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CC - Item 4L - Approval of Traffic Improvements along Fern Avenue, between Del Mar Avenue and New AvenueROSEMEAD CITY COUNCIL STAFF REPORT TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: BEN KIM, CITY MANAGER DATE: DECEMBER 10, 2024 SUBJECT: APPROVAL OF TRAFFIC IMPROVEMENTS ALONG FERN AVENUE, BETWEEN DEL MAR AVENUE AND NEW AVENUE SUMMARY At the November 7, 2024, Traffic Commission Meeting, staff presented recommendations and options for traffic improvements along Fern Avenue between Del Mar Avenue and New Avenue. After a thorough review of existing field and traffic conditions and per the guidelines in the California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), it was determined that the segment of Fern Avenue adjacent to the school frontage of Arlene Bitely Elementary does not meet the minimum requirements for the installation of a midblock crosswalk. While it was observed that some pedestrians are crossing in the area, there were not enough student age pedestrians crossing Fern Avenue midblock to warrant the installation of a crosswalk at this time. However, it was determined that Fern Avenue, from New Avenue to Del Mar Avenue would benefit from the installation of various traffic calming measures around Arlene Bitely Elementary school such as new signage and striping. It was also determined that the segment of Fern Avenue between New Avenue and Jackson Avenue may qualify for speed humps, but it was not considered in the recommendations as there is not an official speed hump policy for the City. The Traffic Commission approved the staff recommendations for the area as shown on the "Installation Exhibit" in Attachment B. Public Works Field Services staff will complete all the recommended items. ANALYSIS The City of Rosemead has received both a resident request and Garvey School District Parent- Teacher Association request for a traffic review of Fern Avenue, between New Avenue and Del Mar Avenue. The resident reported that vehicles tend to speed along this segment of Fern Avenue and is requesting the installation of Speed Humps. The Garvey School District Parent-Teacher Association reported speeding and requested the installation of speed humps, traffic officer enforcement, and a midblock crosswalk. In response to this request and on behalf of the City, AGENDA ITEM 4.1, City Council Special Meeting December 10, 2024 Page 2 of 12 engineering staff has completed a traffic review of this segment of Fern Avenue. The traffic review included a review of existing conditions, 3 -years of available collision data, Average Daily Traffic (ADT) counts, 24-hour speed survey, and areview of existing conditions along the segment of Fern Avenue between New Avenue and Del Mar Avenue. Existing Conditions: Fern Avenue is an east/west street, that is classified as a Local Road per the California Road System Functional Classification by Caltrans. The roadway is approximately 36 -feet wide with one lane of travel in each direction, with no marked center line. Parking is permitted along both sides of the street except on street sweeping days, and in areas marked with red curb. Street sweeping days are on Monday from 6 AM to 11 AM, for the north side of the street, and on Monday from 8 AM to 12 PM, for the south side of the street along Fem Avenue. Land use along this segment of Fern Avenue consists of single-family residential housing and runs parallel to Arlene Bitely Elementary School. New Avenue is a north/south street, that is considered a Minor Arterial Road per the California Road System Functional Classification by Caltrans. New Avenue serves as the dividing line between the City of Monterey Park and the City of Rosemead. West of New Avenue is under jurisdiction of the City of Monterey Park, while east of New Avenue is part of the City of Rosemead. New Avenue has a posted speed limit of 35 MPH and is approximately 56 -feet wide. New Avenue has one lane of travel in each direction and is divided by a single dashed yellow centerline. Parking is allowed on both sides of the road except during street sweeping days and in areas marked with red curb. Street sweeping days are on Wednesdays from 12PM to 4PM for the west side of the street, and on Wednesdays from 8AM to 12PM for the east side of the street. Parking is also prohibited for vehicles over 6 -feet tall. Land use along this section of New Avenue consists of single-family residential housing and apartment complexes. Del Mar Avenue is a north/south street, considered as a Minor Arterial road per the California Road System Functional Classification by Caltrans. Del Mar Avenue has a posted speed limit of 35 MPH and is approximately 48 -feet wide, with one lane of travel in each direction divided by a single dashed yellow centerline. Parking is allowed on both sides of Del Mar Avenue except during street sweeping days, and in areas marked with red curb. Street sweeping days take place on Mondays from 6 AM to 10 AM for both sides of the street. Land use along this area of Del Mar Avenue consist of single-family residential homes, a commercial area north of the intersection with Fern Avenue and is nearby a few schools in the area. The intersection between Fern Avenue and Del Mar Avenue is a minor stop -controlled T -intersection and has a stop sign posted on the east leg of the intersection on Fern Avenue. There is also an uncontrolled pedestrian crosswalk on City Council Special Meeting December 10, 2024 Page 3 of 12 the north leg of the intersection along Del Mar Avenue at Fern Avenue. There are flashing pedestrian crossing signs at the crosswalk Jackson Avenue is a north/south street, that is classified as a Major Collector Road, per the California Road System Functional Classification by Caltrans. Jackson Avenue has a posted speed limit of 30 MPH and is approximately 36 -feet wide. Jackson Avenue has one lane of travel in each direction, and is divided by a single dashed yellow centerline. Parking is allowed on both sides of the road except during street sweeping days, and in areas marked with red curb. Street sweeping days are on Mondays from 8AM to 12PM for the west side of the street, and on Mondays from 6AM to I OAM for the east side of the street. The intersection of Jackson Avenue and Fern Avenue is All -Way Stop controlled and has yellow ladder crosswalks marked on all four legs of the intersection. The land use along this area of Jackson Avenue consists of single-family residential housing and runs parallel to two schools in the area. Jackson Avenue parallels the east side of Arlene Bitely Elementary School, which is located on the northwest corner of the intersection with Fern Avenue. Jackson Avenue also parallels the west side of Richard Garvey Intermediate School, which is located at the northeast corner of the intersection at Jackson Avenue and Newmark Avenue. Egley Avenue is an east/west street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Egley Avenue has a posted school speed limit of 25 MPH. Egley Avenue is approximately 35 -feet wide and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Egley Avenue runs parallel to Arlene Bitely Elementary School and is located on the north side of the school. There are also single-family residential houses around Egley Avenue. Dequine Avenue is a north/south street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Dequine Avenue has a prima facie speed limit of 25 MPH. Dequine Avenue is approximately 35 -feet wide and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Dequine Avenue is adjacent to single-family residential houses and is north of Arlene Bitely Elementary School. Prospect Avenue is a north/south street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Prospect Avenue has a prima facie speed limit of 25 MPH. Prospect Avenue is approximately 35 -feet wide and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Prospect Avenue is adjacent to single-family residential houses and is north of Arlene Bitely Elementary School. City Council Special Meeting December 10, 2024 Page 4 of 12 Arlene Bitely Elementary School: Within the City of Rosemead, Arelene Bitely Elementary School is located along the north side of Fern Avenue, west of the intersection at Jackson Avenue. The school serves approximately 534 students from kindergarten to 6th grade. The onsite pick up and drop off areas for Bitely Elementary are located midblock along Fern Avenue. The regular bell schedules for students at Arlene Bitely Elementary School are as follows: Monday through Friday — Start time: 8:15 am; End Time: 2:35 pm for all students, with an early dismissal on Wednesdays at 1:35pm. The main entrance of Bitely Elementary School is located Midblock along Fern Avenue, between New Avenue and Jackson Avenue. Richard Garvey Intermediate School: Richard Garvey Intermediate School is located on the east side of Jackson Avenue, north of the intersection with Newmark Avenue. The student population is approximately 631 students, serving students from 7th and 8th grade. Student age groups range from 11-13 years old. The regular bell schedules for students at Garvey Intermediate School are as follows: Monday through Friday — Start time: 8:00 am; End Time: 2:28 pm for all students. The main entrance of Garvey Intermediate is located Midblock along Jackson Avenue, between Garvey Avenue and Newmark Avenue. Field Investigation: A field investigation was conducted along Fem Avenue, between New Avenue and Del Mar Avenue, on Thursday, October 10, 2024. This investigation included site observations, as well as pedestrian counts during school drop off and pickup along Fern Avenue. As part of the review for Fern Avenue along Arlene Bitely Elementary School, a field observation was conducted during school drop off and pickup from 7:45AM-8:45AM, and from 2:OOPM-3:OOPM. Due to the request of a midblock crosswalk along Fern Avenue, it was determined that counts be conducted at the existing crosswalks around Arlene Bitely Elementary School, as well as the request location, to determine the number of pedestrians currently using the existing crosswalks in the area. Pedestrian Counts Pedestrian counts were collected during school drop off and pick up times on Thursday, October 10, from 7:45AM-8:45AM, and from 2:OOPM-3:OOPM, at the following locations: School frontage at Arlene Bitely Elementary School (Table 4), Jackson Avenue & Fern Avenue (Table 5), Egley Avenue & Dequine Avenue (Table 6), Egley Avenue & Prospect Avenue (Table 7), and Egley Avenue & Jackson Avenue (Table 8). It was observed that very few pedestrians used the existing uncontrolled crosswalks at Egley Avenue and Dequine Avenue, as well as at Egley Avenue and Prospect Avenue. Additional pedestrian counts were conducted on Tuesday, October 8, 2024, for all pedestrians who crossed the legs of the intersection of Jackson Avenue and Fern Avenue. The City Council Special Meeting December 10, 2024 Page 5 of 12 counts were taken during the hours of 7:OOAM-9:OOAM, 1:00PM-3:00PM, and 4:OOPM-6:OOPM. Table 9 shows the number of pedestrians crossing the studied area hourly. Table 4: Pedestrian Counts along Fem Avenue, at Arlene likely Dementary School 110/30/20241 Time Time Location, eau of Pxking lnt Fsht location, west of Parking Lot Exit West Leg School Age Peds Adult Peds School Age Peds Adult Pods 7:45AM-8--WAM 0 0 12 11 S.fl0AM-8:15AM 0 0 20 15 8:15AM430AM 0 0 S 7 830AM-8:45AM 0 0 0 0 2:OOPM-2:15PM 0 0 2 4 2:15PM-2:30PM 0 0 g 4 2:30PM-2:45PM 14 17 18 18 2:45PM-3:ODPM 0 2 4 5 TOTAL PEDS 14 ]9 69 64 Table 5: Pedestrian Counts at Fern Avenue and Jackson Avenue (10/10/2024) Time North Leg South LegEast Leg West Leg School Age Peds Adult Peds School Age Peds Adult Peds School Age Adult Peds Peds School Age Peds Adult Peds 7:45AM4:00AM 5 4 8 5 5 4 2 2 B:OOAM415AM 10 6 3 2 9 15 4 2 8:15AM4:30AM 1 3 1 4 1 1 0 2 830AM4:4SAM 1 2 2 1 1 0 1 1 2:OOPM-2:15PM 0 0 1 2 1 1 1 1 2:15PM-2:30PM 0 3 0 2 0 2 0 2 230PM-2:4SPM 9 8 13 1 12 SO 0 0 2:45PM3:OOPM 4 3 5 1 SO 3 0 0 TOTALPEDS 30 29 33 18 39 36 8 10 City Council Special Meeting December 10, 2024 Page 6 of 12 Table 6: Pedestrian Counts at Egley Avenue and Oequine Avenue (10/10/2024) Time North leg Time North leg East leg Wes[ Leg West Leg School Age Peds Aduk Peds School Age Peds Aduk Peds I School PedAlp Aduk Peds 7:45AM-B.OAM 0 0 0 0 1 3 S:OOAM-8:15AM 2 1 0 0 1 4 8:15AM-830AM 0 0 0 0 0 0 8:30AM-8:45AM 0 0 0 0 1 0 2.00PM-2:15PM 1 1 0 0 0 0 2:15PM-2:30PM 2:30PM-2:45PM 0 0 1 1 ..