempting to enter traffic from a driveway or side street is limited by the presence of vehicles parked on the curbside; and WHEREAS, existing traffic volume obtained in January 2019 indicate that northbound traffic volume is within 200 average daily trips of the southbound traffic volume despite having two lanes; and WHEREAS, the inclusion of a buffered bike lane on both sides of Paseo del Rey will improve sight visibility of vehicles entering traffic from side streets and driveways; and WHEREAS, the proposed striping plan will maintain dedicated right turn or left turn lanes, as applicable, at the J Street and Telegraph Canyon Road intersections; and WHEREAS, as a result of its investigation, staff is proposing the following for consideration by the Safety Commission: modifying the Segment lane count from one southbound parking lane, one southbound travel lane, one two way left turn lane, two northbound travel lanes, and one northbound parking lane (“Existing Road Section”) to (Option 1) one southbound parking lane, one southbound buffered bike lane, one southbound travel lane, one two-way left turn lane, one northbound travel lane, one northbound buffered bike lane, and one northbound parking lane, while converting the parking lanes between Bajo Drive and East J Street to bike lanes; or (Option 2) implement the same changes proposed in Option 1 except that no changes would be implemented between Bajo Drive and East J Street; and WHEREAS, as a pilot study, traffic volumes and flow patterns on the Segment will be monitored, and the proposed change will be reversed to restore existing conditions should traffic volumes and patterns necessitate the reversal. NOW, THEREFORE, BE IT RESOLVED that the Safety Commission of the City of Chula Vista does hereby approve staff’s proposed change to existing operations along the Segment in the form of Option _____ as described above, to be monitored and potentially Resolution No. SC 2019-____ Page 2 reversed should new traffic volume indicate that two lanes in each direction are required in the subject Segment should the Existing Road Section not be maintained. ACTION by the Safety Commission of the City of Chula Vista, California, this 5th day of June 2019, by the following vote: AYES: Commissioners: NAYS: Commissioners: ABSENT: Commissioners: ____________________________________ Ronald Hidinger, Chair ATTEST: ______________________________________ Florence Picardal, Secretary SAFETY COMMISSION AGENDA STATEMENT Item __ 5____ Meeting Date 06/05/19 ITEM TITLE: RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON NAPLES STREET BETWEEN FOURTH AVENUE AND THIRD AVENUE FROM THREE LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE SUBMITTED BY: Principal Traffic Engineer Staff is recommending a lane reduction on Naples Street between Third Avenue and Fourth Avenue from two lanes to one lane in each direction. The traffic volumes on this segment of Naples Street support one lane in each direction. Naples Street also has only one lane in each direction, east of Third Avenue and west of Fourth Avenue. RECOMMENDATION: That the Safety Commission concur with staff and approve the lane reduction on Naples Street between Third Avenue and Fourth Avenue. DISCUSSION: Naples Street, between Third Avenue and Broadway is scheduled to be re-paved later this year with Capitol Improvement Project STM0396. When any street in the City is proposed to be re- paved, Traffic Engineering reviews the following street characteristics: posted speed limits, striping and signage. Traffic Engineering determines whether any modifications are needed to improve safety and traffic circulation. The posted speed limit on Naples Street between Third Avenue and Fourth Avenue is 35 mph. Parking is mostly allowed on both sides of the street for commercial and residential use. In the eastbound direction starting at Fourth Avenue, there are two lanes of traffic and three lanes at the intersection with Third Avenue to accommodate a left-turn through lane and right-turn pockets. In the westbound direction starting at Third Avenue, there are two lanes of traffic approximately 400 feet west of Third Avenue that reduce to one lane until the approach at Fourth Avenue. At Fourth Avenue there are left-turn and through lanes and right-turn pockets. Traffic Engineering studied the traffic volume and circulation on Naples Street and determined that reducing the number of lanes would not appreciably affect traffic flow. The table below