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TC - 05-08-95MAYOR: JOE VASQUEZ MAYOR PRO TEM: MARGARET CLARK COUNCILMEMBERS: ROBERT W. BRUESCH JAY T. IMPERIAL GARY A. TAYLOR oscmcad 8838 E. VALLEY BOULEVARD • P.O. BOX 399 ROSEMEAD, CALIFORNIA 91770 TELEPHONE (818) 288-6671 TELECOPIER 8183079218 MEMORANDUM TO: Frank G. Tripepi, City Manager FROM:- Carl P. Holm, Administrative Aide C~1* _DATE: _ May 8, 1995 SUBJECT: TRAFFIC COMMISSION MEETING SUMMARY May 4, 1995 The Traffic Commission took the following action: A. EASTBOUND TRAFFIC LANES ON MARSHALL STREET AT TEMPLE CITY BOULEVARD. This was a request from Ms. Dolly Leong to review the circulation pattern at this location. She was interested to reconfigure the lane restrictions to allow for increased movement of vehicles to turn right (south) onto Temple City Boulevard. The Commission voted 5-0 to receive the report with no action recommended. Therefore, there will be no follow up to this meeting. cc: Donald Wagner Jeff Stewart U AGENDA ROSEMEAD TRAFFIC COMMISSION 8838 E. Valley Blvd., Rosemead, CA 91770 Regular Meeting May 4. 1995 Call to Order: 7:00 p.m. Roll Call: Commissioners Beezley, Larson, Knapp, Vice-Chairman Alarcon, Chairman Tirre Pledge of Allegiance: Commissioner Larson Invocation: Commissioner Knapp 1. APPROVAL OF MINUTES - Regular meeting of April 6, 1995. IL ORAL COMMUNICATIONS This is the time reserved for members of the audience to address the Commission on items not listed on the agenda (Maximum time per speaker is 3 minutes; total time allocated is 15 minutes). III. OLD BUSINESS A. IV. NEW BUSINESS A. EASTBOUND TRAFFIC LANES ON MARSHALL STREET AT TEMPLE CITY BOULEVARD/Request by Ms. Dolly Leong. V. STAFF REPORTS A. City Council Actions on Traffic Commission Items (4/25/95) VI. • COMMISSIONER REPORTS VII. ADJOURNMENT Thursday June 1,1995 at 7:00 p.m., Rosemead Council Chambers, 8838 E. Valley Boulevard, Rosemead, CA 91770. FWD ~ t` ROSEMEAD TRAFFIC COMMISSION MINUTES APRIL 6. 1995 A regular meeting of the Rosemead Traffic Commission was called to order by Chairman Tirre, at 7:00 p.m., in the Council Chambers, 8838 East Valley Boulevard, California 91770. ROLL CALL Present: Tirre, Beezley, Larson, Knapp, Alarcon Absent: None Staff Person: Administrative Asst. Holm Deputy City Engineer Itagaki Sheriff Liaison Miller CALL TO ORDER The Pledge to the Flag was delivered by Commissioner Knapp The Invocation was delivered by Vice-Chairman Alarcon I. APPROVAL OF MINUTES It was moved by Commissioner Knapp, seconded by commissioner Larson, and carried unanimously to approve the minutes for March 2, 1995. II. ORAL COMMUNICATIONS FROM THE AUDIENCE - None III. OLD BUSINESS A. PARKING RESTRICTIONS IN FRONT OF WILLIAMS SCHOOL (2444 NORTH DEL MAR AVENUE) Deputy Traffic Engineer Itagaki stated that staff met with Mr. Frank Busigin, principal of Williams School. This meeting took place on March 22, 1995, with Commissioner Larson also in attendance. The release times of the school were observed, it was then suggested to relocate the bus loading zone north of its present location. Mr. Busigin was concerned with having the students, wait for the bus at the proposed location. However, there would not be a change to the students current location to wait for the bus. Students will still wait for the bus in the large grassy area in front of the school. Mr. Busigin was in favor of moving the bus zone in front of the school's parking lot. RECOMMENDATION: Based on the discussions with Mr. Busigin and the past agenda reports on this subject, the following recommendations were made: 1. Extend the existing yellow curb northerly to the proposed red curb and remove the "Bus Zone" designation of the existing yellow curb. 2. Remove the "No Parking 7:00 a.m. -"5:00 p.m. Days" restriction in front of the Williams School. 