--�.. _- 0 _o 0 1 0 0 0 245PM-3OOPM O 0 0 0 0 0 TOTAL PERS 4 3 0 0 4 7 Table 7: Pedestrian Counts at Egley Avenue and Prospect Avenue (10/10/2024) Time North leg Tune North Leg 7:45AM-8OOAM East Leg West Leg School Age Peds Adult Peds School Age Peds Adult Peds School Age Peds Adult Peds 7:45AM-8-OOAM 1 0 2 2 0 0 8OOAM-8:I5AM 1 0 0 0 0 0 815AM$:30AM 2 2 O 0 O O 830AM-11ASAM 0 0 0 0 O 0 270OPM-2:15PM 0 O 0 0 2 1 215PM-230PM 0 0 0 0 0 0 230PM-2:45PM 2 1 2 1 0 0 2:45PM-3OOPM 0 0 2 0 0 0 TOTAL PEDS 6 3 6 3 2 1 Table 8: Pedestrian Counts at Egley Avenue and Jackson Avenue (10/10/2024( Time North leg South Leg West Leg 7:45AM-8OOAM 7 41 4 H:OOAM-8:15AM 0 14 g 8:15AM-8:30AM 1 2 2 830AM-8:45AM 0 0 2 2:OOPM-2:15PM 0 O 3 2:15PM-2:30PM 0 6 6 230PM-2:45PM 5 [; 60 15 2:45PM-3.00PM 0 32 14 TOTAL PERS 155 52 City Council Special Meeting December 10, 2024 Page 7 of 12 able 9: Pedestrian Counts at Fern Avenue and Jackson Avenue (10/8/2024) Time North Leg South Leg Fast g West Leg School AgeAdftPad� School Age Peds Peds Ado Peds School Age Adutt Peds Peds School Age Adult Peds Peds 71OAM-6:00AM M 10 3 3 0 it 12 6 8.90AM-9:00AM S 11 1 6 0 10 3 8 1:OOPM-2:OOPM 0 1 0 4 O 10 0 2 2AOPW3:OOPM is 31 O 3 4 26 1 22 4�0PM-S:OOPM 0 1 1 1 3 3 1 7 S90PM-6:00PM 0 6 3 7 O 6 7 16 TOTALPEDS 38 60 • U 7 66 24 61 The installation of a midblock crosswalk typically occurs where there is shown to be significant pedestrian desire and need. Uncontrolled crosswalks are marked crosswalks with no traffic control device and is not recommended unless there is significant need and accompanied with other measures to alert drivers to pedestrians crossing. Consideration of a pedestrian crosswalk depends heavily on intensity of pedestrian activity at the location such as a high volume of pedestrians crossing, no other crossing options within a walkable distance, and the vehicular speed along the route. The CAMUTCD Section 313.18 states Mid -block pedestrian crossings are generally unexpected by the motorist and should be discouraged unless, in the opinion of the engineer, there is strong justification in favor of such installation. Particular attention should be given to roadways with two or more traffic lanes in one direction as a pedestrian may be hidden from view by a vehicle yielding the right-of-way to a pedestrian. Vehicle Movement Observations Observations were conducted at the school frontage of Arlene Bitely Elementary School. During school drop off and pickup, it was observed that most of the students were being dropped off on the north side of Fern Avenue, by parents either utilizing the onsite drop off/pickup area, or parents parking on the north side of the street and walking their student(s) to the front of the school. However, there were some issues observed with westbound traffic. As westbound vehicles were approaching Arlene Bitely Elementary School, it was observed that some parents would park, jaywalk with their students across the street, and then complete U -Turns in the middle of the street after student drop off/pickup. The U -Turns caused several stops in the flow of traffic. Average Daily Tra Jc (ADT) As part of the engineering review Average Daily Traffic (ADT) data was obtained. Counts taken on Tuesday, September 24, 2024, along Fern Avenue west of Del Mar Avenue, and along Fem Avenue east of New Avenue. A summary of ADT data is shown in Table 2. City Council Special Meeting December 10, 2024 Page 8 of 12 Table 2: Average Daily Traffic (ADT) location Vehicles per Day (vPd1 Vehr ks per Day (vpd) Vehirks per Day (vpd7 Posted limit MPH 912412024 912412024 912412024 Fern Avenue E/O New Avenue EB/WB Fern Avenue W/O Del Mar EB WB TOTAL Avenue 374 605 979 Fern Avenue E/O New Avenue EB WB TOTAL 602 694 1,296 Speed Survey To assess the speed at which vehicles are traveling along Fern Avenue, speed samples were taken along the segment. A 24-hour speed sample was taken on Tuesday, September 24, 2024, along Fern Avenue west of Del Mar Avenue and along Fern Avenue east of New Avenue. The 85th percentile speed of vehicles traveling along Fern Avenue west of Del Mar Avenue, and east of New Avenue was found to be 33 MPH, along both segments. This means that 85 percent of the vehicles sampled are traveling at 33 MPH or below, which is slightly above the posted school speed limit of 25 MPH. Table 3 below shows a summary of the speed survey taken on September 24, 2024. able 3: Speed Survey at Fern Avenue (9/24/24) Location Dr. of Date/rime of 8591eile Speed Posted limit MPH Tavel Survey Fern Avenue E/O New Avenue EB/WB 24-hour 33 25 MPH Fern Avenue W/O Del Mar Avenue EB/WB 24-hour 33 25 MPH After a thorough review of existing field and traffic conditions and per the guidelines in the California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), it was determined that the segment of Fern Avenue adjacent to the school frontage of Arlene Bitely Elementary does not meet the minimum requirements for the installation of a midblock crosswalk and that the segment of Fern Avenue between New Avenue and Jackson Avenue may be eligible for speed humps if an official speed hump policy were to be adopted by the City Council. While it was observed that some pedestrians are crossing in the area, there were not enough student age pedestrians crossing Fern Avenue midblock to warrant the installation of a crosswalk at this time. City Council Special Meeting December 10, 2024 Page 9 of 12 It is also important to note that there is an onsite drop off and pickup zone for students attending Arlene Bitely Elementary, and it was observed that the majority of the students utilized this drop off area or were dropped off on the north side of Fern Avenue next to the school frontage. Another issue that was observed during the field review was vehicles double parking in the middle of the travel lanes to let students out for school drop off. To help mitigate this, it is recommended that the City put together a pamphlet, educating parents on the importance of using crosswalks, and distribute the information in coordination with school officials. By providing more education about the drop off and pickup zones around the school, it may help mitigate the number of pedestrians crossing midblock during school drop-off and pickup in the morning and afternoon. It is also recommended that in order to prevent vehicles from performing U-turns along Fern Avenue at Arlene Bitely Elementary School, some "No U -Turn" signs may be installed to discourage drivers from performing midblock U-turns in the area. When a field review was conducted at Arlene Bitely Elementary School, it was observed that several vehicles were making U-turns in the middle of the street on the west side of the school zone, and causing backups of traffic along Fern Avenue. Installing signage may help discourage drivers from making U-turns in this area. Speed humps are also not being considered for installation along Fern Avenue at this time, as there is not an official speed hump policy for the City of Rosemead. However, if the City would like to revisit this segment in the fixture for speed hump installation, the segment of Fern Avenue between New Avenue and Jackson Avenue may qualify for speed humps. At this time, Fern Avenue between New Avenue and Del Mar Avenue qualifies for the installation of additional traffic calming measures. The following improvements were recommended by staff and approved by Traffic Commission: 1. INSTALL STOP AHEAD WARNING SIGN (W3 —1): Install Stop Ahead Warning Sign (W3-1) for all directions of traffic approaching the intersection of Fern Avenue and Jackson Avenue: a. Install new Stop Ahead Signage (W3-1) for eastbound and westbound traffic along the north side and the south side of Fern Avenue, approximately 150-11 west of Jackson Avenue, and approximately 230 -ft east of Jackson Avenue. b. Install new Stop Ahead Signage (W3-1) for northbound and southbound traffic along the east side and the west side of Jackson Avenue, approximately 180 -ft north of Fern Avenue, and approximately 180 -ft south of Fern Avenue. City Council Special Meeting December 10, 2024 Page 10 of 12 2. INSTALL STOP AHEAD PAVEMENT LEGEND: Install "Stop Ahead" Pavement legends adjacent to the new Stop Ahead Signage along Fern Avenue and Jackson Avenue for all directions of traffic, approaching the intersection of Fern Avenue and Jackson Avenue. 3. INSTALL GALL -WAY" PLAQUE (R1 -3P) & RED REFLECTIVE STRIP: Install "All -Way" Plaque (RI -3P) and Red Reflective Strip beneath all four existing stop signs at the intersection of Fern Avenue and Jackson Avenue. 4. REMOVE SCHOOL SPEED LIMIT SIGNS (SR4 — 1(CA)) AND REPLACE WITH 25 MPH SPEED LIMIT SIGN (112-1): Remove faded School Speed Limit signs (SR4—1(CA)) and replace with new 25 MPH Speed Limit Sign (R2-1) located on the south side of Fern Avenue, approximately 70-11 east of the intersection with New Avenue for eastbound traffic. Install "25" Pavement Legend adjacent to the new sign. 5. REMOVE SCHOOL SPEED LIMIT SIGN (SR4—1(CA)) AND REPLACE WITH NEW SCHOOL ZONE SIGN (SW24-1): Remove faded School Speed Limit signs (SR4 —1(CA)) and replace with new retroreflective School Zone signs (SW24-1) located on the north side of Fern Avenue, approximately 45 -ft west of the intersection with Jackson Avenue for westbound traffic. 6. INSTALL SPEED LIMIT SIGN (R2 — 1): Install "25" Speed Limits Sign (R2 — 1) along the north side of Fern Avenue, approximately 260 -ft west of Del Mar Avenue. Install "25" Pavement Legend adjacent to the new sign. 7. INSTALL 50 -FEET OF DOUBLE YELLOW CENTERLINE AT THE INTERSECTION OF FERN AVENUE AND JACKSON, 200 -FEET TOTAL. INSTALL YELLOW DASHED CENTERLINE ON FERN AVENUE ALONG THE SEGEMENT: Install approximately 2,265 -ft of yellow dashed centerline along Fern Avenue, between Del Mar Avenue and New Avenue. a. Install yellow dashed centerline along Fern Avenue between Del Mar Avenue and Jackson Avenue, approximately 1,125 -ft of centerline. b. Install yellow dashed centerline along Fern Avenue between Jackson Avenue and New Avenue, approximately 1,140 -ft of centerline. 8. INSTALL NEW SCHOOL ZONE SIGN (SW24-1): Install new School Zone Sign (SW24-1) located on the south side of Fern Avenue, approximately 425 -ft east of the intersection with New Avenue for eastbound traffic. City Council Special Meeting December 10, 2024 Page 11 of 12 9. INSTALL "NO U-TURN" SIGNAGE (R3-4): Install "No U -Turn" Signage (R3-4) along Fern Avenue between the Arlene Bitely driveway entrance and the west border of the school for Arlene Bitely Elementary School. 10. INSTALL "NO STUDENT DROP OFF/PICK UP" SIGN: Install "No Student Drop Off/Pick Up" Sign along the south side of Fern Avenue, near the school driveway exit for Arlene Bitely Elementary School. These signs will be installed beneath the new "NO U- TURN" Signs on the south side of Fern Avenue, to alert drivers that school drop off/pick up should not occur on the south side of Fern Avenue. 11. REMOVE AND REPLACE NO LEFT TURN/RIGHT TURN ONLY SIGN WITH NEW SIGNAGE: Remove and replace exiting "No Left Turn/Right Turn Only" Sign with new "No Left Turn" Sign (R3-5), and install a new "Right Turn Only" Sign (R3- 5) at the northwest corner of the exit driveway at Fern Avenue. 12. INSTALL "CROSS TRAFFIC DOES NOT STOP" PLAQUE (W4 -4P): Install "Cross Traffic Does Not Stop" Plaque (W4 -4P) beneath the existing stop sign at the intersection of Fern Avenue and New Avenue. 13. REMOVE AND REPLACE FADED SCHOOL CROSSING SIGNAGE WITH NEW SCHOOL CROSSING SIGNAGE (SW24-2): Remove and Replace faded School Crossing Signage with New School Crossing Signage (SW24-2) at the intersections of Egley Avenue at Dequine Avenue, and Egley Avenue at Prospect Avenue. 14. REMOVE AND REPLACE FADED SCHOOL CROSSING AHEAD SIGNAGE WITH NEW SCHOOL CROSSING AHEAD SIGNAGE (SW24-3): Remove and Replace faded School Crossing Ahead Signage with New School Crossing Ahead Signage (SW24-3) for the eastbound and westbound approaches of both intersections of Egley Avenue and Dequine Avenue, and Egley Avenue and Prospect Avenue. 