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Item No. 2 Traffic Signal InstallationAGENDA ITEM May 9, 2018 TO: Members of the City Traffic Commission THRU: Jacki Scott City Traffic Engineer ReviewedNerified B City Traffic E mee To Be Presented y: Dave Allenbach FROM: Traffic Engineering Division Public Works Department 1. SUBJECT Request for the installation of a traffic signal at the intersection of South Glassell Street and Palmyra Avenue. 2. SUMMARY The apartment manager and residents at 301 South Glassell Street, the Palmyra Apartments, requested the installation of a traffic signal at South Glassell Street and Palmyra Avenue as the result of accidents at this location. 3. RECOMMENDED Deny the request for the installation of a traffic signal and direct staff to install red curb for increased site distance and to pursue funding opportunities to update the three pedestrian crossings along South Glassell Street at Palmyra Avenue, Culver Avenue, and south of East River Avenue. 4. FISCAL IMPACT Funds are available in the following account: 262.5032.56100.16302 Traffic Control Devices 5. STRATEGIC PLAN GOAL(S) 1.5 Provide and maintain infrastructure necessary to ensure the safety of the public. 6. GENERAL PLAN IMPLEMENTATION Growth ManaEement Goal 1.0 Reduce traffic congestion within the City. ITEM 2 May 9, 2018 1 Policy 1.10: Apply traffic calming measures, where appropriate, to residential neighborhoods affected by cut - through traffic in accordance with the City's Residential Neighborhood Traffic Management Program. 7. DISCUSSION and BACKGROUND On January 31, 2018, the Traffic Division received a request to install an All -Way STOP or traffic signal at the intersection of South Glassell Street and Palmyra Avenue. The request was submitted by the property manager for the Palmyra Apartments located at the southeast corner of South Glassell Street and Palmyra Avenue. The request cites concerns related to accidents and is signed by approximately 35 of the residents living within the complex. This request is the third in recent years, as a traffic signal warrant analysis was completed in 2015 and 2016 following similar complaints. The warrants for installing a traffic signal in 2015 and 2016 were not met; however, the most recent study indicates a traffic signal warrant has now been met, specifically based upon the number of accidents at the intersection. It should be noted that an All -Way STOP is not being considered at this location due to the excessive amount of delay this would cause along South Glassell Street. Existing Conditions South Glassell Street runs in a north south direction, has a curb -to -curb width of 40 feet and a posted speed limit of 30 MPH between La Veta and Almond Avenues. On- street parking is allowed on both sides of the street in the study area. There is approximately 90 feet of red curb on both sides of South Glassell Street south of Palmyra for the bus stops. There is also 15 feet of red curb on both sides of South Glassell Street north of Palmyra Avenue the prevent vehicles from parking too close to the intersection. There is a marked crosswalk on the south leg of the intersection with a continually flashing warning beacon. South Glassell Street has an average daily volume of 17,000 vehicles. Palmyra Avenue runs in an east -west direction and has a curb -to -curb width of 40 feet. The posted speed limit on Palmyra Avenue is 25 MPH. East and west bound traffic on Palmyra Avenue is controlled by a two -way stop at South Glassell Street. On street parking is allowed on both sides of the street and can be in in high demand on the west leg of Palmyra Avenue. Average daily traffic volume on Palmyra Avenue is between 1,600 and 1,700 vehicles. Together Palmyra Avenue and South Glassell Street intersect at a ninety- degree angle. Accident History The traffic signal warrant analysis recently completed indicates five accidents have occurred within a 12 -month period (January 2017 to January 2018) Further investigation into the cause of the accidents was reviewed and considered to determine what, if any, corrective measures are recommended, including the installation of a traffic signal. 0a It was found that of the five accidents, all were right angle, one was a DUI, one involved an unlicensed driver, one was a hit and run, and one involved an uninsured driver. Four of the accidents occurred during daylight hours and one a night time hours. Of particular interest, four vehicles involved motorists driving southbound on South Glassell Street. Upon examination of the intersection, it was noted that significantly less red curb exists on the north side of the intersection than the south side which may be limiting the overall sight distance for vehicles attempting to cross South Glassell Street at Palmyra Avenue. Currently, parking is allowed within the marked stalls. Analysis The Manuel of Uniform Traffic Control Devices (MUTCD) has several warrants that may be used to evaluate a candidate intersection for the possible installation of a Traffic Signal. It should be noted that the satisfaction of one or more warrants does not in and of itself require the installation of a traffic control signal; however, it is a highly recommended practice to find less restrictive measures to address traffic issues prior to approving a traffic signal installation. Traffic Signal warrants include entering traffic volume for the eight highest hours of a typical day; interruption of continuous traffic; entering volume and turning movements during the AM and PM Peak traffic hours; intersection delay; pedestrian movement at the intersection and accident history. Warrants not used in this traffic study include the school zone warrant and the railroad crossing warrant, which do not apply at this intersection. See the attached warrant sheets for further detail. Based on our warrant analysis, staff found that the only warrant met was the accident history warrant. While all of the reported accidents were right angle accidents, most appear to be the result of poor driving habits, which are not conditions that are likely correctable with a traffic signal. Since most of the accidents