3. Remove the green curb in front of the parking lot of Williams school and install 60 feet of yellow curb designated "Bus Zone" in its place with 20 feet of red curb adjacent to the "exit" driveway of the parking lot. 4. Extend existing red curb north of "entrance" driveway southerly to the "entrance" driveway (10 feet). Page 1 Commissioner Knapp commended Commissioner Larson and Joanne for going out there and working with the Principal. Vice-Chairman Alarcon recommended that we notify the school, so-they have an opportunity to inform the parents of the changes that are forthcoming. It was moved by Commissioner Knapp, seconded by commissioner Larson, and carried unanimously to approve the Traffic Engineer's recommendation. B. GUARDRAIL ON TEMPLE CITY BOULEVARD AT OLNEY STREET Deputy Traffic Engineer Itagaki stated that at the request of Commissioner Knapp, this request for guardrail on Temple City Boulevard at Olney Street is being re-evaluated. This request was first brought to on September 1, 1994. After this follow-up items on the subject we and November, 1994 meetings. The discussions was the denial of the guardrail by a 4 to 1 vote by the the Traffic Commission initial review, re placed on the October final outcome of these placement of the Commissioners. The conditions set forth in the September, 1994, agenda item are unchanged. Three additional accidents have been recorded in the City's accident history since the last analysis. The additional accident history identified in this report does not identify a consistent problem of "run-off-road" or "hit fixed object" accidents.' These types of accidents might reveal the need for guardrail. The intersection of Temple City Boulevard and Olney Street does not meet the guidelines set forth by the Caltrans' Traffic Manual for the installation of a guardrail. However, these are only guidelines and they may not be an appropriate evaluation for this location. Staff has reconsidered the installation of a guardrail at this location based on the following points: 1. The off-ramp from the westbound I-10 freeway is at a right-angle and guardrail exists on the curve with a 20 mph curve warning sign. Vehicle speeds from this ramp are estimated between 25 and 40 mph. 2. There are no similar ramp configurations in this City. Most ramps have full access (on/off and eastbound/westbound) to the freeway. There are other streets that cul-de-sac within an off-ramp; however, these streets are generally located away from the curve of the ramp. 3. This off-ramp leads directly into a residential area. Other locations access onto a wider roadway or commercial area. 4. There have been documented instances of vehicles "running-off" Temple City Boulevard onto Olney Street and into the yards of the adjacent residents. RECOMMENDATION: Based on these points, the installation of a guardrail on the westside of Temple City Boulevard at Olney Street was recommended. Page 2 \1 1 J Commissioner Larson inquired as to the cost of a guardrail. Deputy Traffic Engineer Itagaki stated that she was not sure of the price. Commissioner Larson feels Caltrans should donate some money towards the cost of the guardrail. Commissioner Knapp stated she is in favor of this recommendation, and was wondering if we could look into going back to the Caltrans and ask them about the trash buckets with sand in them to off-set the speed. Speaking before the Commission was: Victor Ruiz 9703 Olney Street Rosemead, California 91770 Mr. Ruiz stated he would appreciate a guardrail being installed at this location. It was moved by Commissioner Knapp, seconded by Vice-Chairman Alarcon, to approve the Traffic Engineer's recommendation, with direction to work with Caltrans. VOTE RESULTS: YES: Tirre, Beezley, Knapp, and Alarcon NOES: Larson ABSTAIN: None ABSENT: None Commissioner Larson stated that he wanted his "No" vote to reflect that he feels this might create further and or another problem. IV. NEW BUSINESS A. INSTALL A 4-WAY STOP AT THE INTERSECTION OF MARSHALL STREET AND ELLIS LANE Deputy Traffic Engineer Itagaki stated that this request was received from Councilman Taylor to evaluate the intersection of Marshall Street and Ellis Lane. Councilman Taylor is requesting the installation of a 4-way STOP at this location. A request for the installation of a 4-way STOP at the intersection of Marshall Street and Ellis Lane has