15. REFRESH FADED YELLOW LADDER CROSSWALKS: Refresh faded yellow ladder crosswalks at the intersections of Egley Avenue and Dequine Avenue, and Egley Avenue and Prospect Avenue. STAFF RECOMMENDATION Staff recommends that the City Council authorize the approval of the Traffic Commission recommendations for traffic calming measures along Fern Avenue between Del Mar Avenue and New Avenue. City Council Special Meeting December 10, 2024 Page 12 of 12 FINANCIAL IMPACT The City of Rosemead Public Works Field Services Division will complete the recommended items utilizing approved Fiscal Year 2024-2025 Traffic Signs and Markers available funds in account 201-3010-5660. All recommended items will be performed by in-house staff. If necessary, additional materials and supplies may be purchased at a minimal expense to complete the tasks. ENVIRONMENTAL REVIEW The proposed work involves the maintenance and minor alteration of existing public infrastructure; therefore, the project is Class 1 Categorically Exempt pursuant to the California Environmental Quality Act (CEQA). STRATEGIC PLAN IMPACT The project is consistent with the City of Rosemead's Strategic Plan Goal C - Infrastructure and Facilities, which is to enhance streets, sidewalks, and public infrastructure; coordinate with relevant utility agencies regarding safety and enhancements; and modernize facilities by expanding the use of wireless network technology and renewable energy. PUBLIC NOTICE PROCESS This item has been noticed through the regular agenda notification process. Prepared by: — � 0 k� _"'11 Danielle Garcia lic Works Fiscal and Project Manager Submitted Attachment A: November 7, 2024, Traffic Commission Staff Report Attachment B: Installation Exhibit Attachment A Traffic Commission Staff Report Dated November 7, 2024 ROSEMEAD TRAFFIC COMMISSION TO: TRAFFIC COMMISSION FROM: DIRECTOR OF PUBLIC WORKS DATE: NOVEMBER 7, 2024 STAFF REPORT SUBJECT: TRAFFIC CALMING REVIEW ALONG FERN AVENUE, BETWEEN DEL MAR AVENUE AND NEW AVENUE SUMMARY On behalf of the City of Rosemead, engineering staff has completed a traffic calming review, as well as recommended appropriate improvements at the location of Fern Avenue between Del Mar Avenue and New Avenue. The City of Rosemead has received a resident request for a traffic review of Fern Avenue, between New Avenue and Del Mar Avenue. The resident reported that vehicles tend to speed along this segment of Fem Avenue and is requesting the installation of Speed Humps. In response to this request and on behalf of the City, engineering staff has completed a traffic review of this segment of Fern Avenue. The traffic review included a review of existing conditions, 3 -years of available collision data, Average Daily Traffic (ADT) counts, 24-hour speed survey, and a review of existing conditions along the segment of Fern Avenue between New Avenue and Del Mar Avenue ANALYSIS The traffic review included an analysis of the existing roadway conditions, a field review, and a review of approximately 3 -years of available collision data. Existing Conditions: Fern Avenue is an east/west street, that is classified as a Local Road per the California Road System Functional Classification by Caltrans. The roadway is approximately 36 -feet wide with one lane of travel in each direction, with no marked center line. Parking is permitted along both sides of the street except on street sweeping days, and in areas marked with red curb. Street sweeping days are on Monday from 6 AM to 11 AM, for the north side of the street, and on Monday City Traffic Commission Meeting November 2, 2023 Page 2 of 6 from 8 AM to 12 PM, for the south side of the street along Fern Avenue. Land use along this segment of Fem Avenue consists of single-family residential housing, and runs parallel to Arlene Bitely Elementary School New Avenue is a north/south street, that is considered a Minor Arterial Road per the California Road System Functional Classification by Caltrans. New Avenue serves as the dividing line between the City of Monterey Park and the City of Rosemead. West of New Avenue is under jurisdiction of the City of Monterey Park, while east of New Avenue is part of the City of Rosemead. New Avenue has a posted speed limit of 35 MPH, and is approximately 56 -feet wide. New Avenue has one lane of travel in each direction, and is divided by a single dashed yellow centerline. Parking is allowed on both sides of the road except during street sweeping days and in areas marked with red curb. Street sweeping days are on Wednesdays from 12PM to 4PM for the west side of the street, and on Wednesdays from 8AM to 12PM for the east side of the street. Parking is also prohibited for vehicles over 6 -feet tall. Land use along this section of New Avenue consists of single-family residential housing and apartment complexes. Del Mar Avenue is a north/south street, considered as a Minor Arterial road per the California Road System Functional Classification by Caltrans. Del Mar Avenue has a posted speed limit of 35 MPH and is approximately 48 -feet wide, with one lane of travel in each direction divided by a single dashed yellow centerline. Parking is allowed on both sides of Del Mar Avenue except during street sweeping days, and in areas marked with red curb. Street sweeping days take place on Mondays from 6 AM to 10 AM for both sides of the street. Land use along this area of Del Mar Avenue consist of single-family residential homes, a commercial area north of the intersection with Fern Avenue, and is nearby a few schools in the area. The intersection between Fem Avenue and Del Mar Avenue is a minor stop -controlled T -intersection, and has a stop sign posted on the east leg of the intersection on Fem Avenue. There is also an uncontrolled pedestrian crosswalk on the north leg of the intersection along Del Mar Avenue at Fern Avenue. There are flashing pedestrian crossing signs at the crosswalk Jackson Avenue is a north/south street, that classified as a Major Collector Road, per the California Road System Functional Classification by Caltrans. Jackson Avenue has a posted speed limit of 30 MPH and is approximately 36 -feet wide. Jackson Avenue has one lane of travel in each direction, and is divided by a single dashed yellow centerline. Parking is allowed on both sides of the road except during street sweeping days, and in areas marked with red curb. Street sweeping days are on Mondays from 8AM to 12PM for the west side of the street, and on Mondays from 6AM to I OAM for the east side of the street. The intersection of Jackson Avenue and Fem Avenue is All -Way Stop controlled, and has yellow ladder crosswalks marked on all four legs of the intersection. The land use along this area of Jackson Avenue Avenue consists of single-family residential housing, and runs parallel to two schools in the area. Jackson Avenue parallels the east City Traffic Commission Meeting November 2, 2023 Page 3 of 6 side of Arlene Bitely Elementary School, which is located on the northwest corner of the intersection with Fern Avenue. Jackson Avenue also parallels the west side of Richard Garvey Intermediate School, which is located at the northeast corner of the intersection at Jackson Avenue and Newmark Avenue. Egley Avenue is an east/west street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Egley Avenue has a posted school speed limit of 25 MPH. Egley Avenue is approximately 35 -feet wide, and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Egley Avenue runs parallel to Arlene Bitely Elementary School, and is located on the north side of the school. There are also single-family residential houses around Egley Avenue. Dequine Avenue is a north/south street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Dequine Avenue has a prima facie speed limit of 25 MPH. Dequine Avenue is approximately 35 -feet wide, and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Dequine Avenue is adjacent to single-family residential houses, and is north of Arlene Bitely Elementary School. Prospect Avenue is a north/south street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Prospect Avenue has a prima facie speed limit of 25 MPH. Prospect Avenue is approximately 35 -feet wide, and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Prospect Avenue is adjacent to single-family residential houses, and is north of Arlene Bitely Elementary School STAFF RECOMMENDATION After a thorough review of existing traffic conditions and per the California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on the traffic review and engineering judgement, it was determined that Fern Avenue, from New Avenue to Del Mar Avenue does not meet the minimum requirements for the installation of a midblock crosswalk. Due to the number of pedestrians crossing midblock, as well as the presence of an onsite drop off and pickup zone, a midblock crosswalk is not recommended for installation at this time. However, the street does qualify for the installation of other traffic calming measures. Although the residents asked for speed hump installation at this location, speed humps cannot be considered at this time without official review and approval by City Council. At this time, we cannot recommend the installation of speed humps, as an official speed hump policy has not yet been adopted by the City. City Traffic Commission Meeting November 2, 2023 Page 4 of 6 Please refer to the Installation Exhibit in Attachment A for a conceptual exhibit representation of the proposed recommendations. These improvements include: 1. INSTALL STOP AHEAD WARNING SIGN (W3 — 1): Install Stop Ahead Warning Sign (W3-1) for all directions of traffic approaching the intersection of Fern Avenue and Jackson Avenue: a. Install new Stop Ahead Signage (W3-1) for eastbound and westbound traffic along the north side and the south side of Fern Avenue, approximately 150 -ft west of Jackson Avenue, and approximately 230 -ft east of Jackson Avenue. b. Install new Stop Ahead Signage (W3-1) for northbound and southbound traffic along the east side and the west side of Jackson Avenue, approximately 180 -ft north of Fem Avenue, and approximately 180 -ft south of Fern Avenue. 2. INSTALL STOP AHEAD PAVEMENT LEGEND: Install "Stop Ahead" Pavement legends adjacent to the new Stop Ahead Signage along Fent Avenue and Jackson Avenue for all directions of traffic, approaching the intersection of Fern Avenue and Jackson Avenue. 3. INSTALL "ALL -WAY" PLAQUE (R1 -3P) & RED REFLECTIVE STRIP: Install "All -Way" Plaque (RI -3P) and Red Reflective Strip beneath all four existing stop signs at the intersection of Fern Avenue and Jackson Avenue. 4. REMOVE SCHOOL SPEED LIMIT SIGNS (SR4— 1(CA)) AND REPLACE WITH 25 MPH SPEED LIMIT SIGN (R2-1): Remove faded School Speed Limit signs (SR4 — 1(CA)) and replace with new 25 MPH Speed Limit Sign (R2-1) located on the south side of Fern Avenue, approximately 70-11 east of the intersection with New Avenue for eastbound traffic. Install "25" Pavement Legend adjacent to the new sign. 5. REMOVE SCHOOL SPEED LIMIT SIGN (SR4 — 1(CA)) AND REPLACE WITH NEW SCHOOL ZONE SIGN (SW24-1): Remove faded School Speed Limit signs (SR4 — 1(CA)) and replace with new retroreflective School Zone signs (SW24-1) located on the north side of Fern Avenue, approximately 45 -ft west of the intersection with Jackson Avenue for westbound traffic. 6. INSTALL SPEED LIMIT SIGN (R2 —1): Install "25" Speed Limits Sign (R2 —1) along the north side of Fern Avenue, approximately 260 -ft west of Del Mar Avenue. Install "25" Pavement Legend adjacent to the new sign. City Traffic Commission Meeting November 2, 2023 Page 5 of 6 7. INSTALL DOUBLE YELLOW CENTERLINE ALONG FERN AVENUE: Install approximately 2,470 -ft of double yellow centerline along Fem Avenue, between Del Mar Avenue and New Avenue. a. Install double yellow centerline along Fem Avenue between Del Mar Avenue and Jackson Avenue, approximately 1,230 -ft of centerline. b. Install double yellow centerline along Fern Avenue between Jackson Avenue and New Avenue, approximately 1,240-11 of centerline. 8. INSTALL NEW SCHOOL ZONE SIGN (SW24-1): Install new School Zone Sign (SW24-1) located on the south side of Fem Avenue, approximately 425 -ft east of the intersection with New Avenue for eastbound traffic. 9. INSTALL "NO U-TURN" SIGNAGE (R3-4): Install "No U -Turn" Signage (R3-4) along Fern Avenue between the Arlene Bitely driveway entrance and the west border of the school for Arlene Bitely Elementary School. 