involved a south bound vehicle on South Glassell Street, additional red curb should be considered as a corrective measure on the north side of the intersection to improve overall intersection sight distance, and specifically for motorists looking to enter or cross South Glassell Street from Palmyra Avenue. As part of the overall traffic signal warrant analysis, it was noted by staff that the pedestrian flasher at the subject intersection flashes continually. Staff has received a number of complaints in recent years from pedestrians. Over time, the continuous flasher pattern programmed on South Glassell Street at Culver and River Avenues have become a part of the landscape, most motorists do not pay attention to them after getting use to the continuous operations. Pedestrian safety at these three crosswalks could be enhanced by replacing the existing flashers with Rapid Reflector Flashing Beacons (RRFB's), which are only activated by a pedestrian. Fifteen crosswalk locations around the city were recently improved with the installation of new RRFB technology and have received a lot of positive feedback from motorists and pedestrians. 3 Recommendation It is recommended that as a corrective measure, the city initiate the removal of parking on the north side of the intersection and install additional red curb to increase site distance looking in the northerly direction. Currently, 17,000 vehicles per day travel along South Glassell Street at Palmyra Avenue, and this additional site distance is appropriate for the speed and volume of traffic. Installing additional red curb is expected to provide added visibility and result in a reduced number of future accidents In addition to the recommended red curb, it is also staff s recommendation to replace the overhead pedestrian flashers with updated Rapid Reflector Flashing Beacon (RRFB) style pedestrian warning devices. There are three locations along South Glassell Street, at Palmyra Avenue, Culver Avenue, and south of East River Avenue, where continuous overhead flashers were installed some decades ago. New updated technology is available at a fairly reasonable cost to replace the continuous flashers with solar powered RRFB type flashers that are only activated by push button when a pedestrian is present and crossing the roadway. This style of pedestrian warning flasher was recently installed at 15 locations around the city, including three locations in Old Towne, and have been very popular with pedestrians. It is estimated to cost approximately $30,000 to update the three locations along South Glassell Street with current RRFB technology. A source of funding for this has not been identified at this time, but with the concurrence of the Traffic Commission, staff will seek a source of funds for the replacement in the future. The City may be eligible for a federal grant or funding may be identified in a future CIP budget cycle. The proponent and all residents and businesses within 300 feet of the study area were notified of the Traffic Commission Meeting. 8. ATTACHMENTS • Letter of Request • Site Sketch and Intersection Photos • Warrant Sheet DA/js:td N:\Public Works \TRAFFIC \C T C\Reports\2018 Reports\2018 -5 -9 \Item No. 2 - Signal Installation \Item No. 2 - Signal Installation. Doc 11 January 31, 2018 Hi, Jimmy Rocha- My name if Julie Medina. I am the property manager at the Palmyra Apartments located on the corner of Palmyra and Glassell- 301 S. Glassell Street. I have enclosed petitions signed by my residents and myself requesting that the city adds a 4 -way stop or street light on Palmyra and Glassell. I have been at the property just over 3 months and have already witnessed a handful of accidents. Please contact me if you have any questions. Thank you in advance for your time. Sincerely, Julie Medina 714 - 639 -2121 Letter of Request ADD -ON OF STREET LIGHT OR 4 -WAY STOP PETITION REQUESTED LOCATION: PALMYRA AND GLASSELL IN ORANGE, CA REASON FOR REQUEST: To prevent future vehicle accidents We, the undersigned, are advocating for a street light or 4 -way stop on Palmyra and Glassell due to the vast number of accidents that have occurred year after year, specifically in the last few months. I ' Name Signature Address o ElL� DR I �[.�EZ '361 .5. cl-A1350A �t2a9 30 t 5 64-4.sscc4-- EJ20 Zv;/& .a�ecKe- S oI - SSs elf z -.?Cj l —S, 9 / Qrl e// ".s -At zz3 Oka ✓t2S Lq- 0 '3d / S' (slq 'mil( yr 1 v%, Cliq- J Y�� (!:r to t, RN f-- n /S6lN 3 3clS,( L Lnrs�Gcsf X2/3 G Gi2�l��c�%, 4),Cky--w� 3 o I s C9- LA s s E L 61<� x ADD -ON OF STREET LIGHT OR 4 -WAY STOP PETITION REQUESTED LOCATION: PALMYRA AND GLASSELL IN ORANGE, CA REASON FOR REQUEST: To prevent future vehicle accidents + We, the undersigned, are advocating for a street light or 4 -way stop on Palmyra and Glassell due to the vast number of accidents that have occurred year after year, specifically in the last few months. {, r , IF LX ?-I Poop- U 1S1 911- - Y Name Signature Address 206 vd, U' 4"" t i *�f Ads J A tol b A15 I i "YS i� r . w .. W V •. J g ��r n � -. `` it � � S�� •�S � —_ y� ♦ I s I _ — ��. F• 4 y WL Is i:• 1 �. 1) AL _ a!i i i -• City of ran Public Works Department CITY OF ORANGE Department of Public Works Traffic Engineering Division Minimum Warrants for the Installation - Analysis Summary Of a Traffic Signal at South Glassell Street and Palmyra Avenue EXISTING CONTROL: Two -Way Stop on Palmyra Avenue California MUTCD 2014 Edition Traffic Signal Warrants Worksheet Not Not Satisfied Satisfied Applicable I. Warrant 1— Eight Hour Vehicular Volume Condition A, Condition B, and a Combination of Conditions A &B not met X II. Warrant 2 -Four Hour Vehicular Volume X III. Warrant 3 - Peak Hour Part A and Part B not satisfied X IV. Warrant 4 - Pedestrian Volume Part 1 and Part 2 not satisfied X V. Warrant 5 - School Crossing X VI. Warrant 6 — Coordinated Signal Systems X VII. Warrant 7 — Crash Experience 5 crashes January 2017 to January 2018 X VIII. Warrant 8 - Roadway Network X Warrant Sheet Tq I( ! -MEMO �.�� __� -•ter •,. -�._ _. �, 1 � #��.. � lJ-r REPORTED ACCIDENTS 01/01/2017 TO 01/28/2018 0 PROPERTY DAMAGE ONLY O COMPLAINT OF PAIN 0 OTHER VISIBLE INJURY ® SEVEREINJURY 0 FATAL