summarizes the average daily traffic (ADT) volumes in 2013 and 2019. Year 2013 2019 Eastbound ADT 3,972 4,814 Westbound ADT 4,247 5,158 Total ADT 8,219 9,972 For comparison, ADT volumes on portions Naples Street east and west of this segment where there is one lane in each direction varied from 5,982 ADT to 11,542 ADT between 2013 and 2019, respectively. Page 2, Item 5 Meeting Date 06/05/19 Staff proposes to have one travel lane in each direction with a two-way left turn lane in the center to allow for safer access to commercial and residential driveways. The presence of the two-way left turn lane will allow turning vehicles to exit traffic to wait for a gap in oncoming traffic before turning instead of stopping in traffic to do so. The lane reduction will be a pilot program and will monitored on an annual analysis to ensure proper traffic circulation. The City Traffic Engineer can reverse the lane reduction if future traffic volume dictates a reversal to the original condition. CONCLUSION: Based on the ADT on Naples Street between Third Avenue and Fourth Avenue, staff has determined that the lane reduction in the southbound direction will not impact the traffic. The lane reduction is anticipated to improve safety on the segment and potentially help maintain the existing posted speed limit of 35 mph. FISCAL IMPACT: The revision to the striping and the signage modification will be incorporated into an existing pavement CIP. Therefore, no impact to City funds. Attachments: 1. Location Plat RESOLUTION NO. SC-2019-_____ RESOLUTION OF THE SAFETY COMMISSION OF THE CITY OF CHULA VISTA APPROVING A LANE REDUCTION ON NAPLES STREET, BETWEEN FOURTH AVENUE AND THIRD AVENUE FROM THREE LANES TO TWO LANES AS A PILOT STUDY TO BE REVERSED SHOULD FUTURE TRAFFIC VOLUME REQUIRE WHEREAS, the Road Maintenance and Rehabilitation Account (RMRA) Major Pavement Rehabilitation Phase II FY2018-19 (STM0396) project will be performing pavement rehabilitation on Naples Street between Fourth Avenue and Third Avenue (the “Segment”); and WHEREAS, the Segment currently has two eastbound lanes and one westbound lane; and WHEREAS, vehicles attempting to turn left to a driveway on the Segment must stop in traffic to do so; and WHEREAS, existing traffic volume obtained in January 2019 indicate that eastbound traffic volume is comparable to and less than westbound traffic volume despite having two lanes; and WHEREAS, the Segment is classified as a Class III Collector whose typical section is one lane in each direction; and WHEREAS, the proposed striping plan will maintain dedicated right turn or left turn lanes, as applicable, at the Third Avenue and Fourth Avenue intersections; and WHEREAS, as a result of its investigation, staff is proposing the following for consideration by the Safety Commission: a lane reduction on the Segment from one westbound travel lane, two eastbound travel lanes, and one eastbound parking lane to one westbound travel lane, one center two-way left turn lane, one eastbound travel lane, and one eastbound parking lane; and WHEREAS, inclusion of the two-way left turn lane will allow vehicles turning left into driveways to safely exit the through lanes before turning; and WHEREAS, as a pilot study, traffic volumes and flow patterns on the Segment will be monitored, and the proposed change will be reversed to restore existing conditions should traffic volumes and patterns necessitate the reversal. NOW, THEREFORE, BE IT RESOLVED that the Safety Commission of the City of Chula Vista does hereby approve staff’s proposed change to existing operations along the Segment as described above, to be monitored and potentially reversed should new traffic volume indicate that two lanes are required in the subject segment. Resolution No. SC 2019-____ Page 2 ACTION by the Safety Commission of the City of Chula Vista, California, this 5th day of June 2019, by the following vote: AYES: Commissioners: NAYS: Commissioners: ABSENT: Commissioners: ____________________________________ Ronald Hidinger, Chair ATTEST: ______________________________________ Florence Picardal, Secretary 5/31/2019 1 June 2019 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 5/31/2019 2 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 5/31/2019 3 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 5/31/2019 4 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9 Safety Commission Bi k e w a y s & P e d e s t r i a n F a c i l i t i e s C I P P r o j e c t U p d a t e 0 6 -20 1 9