10. REMOVE AND REPLACE NO LEFT TURN/RIGHT TURN ONLY SIGN WITH NEW SIGNAGE: Remove and replace exiting "No Left Tum/Right Turn Only" Sign with new "No Left Tum" Sign (R3-5), and install a new "Right Tum Only" Sign (R3-5) at the northwest comer of the exit driveway at Fem Avenue. 11. INSTALL "CROSS TRAFFIC DOES NOT STOP" PLAQUE (W4 -4P): Install "Cross Traffic Does Not Stop" Plaque (W44P) beneath the existing stop sign at the intersection of Fern Avenue and New Avenue. 12. REMOVE AND REPLACE FADED SCHOOL CROSSING SIGNAGE WITH NEW SCHOOL CROSSING SIGNAGE (SW24-2): Remove and Replace faded School Crossing Signage with New School Crossing Signage (SW24-2) at the intersections of Egley Avenue at Dequine Avenue, and Egley Avenue at Prospect Avenue. 13. REMOVE AND REPLACE FADED SCHOOL CROSSING AHEAD SIGNAGE WITH NEW SCHOOL CROSSING AHEAD SIGNAGE (SW24-3): Remove and Replace faded School Crossing Ahead Signage with New School Crossing Ahead Signage (SW24-3) for the eastbound and westbound approaches of both intersections of Egley Avenue and Dequine Avenue, and Egley Avenue and Prospect Avenue. 14. REFRESH FADED YELLOW LADDER CROSSWALKS: Refresh faded yellow ladder crosswalks at the intersections of Egley Avenue and Dequine Avenue, and Egley Avenue and Prospect Avenue. City Traffic Commission Meeting November 2, 2023 Page 6 of 6 Prepared by: Allison Richter, Contract Traffic Engineering Division Attachments: A. Attachment A — Technical Traffic Engineering Report TRANSTEch TO: City of Rosemead FROM: Transtech Engineers, Inc. DATE: November 7, 2024 SUBJECT: SPEED HUMP REQUEST ALONG FERN AVENUE, BETWEEN DEL MAR AVENUE AND NEW AVENUE INTRODUCTION The City of Rosemead has received a resident request for a traffic review of Fern Avenue, between New Avenue and Del Mar Avenue. The resident reported that vehicles tend to speed along this segment of Fern Avenue and is requesting the installation of Speed Humps. In response to this request and on behalf of the City, engineering staff has completed a traffic review of this segment of Fern Avenue. The traffic review included a review of existing conditions, 3 -years of available collision data, Average Daily Traffic (ADT) counts, 24-hour speed survey, and a review of existing conditions along the segment of Fern Avenue between New Avenue and Del Mar Avenue. Figure 1: Vicinity Map — ,,. 14-1 -T T r " LM •r 'i '� tri `if �kL.51aT Idfi If4,r. yI�3331 rI If + _81 i ror�� 1 LEGEND 3 �• Study Segment (Fern Avenue segment is approximately 2,600 -feet long, from Del Mar Avenue to New Avenue) Arlene Bitely Elementary School Richard Garvey Intermediate School City of Monterey Park CITY OF ROSEMEAD OSE EAD Prepared By: Transtech Engineers, Inc. I Page 1 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE EXISTING CONDITIONS Figure 2: Existing Conditions Diagram — Fern Avenue, between New Avenue and Del Mar Avenue 14 *tI X1 Jr- JAT _ - o NEa�( f� 11166I1 Ii��l• �t�`��,"(( ' +I��.'� i�l � B'y�l , '�}n�j a � f Jj'�° �'r•w �. �r ry P LEGEND Cross Traffic Does %RKI No Parking Due to Street Stop Sign (1111)Not Stop (W4 -4P) Sweeping Signage (R30a variation) cxoss sxsmc Cross Traffic Does No Parking Due to Street Dass xoTsro4 Not Stop(W4-4P) Cross Traffic Does PARKING MONDAY Sweeping Signage (1130a r Not Stop (W4 -4P) i 6-10v variation) Yield to Pedestrian SCHOOL HE 0 Sigign(R1-5) SPEED - No LIMIT school Speed Limit 9:1 Sta Stopping; oU Standing; Bus Zone Red Curb Sign (SR4—1(CA)) Fern Avenue: Within the City of Rosemead, Fern Avenue is an east/west street, that is classified as a Local Road per the California Road System Functional Classification by Caltrans. The roadway is approximately 36 -feet wide with one lane of travel in each direction, with no marked center line. Parking is permitted along both sides of the street except on street sweeping days, and in areas marked with red curb. Street sweeping days are on Monday from 6 AM to 11 AM, forthe north side of the street, and on Monday from 8 AM to 12 PM, for the south side of the street along Fern Avenue. Land use along this segment of Fern Avenue consists of single-family residential housing, and runs parallel to Arlene Bitely Elementary School. New Avenue: Within the City of Rosemead, New Avenue is a north/south street, that is considered a Minor Arterial road per the California Road System Functional Classification by Caltrans. New Avenue serves as the dividing line between the City of Monterey Park and the City of Rosemead. West of New Avenue is under jurisdiction of the City of Monterey Park, while east of New Avenue is part of the City of Rosemead. New Avenue has a posted speed limit of 35 MPH, and is approximately 56 -feet wide. New t'(1 +� Prepared By: Transtech Engineers, Inc. I Page 2 of 33 OSE E SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Avenue has one lane of travel in each direction, and is divided by a single dashed yellow centerline. Parking is allowed on both sides of the road except during street sweeping days and in areas marked with red curb. Street sweeping days are on Wednesdays from 12PM to 4PM for the west side of the street, and on Wednesdays from 8AM to 12PM for the east side of the street. Parking is also prohibited for vehicles over 6 -feet tall. Land use along this section of New Avenue consists of single-family residential housing and apartment complexes. Del Mar Avenue: Within the City of Rosemead, Del Mar Avenue is a north/south street, considered as a Minor Arterial road per the California Road System Functional Classification by Caltrans. Del Mar Avenue has a posted speed limit of 35 MPH and is approximately 48 -feet wide, with one lane of travel in each direction divided by a single dashed yellow centerline. Parking is allowed on both sides of Del Mar Avenue except during street sweeping days, and in areas marked with red curb. Street sweeping days take place on Mondays from 6 AM to 10 AM for both sides of the street. Land use along this area of Del Mar Avenue consist of single-family residential homes, a commercial area north of the intersection with Fern Avenue, and is nearby a few schools in the area. The intersection between Fern Avenue and Del Mar Avenue is a minor stop controlled T -intersection, and has a stop sign posted on the east leg of the intersection on Fern Avenue. There is also an uncontrolled pedestrian crosswalk on the north leg of the intersection along Del Mar Avenue at Fern Avenue. There are flashing pedestrian crossing signs at the crosswalk. Jackson Avenue: Within the City of Rosemead, Jackson Avenue is a north/south street, that classified as a Major Collector Road, per the California Road System Functional Classification by Caltrans. Jackson Avenue has a posted speed limit of 30 MPH and is approximately 36 -feet wide. Jackson Avenue has one lane of travel in each direction, and is divided by a single dashed yellow centerline. Parking is allowed on both sides of the road except during street sweeping days, and in areas marked with red curb. Street sweeping days are on Mondays from 8AM to 12PM for the west side of the street, and on Mondays from 6AM to LOAM for the east side of the street. The intersection of Jackson Avenue and Fern Avenue is All - Way Stop controlled, and has yellow ladder crosswalks marked on all four legs of the intersection. The land use along this area of Jackson Avenue Avenue consists of single-family residential housing, and runs parallel to two schools in the area. Jackson Avenue parallels the east side of Arlene Bitely Elementary School, which is located on the northwest corner of the intersection with Fern Avenue. Jackson Avenue also parallels the west side of Richard Garvey Intermediate School, which is located at the northeast corner of the intersection at Jackson Avenue and Newmark Avenue. Egley Avenue: Within the City of Rosemead, Egley Avenue is an east/west street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Egley Avenue has a posted school speed limit of 25 MPH. Egley Avenue is approximately 35 -feet wide, and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Egley Avenue runs parallel to Arlene Bitely Elementary School, and is located on the north side of the school. There are also single-family residential houses around Egley Avenue. 1^ OSE EAD i.r,.m ll (m..,�mm.. Prepared By: Transtech Engineers, Inc. I Page 3 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Dequine Avenue: Within the City of Rosemead, Dequine Avenue is a north/south street, that is classified as a Local Road, per the California Road System Functional Classification by Caltrans. Dequine Avenue has a prima facie speed limit of 25 MPH. Dequine Avenue is approximately 35 -feet wide, and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Dequine Avenue is adjacent to single-family residential houses, and is north of Arlene Bitely Elementary School. Prospect Avenue: Within the City of Rosemead, Prospect Avenue is a north/south street, that is classified as a Local Road, perthe California Road System Functional Classification by Caltrans. Prospect Avenue has a prima facie speed limit of 25 MPH. Prospect Avenue is approximately 35 -feet wide, and has one lane of travel in each direction with no marked centerline. Parking is allowed on both sides of the street except where curb is marked red, and during street sweeping times on Mondays between 8AM-12PM. Prospect Avenue is adjacent to single-family residential houses, and is north of Arlene Bitely Elementary School. Arlene Bitely Elementary School: Within the City of Rosemead, Arelene Bitely Elementary School is located along the north side of Fern Avenue, west of the intersection at Jackson Avenue. The school serves approximately 534 students from Kindergarden to 61 grade. The pick up and drop off areas for Bitely Elementary are located midblock along Fern Avenue. The regular bell schedules for students at Arlene Bitley Elementary School are as follows: Monday through Friday—Start time: 8:15 am; End Time: 2:35 pm for all students, with an early dissmissal on Wednesdays at 1:35pm. The main entrance of Bitley Elementary School is located Midblock along Fern Avenue, between New Avenue and Jackson Avenue. Richard Garvey Intermediate School: Richard Garvey Intermediate School is located on the east side of the Jackson Avenue, north of the intersection with Newmark Avenue. The student population is approximately of 631 students, serving students from 7th through 8th grades. Student age groups range from 11-13 years old. The regular bell schedules forstudents at Garvey Intermediate School are as follows: Monday through Friday — Start time: 8:00 am; End Time: 2:28 pm for all students. The main entrance of Garrvey Intermediate is located Midblock along Jackson Avenue, between Garvey Avenue and Newmark Avenue. PICTURE SUMMARY �(gi OCC A D Prepared By: Transtech Engineers, Inc. I Page 4 of 33 JoLw,,M..o �.Mll.�,..., SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Northbound at Jackson Avenue and Fern Avenue Crosswalk at Del Mar Avenue and Fern Avenue rn q School Zone Sign located along Jackson Avenue approaching Fern Avenue School Zone Sign located along Jackson Avenue approaching Fern Avenue ^1 0SEEAD Prepared By: Transtech Engineers, Inc. I Page 5 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE COLLISION DATA Collision data was obtained from the computerized collision records system maintained by the State of California Statewide Integrated Traffic Records System (SWITRS). A review of available collision history along Fern Avenue, between New Avenue and Del Mar Avenue, was conducted over a 3 year period between January 2021 to the most recent available data, December 2023. The collision data review found that over the last three years there was two collisions. Table 1 summarizes the collisions that occurred over the last 3 year period, along Fern Avenue, between New Avenue and Del Mar Avenue. Figure 3, provides a collision diagram of the collision location. 