been brought before the Traffic Commission in the past. It was the recommendation of the Deputy Traffic Engineer and moved by the Traffic Commission to deny the request for the installation of a 4-way STOP. Marshall Street is a 40 foot wide east/west local residential street. The prima facie speed limit is 25 mph. Ellis Lane is a 40 foot wide north/south local residential roadway. The posted speed limit on Ellis Lane is 30 mph. A 24-hour traffic volume count was conducted on the approaches to the intersection of Marshall Street and Ellis Lane. Pedestrians were not specifically counted at this intersection. However, it is noted that this is a school crossing location. The 1990 agenda item on this intersection identified up to 37 pedestrians crossing Ellis Lane during the peak period. Page 3 The accident history at this intersection was reviewed for the period from January 1, 1989 through September 30, 1994. This review revealed one reported accident during that period. The visibility on the approaches to this intersection was reviewed. An existing wooden fence on the northeast corner of the intersection limits visibility for southbound and westbound motorists. Other approaches to the intersection provide adequate visibility. Marshall Street and Ellis Lane revealed "No Parking Street Sweeping" posted for both roadways. In addition, a street light exists at the intersection The intersection of Marshall Street and Ellis Lane does not meet the requirements for the installation of a traffic signal. The recent accident history of this intersection identifies one right-angle accident occurring in 1990. The total traffic volume entering the intersection of Marshall Street and Ellis Lane is approximately 2,800 vehicles per day. The peak hour traffic volumes are significantly less than the 500 vehicles per hour for any 8 hours. The purpose of STOP controls is to assign right-of-way. The basic STOP control is typically assigned to the street with the least volume of traffic. At one time, that was probably the case at Marshall Street and Ellis Lane. However, traffic conditions have changed and the traffic volumes on both streets are almost equal - 56% on Ellis Lane and 44% on Marshall Street. With the traffic volumes being nearly equal, a 4-way STOP control is necessary at the intersection of Marshall Street and Ellis Lane for the rotation of right-of-way. This is further supported by field observations which indicate there is some hesitation in northbound and southbound traffic approaching the intersection. Motorists may be assuming there is a STOP associated with the existing yellow crosswalk on the north leg of Ellis Lane and thus slow down or stop causing confusion at the intersection. RECOMMENDATION: Based on the nearly equal traffic volumes on Marshall Street and Ellis Lane and the limited visibility for southbound and westbound motorists, the following recommendations were made: 1. Install STOP signs on Ellis Lane at Marshall Street with appropriated limit lines and pavement markings. 2. Remove the two "SLOW SCHOOL XING" pavement markings and attendant signs on Ellis Lane north and south of Marshall Street. It was moved by Commissioner Knapp, seconded by commissioner Larson, and carried unanimously to approve the Traffic Engineer's recommendation. With the addition to replace with "Stop Ahead" pavement markings on the north and south directions on Ellis Lane. B. REVIEW TRUCK PARKING RESTRICTIONS ON GARVEY AVENUE Deputy Traffic Engineer Itagaki stated that this request was received from Ms. Barnett of 8659 Garvey Avenue. Ms. Barnett indicates trucks are parking overnight on Garvey Avenue. These trucks often start their engines early in the morning disturbing the neighborhood. Page 4 Truck parking on Garvey Avenue seems to be a continuing complaint. It is often associated with the many automobile dealerships fronting the street. However, Ms. Barnett's specific complaint is with regards to truck parking overnight and starting their engines in the early morning hours. Currently, there are two basic parking restrictions on Garvey Avenue. In