2023-1 collision 2022 —1 collisions 2021— 0 collisions TOTAL: 2 collisions Table 1: Collision History Table — Fern Avenue, between New Avenue and Del Mar Avenue COi E EAD Prepared By: Transtech Engineers, Inc. I Page 6 of 33 Severity -- 1- Fatal Lighting 2 -severe Injury MotorVehicle, Primary prima Primary secondary Day of (Day, Collision 3 -Other Visible Pedestrian, Collison Factor Collision #in' I # Date Road Road Dist. Time the Night, type Injury Bicycle and Detail Factor Week Etc.) t 4 -Complaint of Involved Descriptions pain s -Prop Dam Only (Pool Fern Jackson 219 PROC EB DRVR IMPROPER 1 4/8/23 SAT Dark -St Sideswipe 5 Parked MV SIDESWIPED EB 0 Ave Ave W21:00 TURN PARKED MV EB DRVR MADE IMPROPER Fern Del Mar 556 IMPROPER T6/19/22 1:00 SUN Daylight Sideswipe 5 Parked MV TURN AND 0 Ave Ave W TURN SIDESWIPE WB PARKED MV COi E EAD Prepared By: Transtech Engineers, Inc. I Page 6 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Figure 3: Collision Diagram — Fern Avenue, Between New Avenue and Del Mar Avenue pr 111iil IV '7 1 ,I �• �� i(X r'i� T.ta 414.7 m 1 Vp ry •f r 4. LEGEND 2 TOTAL CRASHES ALL COLLISIONS -Crash Type PED &BIKE -Crash Type # of Crashes (Non -Ped &Bike Fatality (Death) 0 Collisions/Crashes) # of Crashes Severe Injury 0 AVERAGE DAILY TRAFFIC (ADT As part of the engineering review Average Daily Traffic (ADT) data was obtained. Counts taken on Tuesday, September 24, 2024, along Fern Avenue east of Del Mar Avenue, and along Fern Avenue east of New Avenue. A summary of ADT data is shown in Table 2: Average Daily Traffic (ADT). The ADT is attached (Attachment 1 & 2) at the end of the report . Table 2: Average Daily Traffic (ADT) Vehicles per Day (vpd) Vehicles per Day (vpd) Vehicles per Day (vpd) Location 9/24/2024 9/24/2024 9/24/2024 Fern Avenue W/0 Del Mar EB WB TOTAL Avenue 374 605 979 EB WB TOTAL Fern � Injury - Other Visible 0 Injury -Complaint of Pain 0 Property Damage Only 0 Total 0 Avenue E/0 New Avenue 602 694 1,296 To assess the speed at which vehicles are traveling along Fern Avenue, speed samples were taken along the segment. A 24-hour speed sample was taken on Tuesday, September 24, 2024, along Fern Avenue east of Del Mar Avenue and along Fern O E ASD ,m W4iniall,m�v�mnLa Avenue east of New Avenue. The 85th percentile speed of vehicles U, Prepared By: Transtech Engineers, Inc. I Page 7 of 33 Severe Injury 0 Avenue E/0 New Avenue 602 694 1,296 To assess the speed at which vehicles are traveling along Fern Avenue, speed samples were taken along the segment. A 24-hour speed sample was taken on Tuesday, September 24, 2024, along Fern Avenue east of Del Mar Avenue and along Fern O E ASD ,m W4iniall,m�v�mnLa Avenue east of New Avenue. The 85th percentile speed of vehicles U, Prepared By: Transtech Engineers, Inc. I Page 7 of 33 O E ASD ,m W4iniall,m�v�mnLa Avenue east of New Avenue. The 85th percentile speed of vehicles U, Prepared By: Transtech Engineers, Inc. I Page 7 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE traveling along Fern Avenue west of Del Mar Avenue, and west of New Avenue was found to be 33 MPH, along both segments. This means that 85 percent of the vehicles sampled are traveling at 33 MPH or below, which is slightly above the posted school speed limit of 25 MPH. Table 3 below shows a summary of the speed surveytaken on September 24, 2024. Detailed data is shown in the attachments (Attachment 3 & 4) at the end of the report. 3: Speed Survey at Fern Avenue (9/24/24) Location Dir. of Datefrime of 85%ile Speed Posted Limit MPH Travel Survey Fern Avenue E/0 New Avenue EB/WB33 24-hour 25 MPH 'Fern Avenue W/O Del Mar Avenue EB/WB 24-hour 33 25 MPH PEAK HOUR TURNING MOVEMENT COUNT To determine what type of turning movements are encountered at the intersection of Jackson Avenue and Fern Avenue during the heaviest peak hours, traffic counts were taken at this intersection during the hours of 7AM - SAM, 1 PM -3PM, and 4PM -6PM on Tuesday, October 8, 2024. Figures 3, 4, and 5 depict the highest peak hour of vehicles at the intersection during each count period. The Turning Movement Counts are attached (Attachment 5) at the end of the report. Figure 3 below shows the calculated peak hourvolumes forthe AM Peak hour of 7:30AM-8:30AM at the intersection of Jackson Avenue and Fern Avenue on October 8, 2024. Figure 4 below shows the calculated peak hour volume for the evening (AFT) Peak hours of 2:OOPM - 3:OOPM at the intersection of Jackson Avenue and Fern Avenue on October 8, 2024. Figure 5 below shows the calculated peak hour volume for the evening (PM) Peak hours of 5:OOPM - 6:OOPM at the intersection of Jackson Avenue and Fern Avenue on October 8, 2024. AJackson Avenue and Fern Avenue N Highest 1 Hour in AM PEAK (7:30 - 8:30 am) 27 f E— 110 4 4 43 �3 3 48 N y c Figure 3: AM Peak Hour Count 7:30 -8:30 AM �1 COSEEAD MI AJackson Avenue and Fern Avenue N Highest 1 Hour in AFT PEAK (2:00 - 3:00 pm) N � 14 39 6 6 __-__....___._...------- za — — 28 I tl 31 N a N m Figure 4: AFT Peak Hour Count 2:00 - 3:00 PM Prepared By: Transtech Engineers, Inc. I Page 9 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE AJackson Avenue and Fern Avenue N Highest 1 Hour in PM PEAK (5:00 - 6:00 pm) M � o 11 8:00AM-8:15AM 17 0 '4 15 8:15AM-8:30AM 0 1' 44 7 — 25 10 0 27 0 0 v o m Figure 5: PM Peak Hour Count 5:00 —6:00 PM PEDESTRIAN COUNTS As part of the review along Fern Avenue between Del Mar Avenue and New Avenue, pedestrian counts were conducted along the school frontage of Arlene Bitely Elementary School, during school drop off and pickup times from Arlene Bitely Elementary School. Due to the request of a midblock crosswalk along Fern Avenue, it was determined that counts be conducted at the existing crosswalks around Arlene Bitely Elementary School, as well as the request location, to determine the number of pedestrians currently using the existing crosswalks in the area. Pedestrian counts were collected during school drop off and pick up times on Thursday, October 10, from 7:45AM-8:45AM, and from 2:OOPM-3:OOPM, at the following locations: School frontage at Arlene Bitely Elementary School, Jackson Avenue & Fern Avenue, Egley Avenue & Dequine Avenue, Egley Avenue & Prospect Avenue, and Egley Avenue & Jackson Avenue. Table 4: Pedestrian Counts along Fern Avenue, at Arlene Bitely Elementary School (10/10/2024) Time Location, east of Parking Lot Exit Location, west of Parking Lot Exit School Age Peds Adult Peds School Age Peds Adult Peds 7:45AM-8:o0AM 0 0 12 11 8:00AM-8:15AM 0 0 20 15 8:15AM-8:30AM 0 0 5 7 8:30AM-8:45AM 0 0 0 0 2:OOPM-2:15PM 0 0 2 4 2:15PM-2:30PM 0 0 8 4 2:30PM-2:45PM 14 17 18 18 2:45PM-3:OOPM 0 2 4 5 TOTALPEDS 14 19 69 64 , COSE EAD m,I-11 I. -A...... Prepared By: Transtech Engineers, Inc. I Page 9 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Table 5: Pedestrian Counts at Fern Avenue and Jackson Avenue (10/10/2024) Time Time North Leg South Leg East Leg West Leg School Age FSch( .1 Age Peds 5 Adult Peds School Age Peds Adult Peds School Age Peds Adult Peds School Age Peds Adult Peds 7:45AM-8:OOAM 4 8 5 5 4 2 2 8:OOAM-8:15AM 10 6 3 2 9 15 4 2 8:15AM-8:30AM 1 3 1 4 1 1 0 2 8:30AM-8:45AM 1 2 2 1 1 0 1 1 2:OOPM-2:15PM 0 0 1 2 1 1 1 1 2:15PM-2:30PM 0 3 0 2 0 2 0 2 2:30PM-2:45PM 9 2:45PM-3:OOPM 4 8 13 1 12 10 0 0 3 5 1 10 3 0 0 TOTALPEDS 30 29 33 18 39 36 8 10 Table 6: Pedestrian Counts at Egley Avenue and Dequine Avenue (10/10/2024) Time North Leg East Leg West Leg School Age Peds Adult Peds School Age Peds Adult Peds School Age Peds Adult Peds 7:45AM-8:OOAM 0 0 0 0 1 3 8:OOAM-8:15AM 2 1 0 0 1 4 8:15AM-8:30AM 0 0 0 0 0 0 8:30AM-8:45AM 0 0 0 0 1 0 2:OOPM-2:15PM 1 1 0 0 0 0 2:15PM-2:30PM 0 0 0 0 1 0 2:30PM-2:45PM 1 1 0 0 0 0 2:45PM-3:OOPM 0 0 0 0 0 0 TOTALPEDS 4 3 0 0 4 Prepared By: Transtech Engineers, Inc. I Page 10 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Table 7: Pedestrian Counts at Egley Avenue and Prospect Avenue (10/10/2024) ime North Leg East Leg West Leg 7:45AM-8:OOAM School Age Peds Adult Peds School Age Peds Adult Peds School Age Peds Adult Peds 5AM-B:OOAM r8ASATM 1 0 2 2 0 0 OAM-S:15AM 1 0 0 0 0 0 -8:30AM 2 2 0 0 0 0 8:30AM-8:45AM 0 0 0 0 0 0 2:OOPM-2:15PM 0 0 0 0 2 1 2:15PM-2:30PM 0 0 0 0 0 0 2:30PM-2:45PM 2 1 2 1 0 0 2:45PM-3:OOPM 0 0 2 0 0 0 TOTALPEDS 6 311 6 3 2 1 Table 8: Pedestrian Counts at Egley Avenue and Jackson Avenue (10/10/2024) Time North Leg South Leg West Leg 7:45AM-8:OOAM 7 41 4 8:OOAM-8:15AM 0 14 6 8:15AM-8:30AM 1 2 2 8:30AM-8:45AM 0 0 2 2:OOPM-2:15PM 0 0 3 2:15PM-2:30PM 0 6 6 2:30PM-2:45PM 5 60 15 2:45PM-3:OOPM 0 32 14 TOTALPEDS 13 155 S2 Additional pedestrian counts were conducted on Tuesday, October 8, 2024, for all pedestrians who crossed the legs of the intersection of Jackson Avenue and Fern Avenue. The counts were taken during the hours of 7:OOAM-9:OOAM, 1:OOPM-3:OOPM, and 4:OOPM-6:OO13M. Detailed pedestrian counts can be found at the end of this document in the Attachments section. Table 9 shows the number of pedestrians crossing the studied area hourly. The Pedestrian Counts are attached (Attachment 6) at the end of the report. rMl Prepared By: Transtech Engineers, Inc. I Page 11 of 33 O iEn ,,.EM SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Table 9: Pedestrian Counts at Fern Avenue and Jackson Avenue (10/8/2024) North Leg South Leg East Leg West Leg Time School Age Peds Adult Ped School Age Peds Adult Peds School Age Peds Adult Peds School Age Peds Adult Peds 7:OOAM-8:o0AM 18 10 3 3 0 11 12 6 8:OOAM-9:OOAM 5 11 1 6 0 10 3 8 1:OOPM-2:OOPM 0 1 0 4 0 10 0 2 2:00PM-3:001PM 15 31 0 3 4 26 1 22 4:0OPM-5:O0PM 0 1 1 1 3 3 1 7 5:OOPM-6:OOPM 0 6 3 7 0 6 7 16 TOTALPEDS 38 60 8 24 7 66 24 61 FIELD INVESTIGATION A field investigation was conducted along Fern Avenue, between New Avenue and Del Mar Avenue, on Thursday, October 10, 2024. This investigation included site observations, as well as pedestrian counts during school drop off and pickup along Fern Avenue, and around Arlene Bitely Elementary School. It was observed that some of the existing signage in the area was faded. This included some stop signs, as well as school zone signage along Fern Avenue approaching Arlene Bitely Elementary School. (Northbound view of the intersection at Fern Avenue and Jackson Avenue OCC CAD gg Prepared By: Transtech Engineers, Inc. I Page 12 of 33 JC..,, .m.�L��e„�,.��,.. SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE As part of the review for Fern Avenue along Arlene Bitely Elementary School, a field observation was conducted during school drop off and pickup on Thursday, October 10, 2024, from 7:45AM-8:45AM, and from 2:OO1PM-3:OOPM. As part of the review, pedestrian counts were collected, and field reviews were completed. These reviews were completed to observe the number of pedestrians using the existing crosswalks around Arlene Bitely Elementary School, as well as determine if pedestrians were jaywalking along Fern Avenue in front of the school. 0S C f A D Prepared By: Transtech Engineers, Inc. I Page 13 of 33 o.�,.,.. .,.,.., ... SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Westbound view along Fern Avenue, adjacent to A. Bitely Elementary School drop off/pickup zone exit; vehicles complete U -Turns in front of school As part of the review, the intersections on the north side Arlene Bitely Elementary School were reviewed. The intersections included Egley Avenue at Dequine Avenue, Egley Avenue at Prospect Avenue, and Egley Avenue at Jackson Avenue. These intersections were observed and reviewed, because of the request for a midblock crosswalk along Fern Avenue, in front of Arlene Bitely Elementary School. It is important to observe and review existing adjacent crosswalks nearby the school, to determine the number of students using the existing crosswalks in the area. The counts data that was collected at these intersections can be reviewed in the above section for Pedestrian Counts. It was observed that very few pedestrians used the existing uncontrolled crosswalks at Egley Avenue and Dequine Avenue, as well as at Egley Avenue and Prospect Avenue. This data is shown in the Pedestrian Counts section of the report. Ko�lsE,ME'AD Eg\eY Pve Eastbound view along Egley Avenue at Jackson Avenue, on the north side of A. Bitely Elementary School, and across from Richard Garvey Intermediate School Prepared By: Transtech Engineers, Inc. I Page 14 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE VEHICLE MOVEMENT OBSERVATIONS Observations were conducted at the school frontage of Arlene Bitely Elementary School. During school drop off and pickup, it was observed that most of the students were being dropped off on the north side of Fern Avenue, by parents either utilizing the onsite drop off/pickup area, or parents parking on the north side of the street and walking their student(s) to the front of the school. However, there were some issues observed with westbound traffic. As westbound vehicles were approaching Arlene Bitely Elementary School, it was observed that some parents would park on the south side of Fern Avenue, jaywalk with their students across the street, and then complete U -Turns in the middle of the street after student drop off/pickup. The U -Turns caused several stops in the flow of traffic. OC CAD Prepared By: Transtech Engineers, Inc. I Page 1S of 33 J �..��...�.nL„m/Y,.. SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE Pedestrian Safety Pedestrian activity through the segment is taken into account when considering the installation of a midblock crosswalk. Collisions between vehicles and pedestrians represent an important safety issue for every country in the world. According to the National Safety Council, close to 20 percent of fatalities in road accidents in the United States are pedestrian fatalities. Pedestrian collisions occur more often in urban areas since pedestrian activity is much higher there. Gap Formula to determine the minimum amount of time needed for a pedestrian to cross Fern Avenue: G= S +(N-1)H+R Where: G = Safe gap in traffic, seconds W = Width of roadway H = Time between rows of peds Assumed Values: S = 3.5 feet per second W =36' Fem Avenue S =Walking Speed, feet per second N = Group size R = Pedestrian start up time H = 2 seconds R = 3 seconds Table 7: Acceptable Gap for Pedestrians to Cross Fern Avenue Street Width Pedestrian walking Total Time Spent on (East to West) speed (per foot) Crosswalk Fern Avenue 1 pedestrian =13.29 36' 3.5 seconds/foot seconds in street To cross the street, the pedestrian will be in the travel way for a total of 13.29 seconds on Fern Avenue. This is the amount of time a pedestrian will be unprotected within the street. Midblock Crosswalk Guidance The installation of all traffic control devices, including midblock crosswalks on public streets are guided by the California Manual of Uniform Traffic Control (CAMUTCD) Section 38.18, the California Vehicle Code (CVC), and Federal Highway Administration (FHWA). Per the CAMUTCD, an engineering study should be performed before a marked crosswalk is installed at any location. The engineering study should consider the following factors in determining if the installation of a new crosswalk is justified: • Number of lanes • Presence of a median • Distance from adjacent signalized intersections • Pedestrian volumes and delays • Average daily traffic (ADT) volume • Posted or statutory speed limit or 85th -percentile speed • Geometry of the location • Possible consolidation of multiple crossing points • Availability of street lighting, and other appropriate factors. OSE AD r� _ Prepared By: Transtech Engineers, Inc. I Page 16 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE The installation of a midblock crosswalk typically occurs where there is shown to be significant pedestrian desire and need. Uncontrolled crosswalks are marked crosswalks with no traffic control device and is not recommended unless there is significant need and accompanied with other measures to alert drivers to pedestrians crossing. Consideration of a pedestrian crosswalk depends heavily on intensity of pedestrian activity at the location such as a high volume of pedestrians crossing, no other crossing options within a walkable distance, and the vehicular speed along the route. The CAMUTCD Section 38.18 states Mid -block pedestrian crossings are generally unexpected by the motorist and should be discouraged unless, in the opinion of the engineer, there is strong justification in favor of such installation. Particular attention should be given to roadways with two or more traffic lanes in one direction as a pedestrian may be hidden from view by a vehicle yielding the right-of-way to a pedestrian. The US Department of Transportation Federal Highway Administration "Executive Summary and Recommended Guidelines" for crosswalks has guidelines of where uncontrolled crosswalk could be considered? 1 • Two lane roadways • Roadway speeds less than 30 mph • No parking on street segment approaching crossing location • High pedestrian volume • Average daily traffic on roadway less than 9,000 vehicles • Clear sight distance for pedestrian and approaching vehicle • Well lighted area • Used to discourage pedestrian crossing at undesirable locations • Special consideration is given to those locations that are part of a safe route to school program Some studies suggest that an uncontrolled marked crosswalk gives a pedestrian a false sense of security, with the markings providing a barrier or some sort of protection. Contrary to pedestrians' expectations a marked crosswalk does not necessarily result in motorists stopping or yielding to pedestrians. In some instances, pedestrians are more likely to step out in front of oncoming traffic in a marked crosswalk than at an unmarked crosswalk. According to the US Department of Transportation Federal Highway Administration "Executive Summary and Recommended Guidelines" for crosswalks, "motorists failing to yield represented a large percentage of pedestrian crashes in marked crosswalks (41.5%) and unmarked crosswalks (31.7%)". There were several other contributing factors such as speed of traffic, number of lanes and age of pedestrians that also contributed to the results. 1 US Department of Transportation Federal Highway Administration "Executive Summary and Recommended Guidelines" for crosswalks, Table 1. Prepared By: Transtech Engineers, Inc. I Page 17 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE TRAFFIC CALMING DEVICES AND STRATEGIES Traffic calming is the process of reducing vehicle speeds using both passive devices, such as signs and striping, and physical devices such as changes in road elevation or path. As part of this study, traffic speeds, collisions and traffic volumes were used to assess existing conditions along this segment. The type, design and placement of traffic calming devices depend upon the road classification, desired traffic speed and types of traffic issues along Fern Avenue between Del Mar Avenue and New Avenue. There are various traffic calming measures that can reduce the flow and speed of traffic on a street. The following is a list of common traffic calming measures that can be installed to aid in slowing traffic: 1) Traffic Education Campaign: This consists of flyers, neighborhood meetings, banners and other notices to assist is making the public aware of the traffic conditions in a certain area. 2) Signage and Pavement Legends: Modifying the signage along the road or change the striping to narrow travel lanes to effectively slows speeds by changing the travel environment. Signs alert the Driver to their speed, such as larger speed limit signs or a speed feedback sign. Too many signs can have an opposite effect on traffic. Therefore, usage of signs should be subject to careful consideration and compliance with local and regional standards. 3) Targeted Police Enforcement: The police department deploys officers to perform enforcement on residential streets for at least an hour a day. SPEED HUMP CRITERIA Items that are typically required for the installation of speed humps includes: • Residential Street, or a Local Road • Posted Speed Limit of 30 MPH or below • ADT (Average Daily Traffic) of 500 to 2500 vehicles • One lane each direction, with a roadway width of 40 -feet or less • Resident Petition Although the residents asked for speed hump installation at this location, speed humps cannot be considered at this time without official review and approval by City Council. At this time, we cannot recommend the installation of speed hump, as an offical speed hump policy has not yet been adopted by the City. RECOMMENDATIONS After a thorough review of existing traffic conditions and per the California Manual on Uniform Traffic Control Devices (CAMUTCD), California Vehicle Code (CVC), based on the traffic review and engineering judgement, it was determined that Fern Avenue, from New Avenue to Del Mar Avenue would benefit from the installation of enhancements around Arlene Bitely Elementary school. En,�... n �OS A,. Prepared By: Transtech Engineers, Inc. I Page 18 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE At this time, it was determined that the segment of Fern Avenue adjacent to the school frontage of Arlene Bitely Elementary does not meet the minimum requirements for the installation of amid block crosswalk. While it was observed that some pedestrians are crossing in the area, there were not enough student age pedestrians crossing Fern Avenue midblock to warrant the installation of a crosswalk here at this time. During the field review, it was noted that the existing driveways and sidewalks along both sides of Fern Avenue would make it challenging for a midblock crosswalk to be installed directly adjacent to Arlene Bitely Elementary School. If an additional review is requested to revisit the midblock crosswalk along Fern Avenue, a more in-depth engineering study would need to be completed, to account for existing driveways, drainage areas, the designated school bus stop, and reduced parking adjacent to the crosswalk. It is also important to note that there is an onsite drop off and pickup zone for students attending Arlene Bitely Elementary, and it was observed that the majority of the students utilized this drop off area, or were dropped off on the north side of Fern Avenue next to the school frontage. Another issue that was observed during the field review was vehicles double parking in the middle of the travel lanes to let students out for school drop off. To help mitigate this, it is recommended that the City put together a pamphlet, educating parents on the importance of using crosswalks, and distribute the information in coordination with school officials. By providing more education about the drop off and pickup zones around the school, it may help mitigate the number of pedestrians crossing midblock during school drop-off and pickup in the morning and afternoon. It is also recommended that in order to prevent vehicles from performing U-turns along Fern Avenue at Arlene Bitely Elementary School, some "No U -Turn" signs may be installed to discourage drivers from performing midblock U-turns in the area. When a field review was conducted at Arlene Bitely Elementary School, it was observed that several vehicles were making U-turns in the middle of the street on the west side of the school zone, and causing backups of traffic along Fern Avenue. By installing signage and delineators it will help discourage drivers from making U-turns in this area. Speed humps are also not being considered for installation along Fern Avenue at this time, as there is not an official speed hump policy for the City of Rosemead. However, if the City would like to revisit this segment in the future for speed hump installation, the segment of Fern Avenue between New Avenue and Jackson Avenue may qualify for speed humps. It is important to note that if speed humps were installed, there would be some parking removed from the area, as well as an increase in emergency response time, and an increase in noise levels from vehicles passing over the speed humps. The residents living in the area would have to sign and submit a petition for speed hump installation, with a 67% majority in favor of speed hump installation along Fern Avenue. At this time, Fern Avenue between New Avenue and Del Mar Avenue qualifies for the installation of additional traffic calming measures. The following improvements are recommended and shown in the Recommendation Exhibits: Prepared By: Transtech Engineers, Inc. lPage 19 of 33 OS E EEAD 1Nn'. Ymsll Mxn 4mvi a SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE 1. INSTALL STOP AHEAD WARNING SIGN (W3 — 1): Install Stop Ahead Warning Sign (W3-1) for all directions of traffic approaching the intersection of Fern Avenue and Jackson Avenue: a. Install new Stop Ahead Signage (W3-1) for eastbound and westbound traffic along the north side and the south side of Fern Avenue, approximately 150 -ft west of Jackson Avenue, and approximately 230 -ft east of Jackson Avenue. b. Install new Stop Ahead Signage (W3-1) for northbound and southbound traffic along the east side and the west side of Jackson Avenue, approximately 180 -ft north of Fern Avenue, and approximately 180 -ft south of Fern Avenue. 