general, these restrictions are no parking during street sweeping and two hour parking during business hours. There is no posted restrictions on parking overnight on Garvey Avenue. Parking control officers are continually used on Garvey Avenue. These officers occasionally target trucks due to the number of complaints received. Rosemead Municipal Code (RMC) section 3313 does provide the City the means of prohibiting parking of wide vehicles on designated streets. This code is written as follows: "3313. PARKING OF WIDE VEHICLES - PROHIBITED ON DESIGNATED STREETS" A. Whenever the City Council, upon recommendation of the Traffic Commission, determines that traffic safety requires the prohibition of the parking of wide vehicles, no person shall park or leave standing any vehicle having a maximum width in excess of eighty (80) inches upon any street, except when necessary for the purpose of making pick-ups and deliveries of goods, wares and merchandise from or to any building or structure fronting upon any street, or for the delivery of building materials to a building site fronting on any street, only while actual loading or' unloading operations are in progress. Due to the nature of the request of Ms. Barnett, staff has no recommendation at this time. The options available to the Traffic Commission were: 1. Receive and file this agenda item; or 2. Provide specific direction to staff regarding additional study of truck parking on Garvey Avenue; or 3. Make a recommendation regarding this request. -Verbatim Dialogue- Speaking before the commission was: Peter Barnett 8659 Garvey Avenue Rosemead, California 91770 We're located between Burton and Bartlett. The frontage of the property is actually a mini-storage property, we live on the premises. The frontage of the property is approximately 250 feet in length, about half-way down there is a fire hydrant. The trucks that come have to come in the westerly direction, and of course they see the fire hydrant and park to the west of the fire hydrant. This park zone is immediately in front of our property, they also like to park there, because being with the residents they feel safer with the truck. Page 5 -Verbatim Dialogue- Con't Now, let me just put it to you what happened to the drivers. Number #1 they leave and they will go and eat at one of the restaurants, one will go east, one west. Sometimes they sit there and watch the ball games on T.V., could be for hours, sometimes with the truck running. It isn't just the starting of the engines that's the problem, the main problem is the refrigeration units that are on these vehicles. They make a tremendous noise, our bedroom windows are approximately 12 feet from the curb, these refrigeration units literally rattle the windows. We have called the police out on numerous occasions as they gentleman may be able to verify. We cannot get through the gate if we go out very often, we cannot not get back onto the property without vehicles. We cannot sleep, these vehicles will be there for hours and hours with these refrigeration units belching fumes into our bedroom. We took numbers off the truck, telephone numbers and called the owners of the vehicle, we've been very, very nice with these people, and ask would you please ask the driver to park somewhere else, because of the noise, the choking fumes. The answer is, what choke? This is not the kind of answer we expect, we expect a little bit of cooperation from these people. A number of things have happened, the final straw was last week, or probably the week before. When a truck with a refrigeration unit was parked in front of our property for approximately 6 hours, we could not sleep, we called, we called the police again, we realize the police have better things to do than continue to deal with traffic problems, we are told by the police that their hands are tied, there is not much they can do about it. At that point, six (6) hours after the truck was parked there, the driver returns to his truck, we explain the problem in a civilized manner. 