2. INSTALL STOP AHEAD PAVEMENT LEGEND: Install "Stop Ahead" Pavement legends adjacent to the new Stop Ahead Signage along Fern Avenue and Jackson Avenue for all directions of traffic, approaching the intersection of Fern Avenue and Jackson Avenue. 3. INSTALL "ALL -WAY" PLAQUE (111-313) & RED REFLECTIVE STRIP: Install "All -Way" Plaque (R1 -3P) and Red Reflective Strip beneath all four existing stop signs at the intersection of Fern Avenue and Jackson Avenue. 4. REMOVE SCHOOL SPEED LIMIT SIGNS (SR4—1(CA)) AND REPLACE WITH 25 MPH SPEED LIMIT SIGN (112-1): Remove faded School Speed Limit signs (SR4 — 1(CA)) and replace with new 25 MPH Speed Limit Sign (112-1) located on the south side of Fern Avenue, approximately 70 -ft east of the intersection with New Avenue for eastbound traffic. Install "25" Pavement Legend adjacent to the new sign. S. REMOVE SCHOOL SPEED LIMIT SIGN (SR4 — 1(CA)) AND REPLACE WITH NEW SCHOOL ZONE SIGN (SW24-1): Remove faded School Speed Limit signs (SR4—1(CA)) and replace with new retroreflective School Zone signs (SW24-1) located on the north side of Fern Avenue, approximately 45 -ft west of the intersection with Jackson Avenue for westbound traffic. 6. INSTALL SPEED LIMIT SIGN (R2-1): Install "25" Speed Limits Sign (112 —1) along the north side of Fern Avenue, approximately 260 -ft west of Del Mar Avenue. Install "25" Pavement Legend adjacent to the new sign. 7. INSTALL 50 -FEET OF DOUBLE YELLOW CENTERLINE AT THE INTERSECTION OF FERN AVENUE AND JACKSON AVENUE, 200 -FEET TOTAL. INSTALL YELLOW DASHED CENTERLINE ON FERN AVENUE ALONG THE SEGMENT: Install approximately 2,265 -ft of yellow dashed centerline along Fern Avenue, between Del Mar Avenue and New Avenue. a. Install yellow dashed centerline along Fern Avenue between Del Mar Avenue and Jackson Avenue, approximately 1,125 -ft of centerline. b. Install yellow dashed centerline along Fern Avenue between Jackson Avenue and New Avenue, approximately 1,140 -ft of centerline. B. INSTALL NEW SCHOOL ZONE SIGN (SW24-1): Install new School Zone Sign (SW24-1) located on the south side of Fern Avenue, approximately 425 -ft east of the intersection with New Avenue for eastbound traffic. Prepared By: Transtech Engineers, Inc. I Page 20 of 33 SEGMENT REVIEW OF FERN AVENUE, BETWEEN NEW AVENUE AND DEL MAR AVENUE 9. INSTALL "NO U-TURN" SIGNAGE (R3-4): Install "No U -Turn" Signage (113-4) along Fern Avenue between the Arlene Bitely driveway entrance and the west border of the school for Arlene Bitely Elementary School. 10. INSTALL "NO STUDENT DROP OFF/PICK UP" SIGN: Install "No Student Drop Off/Pick Up" Sign along the south side of Fern Avenue, near the school driveway exit for Arlene Bitely Elementary School. These signs will be installed beneath the new "NO U-TURN" Signs on the south side of Fern Avenue, to alert drivers that school drop off/pick up should not occur on the south side of Fern Avenue. 11. REMOVE AND REPLACE NO LEFT TURN/RIGHT TURN ONLY SIGN WITH NEW SIGNAGE: Remove and replace exiting "No Left Turn/Right Turn Only" Sign with new "No Left Turn" Sign (133-5), and install a new "Right Turn Only" Sign (133-5) at the northwest corner of the exit driveway at Fern Avenue. 12. INSTALL "CROSS TRAFFIC DOES NOT STOP" PLAQUE (W4 -4P): Install "Cross Traffic Does Not Stop" Plaque (W4 -4P) beneath the existing stop sign at the intersection of Fern Avenue and New Avenue. 13. REMOVE AND REPLACE FADED SCHOOL CROSSING SIGNAGE WITH NEW SCHOOL CROSSING SIGNAGE (SW24-2): Remove and Replace faded School Crossing Signage with New School Crossing Signage (SW24-2) at the intersections of Egley Avenue at Dequine Avenue, and Egley Avenue at Prospect Avenue. 14. REMOVE AND REPLACE FADED SCHOOL CROSSING AHEAD SIGNAGE WITH NEW SCHOOL CROSSING AHEAD SIGNAGE (SW24-3): Remove and Replace faded School Crossing Ahead Signage with New School Crossing Ahead Signage (SW24-3) for the eastbound and westbound approaches of both intersections of Egley Avenue and Dequine Avenue, and Egley Avenue and Prospect Avenue. 15. REFRESH FADED YELLOW LADDER CROSSWALKS: Refresh faded yellow ladder crosswalks at the intersections of Egley Avenue and Dequine Avenue, and Egley Avenue and Prospect Avenue. 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N W Q Z W 3:=:)W 1 d 2 (n W w W ~ W ¢ Z C** W O ¢ Q > Q Z N J W O CO w Z LijW LL:C/3 LLJW LLJ Z W Z (Dp Z W Q Q • _ (n Z N > W ri U ¢ O CO Q Z J Q Z o it Z W J U > O r zU¢ J m ¢ Z 77P e: in w w OW �u Q, a U C3 2 0 J WW 1 Ic O J W U O U O W Z LLilW j O Z Z to W �_ o LLI Z Q¢ U F >-W F = U CW'1 J � LU F W Of LLFa 2f 93 Z x O in x P W ¢ #� U W ¢ U Q W :3 (D W Cl) Z Z U) R' -.c u' m> m W Q LU 1 d U W w U3 U 2 U3 U) O W o m d' W . � O m Q U O W Z fn U O W (A O W p W CO LLJ LU M W x i m in 0 W Q W O U O LL m W U a v a n a ¢ > LU F- o ~ .-i a � Q 0 d' Z r: W W X * 1 ., _ LL Q z Q m J l.L F ¢ ¢ J W LU > W > W w [n W ?� W d ¢o OZ O WCL WM W O W LL O JL Z Uw Q Ir ¢ (D d' d F- U) r z a ATTACHMENTS Attachments (Counts Data Gathered on 9/24/2024, and 10/08/2024) 1. Average Daily Traffic (ADT) Counts for Fern Avenue east of New Avenue (9/24/2024) 2. Average Daily Traffic (ADT) Counts for Fern Avenue west of Del Mar Avenue (9/24/2024) 3. 24 -hr Speed Survey along Fern Avenue east of New Avenue (9/24/2014) 4. 24 -hr Speed Survey along Fern Avenue west of Del Mar Avenue (9/24/2024) S. Turning Movement Counts (TMC) at Fern Avenue and Jackson Avenue (10/8/2024) 6. Pedestrian Movement Counts at Fern Avenue and Jackson Avenue (10/8/2024) 7. Adult Pedestrian Movement Counts, Fern Avenue and Jackson Avenue (10/8/2024) 8. Student Age Pedestrian Movement Counts, Fern Avenue and Jackson Avenue (10/8/2024) OSE AD �.., .. m. ,,.. M �,.. Prepared By: Transtech Engineers, Inc. I Page 15 ATTACHMENTS Attachment 1: Average Daily Traffic (ADT) Counts for Fern Avenue east of New Avenue Prepared by NDSiATD Pr,ared 6y NW." Dela& Sary .n9 Scicn VOLUME Fern Ave E/O New Ave Dar. Tuesday Date: 9/24/2024 city: sosanead Projectr.. W4_OW333 001 AM Period NB SB EB Pra PeA1 13:45 leW TOTAL 4MPAV6o`i d N8 SB EB W WB 161 A.F. TAL 0.00 0 0 2 0541 0• 7-9VN. 2 214 1200♦ 0 a 6 195 I3 T.45 174 7:30 015 0 0 1 7-9Nt VeAme 1 164 2 4'61*Vdume 1:15 0 0 7 0700 13 0.696 20 0.906 0.30 0 0 0 1 2 1:30 0 0 12 9 21 &A5 0 0 0 3 2 4 2 l 12A5 0 0 12 37 5 38 17 75 3W 0 0 0 0 13..W 0 0 13 10 23 1:15 0 0 2 1 3 13:15 0 0 7 4 11 1:30 0 0 0 2 2 13:30 0 0 4 9 13 IAS 0 0 2 0 3 5 13:45 0 0 10 3d 10 33 20 Cr 240 0 0 a 0 14:00 0 0 17 15 32 :ss 0 0 0 0 14:15 0 0 26 19 45 2:30 0 0 1 0 1 14:30 0 0 16 40 56 2:45 0 0 4 5 0 4 5 14:45 0 0 9 68 39 93 28 161 3W 0 0 0 0 15:00 0 0 16 5 21 3:15 0 0 0 0 15:15 0 0 30 5 16 0 0 0 0 15:30 0 0 ID 11 21 0 0 0 1 1 1 1 ISAS 0 0 9 45 11 33 20 78 0 0 0 0 16W 0 0 IS 12 27 0 0 1 1 2 16:15 0 0 12 ss 32 0 0 1 1 2 16:30 0 0 11 10 21 0 0 1 3 0 2 1 5 16A5 0 0 7 50 4 41 11 91 0 0 0 0 17W 0 0 14 7 21 0 0 0 1 1 17:IS 0 0 15 10 25 0 0 0 1 1 17:30 0 0 36 IS 31 SAS [7W 0 2 2 0 2 2 4 17AS 0 0 13 58 14 46 27 100 a 0 1 0 1 18W 0 0 21 11 32 0 0 1 2 3 18:15 0 0 16 2 18 0 0 1 3 4 18:30 0 0 13 5 18 0 0 1 4 7 12 8 16 18AS 0 0 9 59 8 26 ll 85 0 0 2 3 5 19:00 0 0 6 5 11 0 0 5 6 31 19:15 0 0 10 4 14 0 0 9 22 31 19:30 0 0 6 1 7 0 30 46 67 98 W 144 19:45 0 3 25 7 I7 30 42 0 0 28 61 89 2000 0 0 4 3 7 &IS 0 0 15 38 53 20:15 0 0 3 2 5 &30 0 0 11 9 20 20:30 0 0 6 6 12 &45 1 0 0 6 W 12 120 1 18 180 2045 1 0 0 2 IS 5 16 7 31 9:00 0 0 7 9 16 21W 0 0 2 1 3 9:15 0 0 3 9 12 21:15 0 0 2 4 6 330 0 0 5 5 30 21:30 0 0 2 1 3 9A5 0 0 8 23 15 38 23 61 23A5 0 0 3 9 3 9 6 18 10:00 0 a 2 4 6 22:00 0 0 2 4 6 IU:ss 0 0 3 3 5 22:15 0 0 3 1 4 10:30 0 0 5 5 10 2:30 0 0 0 0 WAS 0 0 8 Is 14 26 zzk 22AS 0 0 2 7 0 5 2 12 IIW 0 0 6 4 It 23W 0 0 0 1 1 HAS 0 0 7 11 18 23:15 0 0 1 1 2 1130 0 0 3 7 10 2330 0 0 1 1 2 2345 TOTA15 193 333 526 TOT%LS 409 361 no E,36.7% 63.3 40.6 SPAT% 53.1% d6. 59 aMPe kY 745 7:30 7:30 Pra PeA1 13:45 leW 14W 4MPAV6o`i N 180 270 PMPa VWume W 0 161 A.F. am 0701 0.6% NWFa 0E3 0541 0.70 7-9VN. 106 214 324 4-6W.0 108 47 195 7-9ft.kN T.45 730 7:30 4-6P.kX 17U0 17.,00 I7S0 7-9Nt VeAme B4 164 270 4'61*Vdume W 46 IN PAWFx 0700 )MI 0.696 RHr Fador 0.906 0767 084 OSE14 m„ AD Prepared By: Transtech Engineers, Inc. I Page 26 of 33 ATTACHMENTS Attachment 2: Average Daily Traffic (ADT) Counts for Fern Avenue west of Del Mar Avenue Repared by NDSIATD Read 6y Nr ,W D+48$,ein9 Sr im VOLUME Fern Ave E/0 Del Mar Ave Dry: Tuesday Me: 9/24/2024 W..n semead ProjeR P. C 4_ON333_002 AM Period NB �B EB ER WB TOTAL PM Period NB SB EB We AM Peak Xwr TAL 0000•0 PM Peak Maw 1115 045 16:. AM Pk Vd. 42 10 Ma PMMVdume 05 A 1W 3140 0.750 0.w 0675 PkWFe,,e 0.694 0 0 7-9VA. 1 in 1 4 -GVW. 12:15 0 0 7 7.45 9 7:10 16 17:00 17W 0 0 1 lb 1 4-6%VNne 2 51 12:30 0 0 5 0675 3 0.705 8 0788 0 1 0 2 3 12A5 0 0 5 22 5 28 30 500 0 001300 0 0 8 120 0 0 0 13:15 0 0816 0 0 0 0 13:30 0 0 4 7 11 J 0 0 0 0 13:45 0 0 7 27 u 42 22 690 0 0 1 1 14:00 0 0 5 14 19 0 0 0 0 14:15 0 0819 27 0 0 1 0 1 1430 0 0 18 16 340 0 0 1 0 1 2 14:45 0 0 16 47 6 57 24 1% 0 0 0 0 ns —W 0 0 8 6 14 3:15 0 0 0 0 15:15 0 0 6 9 IS 3:30 0 0 0 0 1530 0 0 7 5 12 3:45 0 0 0 1 1 1 1 15:45 1 0 0 3 U 8 28 11 52 400 0 0 0 0 16:00 0 0 7 10 17 4:15 0 0 0 0 HAS 0 0 7 9 16 4:30 0 0 0 1 1 16:30 0 0 7 9 16 4A5 0 0 1 1 0 1 1 2 16:45 0 0 4 u 7 35 11 60 500 0 0 0 0 17:00 0 0 7 10 17 SAS 0 0 0 1 1 17:15 0 0 11 15 26 5:30 0 0 1 0 1 17:30 0 0 7 14 21 5A5 0 0 0 1 0 1 2 17AS O 0 6 31 32 51 18 82 6:00 0 0 2 2 4 18:00 0 0 9 6 IS 6:15 0 0 2 2 4 18:15 0 0 9 6 15 6:30 0 0 0 1 1 1630 0 0 2 8 10 645 0 0 3 7 3 8 6 15 18:45 0 0 6 26 5 25 11 51 700 0 0 3 4 7 19:0 0 0 4 11 15 7:15 0 0 5 10 IS 19:15 0 0 8 4 12 730 0 0 6 D 33 19:30 0 0 2 2 4 JAS 0 9 12 26 39 80 51 106 19:K 0 0 6 n 5 22 11 42 800 0 0 14 53 67 20.00 0 0 4 3 7 8:15 0 0 9 21 30 20:15 0 0 4 2 6 8:30 0 0 7 8 15 20:30 0 0 7 10 17 BA5 0 0 2 32 it 93 13 125 20AS 0 0 1 16 3 18 4 34 900 0 0 6 6 n 2100 0 0 1 4 5 9:15 0 0 5 5 W 21:15 0 0 2 5 7 930 0 0 4 8 12 21:30 0 0 1 3 4 945 1 0 0 6 21 5 24 11 45 21:45 0 0 2 6 3 15 5 21 1000 0 0 2 5 7 22. 0 0 3 5 8 10:15 0 0 6 7 13 22:15 0 0 0 2 2 10.30 0 0 5 13 18 22:30 0 0 0 1 1 WAS 0 0 4 17 9 M 13 51 22AS 0 0 1 4 0 8 1 12 1100 0 0 3 7 30 23:0 0 0 0 1 1 11:15 0 0 6 7 13 23:15 0 0 0 1 1 11:30 0 0 3 6 9 2390 0 0 2 1 3 SAS 0 0 5 17 6 26 11 43 23:45 0 0 0 2 2 5 2 7 TOTALS 324 271 395 TOTALS IW 336 580 WM% 31.4% 68. 