'His answer was, he didn't disturb me, I've been to the motel sleeping for the night. At that point, luckily, nobody lost their temper, however, this man then exposed himself in front of my wife and urinated through our fence. This has been going on for a number of years, we've just reached the limit of our patience regarding these trucks. I know they have to park somewhere, we've now got the problem that they've decided that in front of our property it is now okay to unload the cars. Why at 3:00 in the morning in front of our property. I am going to ask a question to all of you, these vehicles when they park there and when there is no noise coming from them, when they turn the engine off, when the driver comes back he always makes an early start at 3:00 or 4:00 o'clock in the morning. Has anybody ever seen a truck driver get into the truck, start the engine, put it in gear and drive off? They don't do that, they never do, watch them. They sit there for 30 minutes with their engine running doing what they have to do before they leave. We've just reached the end of our patience. We respectfully ask that you recommend no parking on Garvey Avenue during the night periods. -End of Verbatim Dialogue- Page 6 Administrative Assistant Holm stated that the Commission could send a recommendation to the Council with your interpretation of this code and requesting enforcement, to see if they want to authorize traffic units to be cited trucks during the night. If this ordinance is not written the way you want it to be, then we could draft an ordinance in a different language to take to the Council. Chairman Tirre suggested that Mr. Barnett's dialogue be written verbatim and presented to the Council. Commissioner Knapp asked Mr. Barnett who are his next door neighbors. Mr. Barnett stated that to the west there is a marble workshop, to the east there is a small restaurant. Speaking before the commission was: Ann Barnett 8659 Garvey Avenue Rosemead, California 91770 Mrs. Barnett asked if the fire hydrant that is approximately 125 feet from their front gate, is it possible to make that a red curb. Commissioner Knapp suggested painting the curb red for an extension of 4 or 5 feet either way. It was moved by Commissioner Knapp, seconded by Chairman Tirre, and carried unanimously to post signs in the appropriate locations throughout the City for vehicles 80 inches wide not parking overnight, and to paint the curb red in front of the fire hydrant and on the driveway of their property, 8659 Garvey Avenue. V. STAFF REPORTS A. City Council Actions Administrative Assistant Holm stated that the City Council took action on the following items: 1. The red curb on the corner of Valley Boulevard and Temple City Boulevard near the Union 76 Station was approved and implemented. 2. The red curb on San Gabriel Boulevard near the shopping center at New and San Gabriel was also approved. B. Commissioner Workshop Administrative Assistant Holm informed the Commission of a Workshop on Saturday, April 22, 1995, at the Rosemead Sheraton, starting at 8:00 a.m. Anyone interested needs to let Carl know by Tuesday. VI. COMMISSIONER REPORTS Sheriff Liaison Miller gave an update as to the study on Garvey Avenue and River. VII. ADJOURNMENT There being no further business to come before the Commission, the meeting was adjourned at 8:10 p.m. Page 7 3y STAFF REPORT TO: HONORABLE CHAIRMAN AND MEMBERS ROSEMEAD TRAFFIC COMMISSION FROM: JOANNE ITAGAKI, DEPUTY TRAFFIC ENGINEER DATE: APRIL 25, 1995 RE: EASTBOUND TRAFFIC LANES ON MARSHALL STREET AT TEMPLE CITY BOULEVARD REQUEST A request was made by Ms. Dolly Leong, 9554 Ralph Street, at the March 2, 1995 Traffic Commission meeting. Ms. Leong indicated the eastbound traffic lanes of Marshall Street at Temple City Boulevard are not being efficiently used. She stated that car'q travelling straight delay the vehicles wanting to turn right. She felt this was an excessive delay because the majority of vehicles turn right. CONDITIONS Marshall Street is a 40 foot wide east/west local residential street. The intersection of Marshall Street and Temple City Boulevard is controlled by a traffic signal. Marshall