4031A SPW% 42.8% 57. SA IDAILYTOTALS NB SB ER WB al AM Peak Xwr T.N5 7:30 7:30 PM Peak Maw 1115 045 16:. AM Pk Vd. 42 10 Ma PMMVdume 50 A 1W %NFe 0.750 0.w 0675 PkWFe,,e 0.694 0Pe1 0365 7-9VA. 59 in 231 4 -GVW. % 85 142 7-9PwkM 7.45 730 7:10 4-61eoa a 17:00 17W 17:00 7.9Pk Vo 42 lb 181 4-6%VNne 31 51 82 NHFa Mm am 0675 Pk WFaamr 0.705 0850 0788 Prepared By: Transtech Engineers, Inc. I Page 27 ATTACHMENTS Attachment 3: 24 -Hr Speed Survey Counts for Fern Avenue east of New Avenue Prepared by NDSIATD Pre W by NeimW De3e45ur Sii,A. VOLUME Fern Ave E/O New Ave Day: Tuesday Me: 9/24/2024 Oay: Rosemead ProleRB: G 4020333_0(11 -m OSE E e �. tc'..nuu0 �mm A. D Prepared By: Transtech Engineers, Inc. I Page 28 of 33 DAILYNB LB EE We Total AM Period NB SB TOTAL TALL 0:00 0 0 2' 0• 2 12:00 0 0 6 31 114 0:15 0 0 1 1 2 12:15 0 0 7 13 20 0:30 0 0 0 1 1 12:30 0 0 12 9 21 OAS 0 0 0 4 2 7 12:45 0 0 12 W 5 38 17 75 1:00 0 0 0 0 13:00 0 0 13 10 23 1:15 0 O 2 1 3 13:15 0 0 7 4 11 1:30 0 0 0 2 2 13:30 0 0 4 9 13 1AS 0 0 2 0 3 5 13:45 0 0 10 34 30 33 20 67 2:00 0 0 0 0 14:00 0 0 12 IS 32 2:15 0 0 0 0 14:15 0 0 26 19 45 2:30 0 0 1 0 1 14:30 0 0 16 40 56 2AS 0 0 4 5 0 4 5 14A5 0 0 9 68 39 93 28 161 3:00 0 0 0 0 15:00 0 0 16 5 21 3:15 0 0 0 0 15:15 0 0 30 6 16 3:30 0 0 0 0 15:30 0 0 30 11 21 3:45 0 0 0 1 1 1 1 15:45 0 0 9 45 11 33 20 78 4.0 0 0 0 0 16.0 0 0 15 12 27 4:15 0 0 1 1 2 HAS 0 O 17 15 32 4:30 0 0 1 1 2 16:30 0 0 11 10 21 4AS 0 0 1 3 0 2 1 5 16:65 0 0 7 50 4 41 31 91 SAO 0 0 O 0 17:00 0 0 14 7 21 5:15 0 0 0 1 1 17x5 0 0 15 10 25 5:30 0 0 0 1 1 27:30 0 0 16 15 31 SAS 0 0 2 2 0 2 2 4 17:45 0 0 13 58 34 46 27 104 6:00 0 0 1 0 1 18:00 0 0 21 11 32 6:15 0 0 1 2 3 18:15 0 0 16 2 38 6:30 0 0 1 3 4 18:30 0 0 13 5 18 6:45 0 0 1 4 7 12 8 16 18:45 0 0 9 59 8 26 17 W 7:00 0 0 2 3 5 19:00 0 0 6 5 11 7:15 0 0 5 6 11 19:15 0 0 20 4 14 7:30 0 0 9 22 31 19:30 0 0 6 1 J 7:45 0 0 30 46 0 98 97 144 19:45 0 0 3 25 7 17 30 42 8.0 0 0 28 61 A L0.0 0 0 4 3 7 &IS O 0 15 W 53 20:15 0 0 3 2 5 8:30 0 0 11 9 20 20:30 0 0 6 6 12 8:45 0 0 6 W 12 120 18 180 20AS 0 0 2 15 5 16 7 31 9:00 0 0 J 9 16 21:00 0 0 2 1 3 9:15 0 0 3 9 12 21:15 0 0 2 4 6 9:30 0 0 5 5 30 21:30 0 0 2 1 3 9AS 0 0 8 23 15 38 23 61 21:65 1 0 0 3 9 3 9 6 a 10:0 0 0 2 4 6 22:00 0 0 2 4 6 10:15 0 0 3 3 6 22:15 0 0 3 1 4 10:30 0 0 5 5 30 22:30 0 0 0 0 1045 0 0 8 a 14 26 22 44 22:45 0 0 2 7 0 5 2 12 13.0 0 0 6 4 10 23:00 0 0 0 1 1 11:15 0 0 7 11 18 23:15 0 0 1 1 2 11:30 0 0 3 7 10 23:30 0 0 1 1 2 23:45 0 0 a I I 4 TOTALS 1 193 333 526 TOTALS 403 361 7211 SPIIr% 3a7% 63.3% 40.6 5907% 53.1% 46. S9.4 I AMpwkM 7,45 730 7:30[4-6ft� r+1 vnM Hour 13.45 14:00 14M pMpkydurc 84 188 270M Pk Volume 0 0 161 ftwrx 0.700 o.ml a696Pk HrFxt O.W 0541 0.719 7-9 V41une 106 2>e 3244-6Wume 304 87 195 K 7.9kl 7:45 730 7:30-6Pe.k. 17W 17:W 17:00 7-9Pk Va 44 l40 270 v 54 PkMFx OWO om ii 6PtwFe[br 0906 0767 0.9A -m OSE E e �. tc'..nuu0 �mm A. D Prepared By: Transtech Engineers, Inc. I Page 28 of 33 ATTACHMENTS Attachment 4: 24 -Hr Speed Survey Counts for Fern Avenue west of Del Mar Avenue Prepared by NDS(ATD Prq�46 6y Nmrol Na 65urvqn0 Ssncas VOLUME Fern Ave E/O Del Mar Ave Day: Tuesday Date: 9/24/2024 CItY XOHH1ead Project: a: rA24_o2D333_OD2 Ogg - ROSE E D Prepared By: Transtech Engineers, Inc. I Page 29 of 33 DAILY TOTALS AM • d NB SB EB TOTAL PM Permd NB 5B EB WB TOTAL 0'00 0 0 0 0• 12w 0 0 5 11 Ifi WAS 0 0 0 1 1 12:15 0 0 7 9 16 0:30 0 0 1 1 2 1230 0 0 5 3 e OAs 0 0 1 0 2 3 12:45 0 0 5 22 5 28 10 W 1.0 0 0 0 0 13:00 0 0 8 u 20 1:15 0 0 O 0 13:15 0 0 1 8 16 1:30 0 0 0 0 It= 0 0 4 7 11 1AS 0 0 0 13AS 0 0 7 27 15 42 22 69 2:00 0 0 0 1 1 14:00 0 0 5 M 19 2:15 0 0 0 0 10:15 0 0 8 19 27 2:30 0 0 1 0 1 14:30 0 0 18 16 34 2AS 0 0 0 1 0 1 2 14:45 0 0 16 47 8 57 24 104 3:00 0 0 0 0 15:00 0 0 8 6 14 3:15 0 0 0 0 15:15 0 0 5 9 15 130 0 0 0 0 1530 0 0 7 5 u 3:65 1 0 0 0 1 1 1 1 15:45 0 0 3 24 8 28 11 52 4:00 0 0 0 0 16:00 0 0 7 30 17 4:15 0 0 0 0 16:15 0 0 7 9 16 430 0 0 0 1 1 16:30 0 0 7 9 15 4A5 0 0 1 1 0 1 1 2 16:45 0 0 4 25 7 35 11 60 5.0 0 0 0 0 17.0 0 0 7 30 17 SAS 0 0 0 1 1 17:15 0 0 11 15 26 5:30 0 0 1 0 1 1730 0 0 7 14 21 SAS 0 0 0 3 9 1 2 17:45 0 0 6 31 12 51 18 82 6:00 0 0 2 2 4 18:00 0 0 9 6 15 6:15 0 0 2 2 4 18:15 0 0 9 6 15 6:30 0 0 0 1 1 1830 O 0 2 8 10 6AS 0 0 3 7 3 a 6 15 18:45 0 0 5 26 5 25 11 51 7:00 0 0 3 4 7 19:00 0 0 4 11 15 7:15 0 0 5 30 15 19AS 0 0 8 4 12 7:30 0 0 6 27 33 19:30 0 0 2 2 4 7:45 0 0 12 26 39 80 51 106 19:45 0 0 6 20 5 22 11 42 8:00 0 0 14 53 67 20:00 0 0 4 3 7 8:15 0 0 9 21 30 20:35 0 0 4 2 6 8:30 0 0 7 8 15 2030 0 0 7 30 17 8:45 0 0 2 32 11 93 13 115 20:45 0 0 1 w 3 18 4 M 9:00 0 0 6 6 12 21:00 0 0 1 4 5 9:15 0 0 5 5 10 HAS 0 0 2 5 7 9:30 0 0 4 8 12 2130 0 0 1 3 4 9A5 0 0 6 21 5 24 11 45 21AS 0 0 2 6 3 15 5 21 10:00 0 0 2 5 7 22.0 0 0 3 5 8 10:15 0 0 6 7 n 22:15 0 0 0 2 2 10:30 0 0 5 13 18 22:30 0 O 0 1 1 I&A5 0 0 4 37 9 34 13 51 :4 0 0 1 4 0 8 1 12 11:00 0 0 3 7 SO 23:00 0 0 0 1 1 11:15 0 0 6 7 0 23:15 0 0 0 1 1 11:30 0 0 3 6 9 23:30 0 0 2 1 3 :t4 7 6 6 4 23:45 7 TO 124 271 3% TOTALS 250 334 584 5%Ir% 1 33A% M 40.3 SPDr% 42.8% 57. 59. DAILY TOTALS 0 0 W4 6D5 979 WPeak Haar 7A5 ]30 7:.PM Peak Haur 14:.50.45 1400 W Pk VI,[— 41 M 181 M Pk Valume 50 64 1rH Pk W Lana Ono 0660 6675Pk Hr Facwr Q694 ow 0.765 7-9 m Volue 56 In 2310-6 W... [4"-6ft 56 W H2 9Peak Haur TA5 730 7]0-6 Peak Hour 17W 1700 1700 7-9Pk Volume 42 190 at %1.I.. 31 51 13Pkf Fanor O.M 0W 0.615Pk Hr Fac. Ogg - ROSE E D Prepared By: Transtech Engineers, Inc. I Page 29 of 33 ATTACHMENTS Attachment 5: Turning Movement Counts (TMC) at Fern Avenue and Jackson Avenue Prepared by National Data & Su eying Services Jackson Ave & Fern Ave Peak Hour Turning Movement Count ID: 24-020355001 Jackson Ave Day: Tuesday City: Rosemead a _ _ a Date: 10/8/2024 so I 07:30 AM -08:30 AM I AM 83 100 6 0 0 0 M 0200 PM -03:00 PM xooN 32 76 6 1 Y � I 05.00 PM - 06:00 PM I PM 35 111 2 110 I 0 AM NOON PM 41 ♦ 1* U I I 0 1 0 0 2441 93 1 77 a a148 *312'7 , 0 E 1 0 ♦ 1 0 AM NOON PM Totals (AM) m 8 e 45J + yt 27 43y O « 110 484 h � s 4 M c FN Totals (NOON) IN #n .o L vt14 37jin � + 28y ® f39 �h ♦ N .fin P`r W I Totals (PM) h .y O set ".+ i 17 25-E ♦ � 28 27.4 ♦ re4*4 A O W F N 25 NOON �OSE,�E'AD 214 141 163 4 0 +1 PM 43 0 CON 113 0 AM 152 0 AM 1 700 AM - 0900 AM iOON 1:00 PM - 03 00 PM oM 4:00 PM - 06:00 PM PM NOON AM 0 t 17 14 27 1 ♦ 28 39 110 0 r 4 6 4 0 ` 1 0 0 b 39 1 37 1 49 0 1 0 h t & 14 102 3 m 22 89 3 Noa 51 142 0 AM Jackson Ave PM NOON AM 0 0 sa 1'b g Totals (AM) w g .o 45j� ♦ SO 27 43y ♦ .110 49-4 ? �i4 7 OnF, N "otals (NOON) ry .o 3� 7,fa ~t 14 28� OX39 31i V6 h * M N w F Totals (PM) N 4i 4j + ~l. 17 25y ♦ � 28 27-4. r4r4 A O W F N Prepared 8y: Transtech Engineers, Inc. 1 Page 30 of 33 1CIW9vdIk5� ey ryy�y zzPlMe4Y11i O O�N 11-4 M.-.om-. V PM 18 y f 3 PM NOON 15 + 25 NOON AM 5 2 AM AM 20 14 AM NOON 8 t * 5 NOON PM 5 y 3 PM J, Wz W V O A r O i 0. O f O PM NOON AM 0 0 sa 1'b g Totals (AM) w g .o 45j� ♦ SO 27 43y ♦ .110 49-4 ? �i4 7 OnF, N "otals (NOON) ry .o 3� 7,fa ~t 14 28� OX39 31i V6 h * M N w F Totals (PM) N 4i 4j + ~l. 17 25y ♦ � 28 27-4. r4r4 A O W F N Prepared 8y: Transtech Engineers, Inc. 1 Page 30 of 33 ATTACHMENTS Attachment 6: Pedestrian Movement Counts at Fern Avenue and Jackson Avenue Location: Jacksm Ave & Fern Ave City: Rosemead Data - Total Peds Project ID: 24-020355-001 Date: 10/8/2024 NS/EW Street: Jackson Ave ]acksw Ave Fan Ave Fan Ave • • NORTH LEG SOUTH LEG EAST LEG WEST LEG TOTAL 1:00 PM EB WB EB WB NB SB NB SB TOTAL 7:00 AM 0 1 0 0 0 0 0 0 1 7:15 AM 1 2 1 0 0 0 3 0 7 7:30 AM 2 5 0 0 3 0 2 0 12 7:45 AM 7 10 0 5 8 0 11 2 43 8:00 AM 7 6 1 0 1 0 7 0 22 8:15 AM 1 1 2 2 2 2 0 3 13 8:30 AM 0 0 1 0 0 3 0 0 4 8:45 AM 0 1 0 1 0 2 1 0 5 TOTAL VOLUMES: EB WB EB WB NB SB NB SB TOTAL TOTALVOLUMES: 18 26 5 8 14 7 24 5 107 APPROACH%'s: 40.91% 59.09% 1 38.46% 61.54% 66.67% 33.33% 82.76% 17.24% TOTAL PEAK HR: 07:30 AN -0830 AM I 3 7 14 2 20 5 TOTAL 90 PEAKHRVOL: 17 22 PEAK HR FACTOR: 1 0.607 0.550 0.375 0.350 0.438 0.250 0.455 0.417 0.523 0.375 0.574 0.500 0.500 0.481 i(0 OS "- ,.E EA , ., �....D v, Prepared By: Transtech Engineers, Inc. I Page 31 of 33 NORTH LEG SOUTH LEG EAST LEG WEST LEG • • EB WB EB WB NB SB N8 SB TOTAL 1:00 PM 0 0 1 1 0 2 0 0 4 1:15 PM 0 0 0 0 3 0 0 1 4 1:30 PM 0 0 0 0 1 3 0 1 5 1:45 PM 0 1 0 2 1 0 0 0 4 2:00 PM 2 2 1 0 1 3 1 1 it 2:15 PM 0 0 0 0 1 0 3 0 4 2:30 PM 17 11 2 0 2 13 4 14 63 2:45 PM 14 0 0 0 � 1 9 I 0 0 24 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES: 33 14 4 3 10 30 8 17 119 APPROACH Ws; 70.21% 29.79% 57.14% 42.86% 25.00% 75.00% 32.00% 68.00% PEAK FIR: 02:00 PM - 03:00 PM 6 4 3 3 5 18 TOTAL PEAK HR VOL: 33 13 3 0 5 25 8 15 102 PEAKHRFACTOR: 0.485 0.295 0.375 0.625 0.481 0.500 0.268 0.405 0.523 0.411 0.375 0.500 0.319 i(0 OS "- ,.E EA , ., �....D v, Prepared By: Transtech Engineers, Inc. I Page 31 of 33 NORTH LEG SOUTH LEG - EAST LEG WEST LEG EB WB EB WB NB SB NB SB TOTAL 4:00 PM 0 0 2 0 0 2 1 2 7 4:15 PM 0 0 0 0 0 2 0 1 3 4:30 PM 1 0 D 0 0 1 0 1 3 4:45 PM 0 0 0 0 0 1 1 2 4 5:00 PM 1 1 0 0 0 1 0 3 6 5:15 PM 1 1 0 0 0 1 1 2 6 5:30 PM 0 1 5 1 1 0 1 10 19 5:45 PM 0 1 1 3 2 1 3 3 14 EB WB EB WB NB SB NB SB TOTAL TOTALVOLUMES: 3 4 8 4 3 9 7 24 62 APPROACH Ws: 42.86% 57.14% 66.67% 33.33% 25.000% 75.00% 22.58% 77.42% PEAK HR: 05:00 PM - 06:00 PM 6 4 3 3 5 18 TOTAL 45 PEAK HR VOL: 2 4 PEAK HR FACTOR: 0.500 1.000 0.300 0.333 0.375 0.750 0.417 0.450 0.592 0.750 0.417 O.SOD 0.523 i(0 OS "- ,.E EA , ., �....D v, Prepared By: Transtech Engineers, Inc. I Page 31 of 33 ATTACHMENTS Attachment 7: Adults- Pedestrian Movement Counts at Fern Avenue and Jackson Avenue Location: Jades Ave & Fern Ave Project ID: 24-020355-001 City: Rosemead Date: 10/8/2024 Data - Peds Adults NS/EW Streets: Jackson Ave Jackson Ave Fern AW Fern Ave NORTH LEG '.. SOUTH LEG EAST LEG WEST LEG TOTAL 4:00 PM EB WB EB WB 1 NB SB NB SB TOTAL 7:00 AM 0 0 0 0 0 0 0 0 7:15 AM 0 0 1 0 0 0 0 0 7:30 AM 1 2 0 0 3 0 1 0 r22 AM 6 1 0 2 8 4 1 4 _7:45 8:00 AM 7 1 1 0 _0 1 0 5 0 8 8:15 AM 1 1 2 1 2 2 0 2 4 8:30 AM 0 0 1 0 0 3 0 0 54 8:45 AM 0 1 0 1 0 2 1 0 TOTALVOLUMES: EB WB EB WB NB SB NB 58 TOTAL TOTAL VOLUMES: 15 6 5 4 14 7 11 3 65 %'a: 71.43% 28.57% 55.56% 44.44% 66.67% 33.33% 78.57% 21.43% TOTAL 35 -APPROACH PEAK HR: 07.30 AM - 0&30 AM 3 3 14 2 10 3 TOTAL 55 PEAKHRVOL: 15 5 PEAK HR FACTOR: 0.536 0.625 0.375 0.375 0.438 0.250 0.500 0.375 0.625 0.625 0.500 0.500 0.650 Prepared By: Transtech Engineers, Inc. Page 32 of 33 OSE EAD NORTH LEG SOUTH LEG EAST LEG WEST LEG EB WB ES WB NB S8 NB SB TOTAL 4:00 PM EB WB EB WB NB SIB NB SB TOTAL 1:00 PM 0 0 1 1 0 2 0 0 4 1:15 PM 0 0 0 0 3 0 0 1 4 1:30 PM 0 0 0 0 1 3 0 1 5 1:45 PM 0 1 0 2 1 0 0 0 4 2:00 PM 1 1 1 0 1 2 1 1 8 2:15 PM 0 0 0 0 1 0 3 0 4 2:30 PM 11 10 2 0 1 13 4 13 54 2:45 PM 8 0 i 0 0 1 7 0 0 16 TOTALVOLUMES: EB WB EB WB NB SB NB SB TOTAL TOTALVOLUMES: 20 12 4 3 9 27 8 16 99 %'s! 62.50% 37.50% 57.14% 42.86% 25.00% 75.00% 33.33% 66.67% TOTAL 35 -APPROACH PEAK HR: 02:00 PM - 03:00 PM 3 0 4 22 8 14 TOTAL 82 PEAK HR VOL: 20 11 PELT HR FACTOR: 1 0.455 0.275 0.375 1.000 0.423 0.500 0.269 0.380 0.369 0.375 0.464 0.324 Prepared By: Transtech Engineers, Inc. Page 32 of 33 OSE EAD NORTH LEG SOUTH LEG EAST LEG WEST LEG EB WB ES WB NB S8 NB SB TOTAL 4:00 PM 0 0 1 00 0 1 2 4 4:15 PM 0 0 0 0 0 1 0 1 2 4:30 PM 1 0 0 0 0 1 0 1 3 4:45 PM 0 0 0 0 0 1 1 1 3 _ 5:00 PM 1 1 0 0 0 1 0 2 5 5:15 PM 1 1 0 0 0 1 1 2 6 5:30 PM 0 1 2 1 1 0 1 4 10 5:45 PM 0 1 1 3 2 1 3 3 14 EB WB EB WB NB SB NB SB TOTAL TOTALVOLUMES: 3 4 4 4 3 6 7 16 47 APPROACH Ws: 42.86% 57.14% 1 50.00% 50.00% 33.33% 66.67% 30.43% 69.57% PEAK HR: 05:00 PM - 06:00 PM I 3 4 3 3 5 11 TOTAL 35 PEAKHRVOL: 2 4 PEAK HR FACTOR: 0.500 1.000 0.375 0.333 0.375 0.750 0.417 0.688 0.625 0.750 0.438 0.500 0.667 Prepared By: Transtech Engineers, Inc. Page 32 of 33 OSE EAD ATTACHMENTS Attachment 8: Student Age- Pedestrian Movement Counts at Fern Avenue and Jackson Avenue Location: Jackson Ave & Fern Ave Project ID: 2+020355-001 City: Rosemead Date: 10/8/2024 Data - Peds Kids NS/EW Streets: 3ackwn Ave ]ad6m Ave Fern Ave Fun Ave • NORTH LEG SOUTH LEG EAST LEG WEST LEG TOTAL 1:00 PM EB WB EB WB NB SB NB SB TOTAL 7:00 AM 0 1 0 0 0 0 0 0 1 7:15 AM 1 2 0 0 0 0 3 0 6 7:30 AM 1 3 0 0 0 0 1 0 5 7:45 AM 1 9 0 3 0 0 7 1 21 8:00 AM 0 5 0 0 0 0 2 0 7 8:15 AM 0 0 0 1 0 0 0 1 2 8:30 AM 0 0 0 a 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 TOTAL VOLUMES: EB WB EB WB NB SB NB SB TOTAL TOTALVOLUMES: 3 20 0 4 0 0 13 2 42 APPROACH Ws: 13.04% 86.96% 0.00% 100.00% 1 3 86.67% 13.33% TOTAL 20 PEAKHR: 07:30 AM -0830 AM 0 4 0 0 10 2 TOTAL 35 PEAKHRVOL: 2 17 PEAK HR FACTOR: 0.500 0.471 0.333 0.500 0.3570.500 0.417 WB 0.475 0.333 NB 0.375 NB OSE ,.„AD Prepared By: Transtech Engineers, Inc. I Page 33 cf 33 NORTH LEG SOUTH LEG EAST LEG WEST LEG • EB WB ES WB NB SB NB SB TOTAL 1:00 PM 0 0 0 0 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 200 PM 1 1 0 a 0 1 0 0 3 2:15 PM 0 0 0 0 0 0 0 0 0 2:30 PM 6 1 0 0 1 0 0 1 9 2:45 PM 6 0 0 0 0 2 0 0 8 0 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES: 13 2 0 0 1 3 0 1 20 APPROACH %'s: 86.67% 13.33% 0 25.00% 75.00% 0.00% 100.00% 0 PEAK HR: 02:00 PM - 03:00 PM 0 0 1 3 0 1 TOTAL 20 PEAKHRVOL: 13 2 PEAKHRFACTOR: 0.542 0.500 0 0.250 0.375 0.250 0.556 0 0.536 0 0.500 0.250 EB OSE ,.„AD Prepared By: Transtech Engineers, Inc. I Page 33 cf 33 NORTH LEG SOUTH LEG EAST LEG WEST LEG E EB WB EB WB NB SB NS SB TOTAL 4:00 PM 0 0 1 0 0 2 0 0 3 4:15 PM 0 0 a 0 0 1 0 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 3 0 0 0 0 6 9 5:45 PM 0 0 0 0 0 0 0 0 0 EB WB EO WB NB SB NB S8 TOTAL TOTALVOLUMES: 0 0 4 0 0 3 0 8 15 APPROACH a/o's: 100.00% 0.00% 0.00% 100.00% 0.00% 100.00% PEAK HR: 05:00 PM - 06:00 PM 3 0 0 0 0 7 TOTAL 10 PEAK HR VOL: 0 0 PEAK HR FACTOR: 0.250 0.292 0278 0.250 0.292 OSE ,.„AD Prepared By: Transtech Engineers, Inc. I Page 33 cf 33 Attachment B Installation Exhibit Z O LL O O ¢ a � w Z Y [if w W OLL 7) to LU LU LL J 'w W F Z LL H LL M QLu z W W M W w Z m w 0 F, /� U) Q U3 Z LL x a LL F- w�YI �of cFiI U) O Z n aJ N =7 w Y Z O ci N W L L w Q ' � W J 2 w F F Q H F- LU ; cu-U U) w... e. 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