Street is striped for one left turn lane and one through/right turn lane in the eastbound direction at Temple City Boulevard. The prima facie speed limit is 25 mph. Temple City Boulevard is a 63 foot wide north/south secondary arterial. It is striped for two lanes of traffic in each direction with left turn lanes at Marshall Street. The posted speed limit is 40 mph. Figure 1 depicts existing conditions. DATA The accident history at this intersection was reviewed for the period between January 1, 1991 and September 30, 1994. This review was specifically for accidents involving eastbound vehicles. The reported accident history revealed two accidents involving eastbound vehicles. These accidents are summarized below: Description Date Time Eastbound vehicle turning left broadsided a northbound vehicle proceeding straight (Right-of- Way Automobile). 2/15/93 5:15 PM Eastbound bicycle collided with a southbound vehicle proceeding straight (Right-of-Way Automobile). 5/3/93 7:55 PM TRAFFIC COMMISSION Page 2. Turning movement counts were taken in 1992 at this intersection during the AM and PM peak periods. This count was taken prior to the 1993 installation of the traffic signal. A summary of these counts is found in Figure 2 and the detailed counts are attached. A one hour count of eastbound traffic on Marshall Street at Temple City Boulevard from 8:00 - 9:00 AM was taken on March 22, 1995. This count revealed the following: 11 - Lefts 7 - Throughs 67 - Rights DISCUSSION Field review of the intersection of Marshall Street and Temple City Boulevard was made during the AM peak period. This review and the traffic counts confirm a higher volume of eastbound right turns on Marshall Street than through traffic. However, analysis of the 1995 counts reveals 7 vehicles travelling eastbound through the intersection during one hour. Translating this count to the highest 1992 through volume equals approximately 42 eastbound through vehicles during one hour. This is less than one vehicle arriving at the intersection per minute. With less than one eastbound through vehicle per minute arriving at the intersection, a significant delay to the right turning vehicles is not experienced. There may be times when the right turning vehicles queue, or line-up, behind the through vehicle. This delay, however, should be approximately 90 seconds (the cycle length of the traffic signal). It is recommended that no changes be made to the traffic lanes on Marshall Street at Temple City Boulevard. 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K i G CI O O P ry ~ N P (A V1 P ` v~ P J ~ M a O N .O N d o C A VI A N ~ J O A ~ ~ d w b v~ - .n Z J u ~ 8 O b P d N ~ ~ P N N u' L J P 1 J P Ih 1/~ c N N a d 2 M O N O b M Gl N N of ~ J L M p C P w ut r d ~ 2 O J d A O J J A ~ 8 Y P v~ P A P J P d < U 0 0 0 ~ w a o 0 0 0 0 w a a Y 6 a a a a < a K 2 N N a A A A A A P S O ~ u t u t u L y q N N ~ LL O W O 3 O W O 3 2 V1 2 fA o `o Q Site Code : 00000001 PAGE: 1 N•S Street: Temple City Blvd FILE: tc•mar2 ' Street: Marshall St ner Movements by: Primary DATE: 7/08/92 SOU t'hf®GuA7 10 WES _ _ _ .tB66 AID NClRr"OUAID ER5'fB0u1JD Time Fran North From East Fr om South Fr om West Vehicle Begin RT THRU _ LT RT THRU LT RT THRU LT FIT THRU LT Total 4:00 PM 0 133 0 4 0 0 1 128 16 B 2 1 293 4:15 0 101 3 0 1 1 0 123 7 10 2 0 248 4:30 2 187 2 1 1 1 2 122 6 16 3 1 344 4:45 2 128 0 1 0 0 2 143 15 14 1 1 307 HR TOTAL 4 549 5 6 2 2 5 516 44 48 8 3 1192 5:00 PM 4 149 2 4 0 0 1 159 14 8 4 1 346 5:15 1 146 3 1 1 0 1 148 11 8 2 2 324 5:30 0 120 5 2 0 0 0 141 6 17 1 3 295 5:45 0 132 2 2 0 3 1 121 11 12 5 3 292 HR TOTAL 5 547 12 9 1 3 3 569 42 45 12 9 1257 DAY TOTAL 9 1096 17 15 3 5 8 1085 86 93 20 12 2449 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES PERCENTS FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:30 PM 0.82 9 610 7 626 1 97 1 East 5:00 PM 0.65 9 1 3 13 69 8 23 South 4:45 PM 0.92 4 591 46 641 1 92 7 West 5:00 PM 0.79 45 12 9 66 68 18 14 Entire Intersection North 4:30 PM 0.82 9 610 7 626 1 97 1 East 0.63 7 2 1 10 70 20 10 South 0.90 6 572 46 624 1 92 7 West 0.76 46 10 15 61 75 16 8