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CC - Item 5D - Sixth Month Review of Conditions of Approval - Conditional Use Permit 16-08 (Binh Ding Temple) E M F S 9 ° ROSEMEAD CITY COUNCIL ,v CIVIC PRIDE STAFF REPORT ' rt• 11 TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: GLORIA MOLLEDA, CITY MANAGER.N • DATE: SEPTEMBER 10, 2019 SUBJECT: SIXTH MONTH REVIEW OF CONDITIONS OF APPROVAL— CONDITIONAL USE PERMIT 16-08 (BINH DINH TEMPLE) SUMMARY On December 12, 2017, the City Council approved Conditional Use Permit 16-08 for the operation of Binh Dinh Temple ("Temple") at 7516 Emerson Place, and adopted a comprehensive list of Conditions of Approval. At that time, Condition No. 32 was added for a sixth month Council review (from issuance of a Certificate of Occupancy or final building permit) to ensure compliance with the said Conditions of Approval. In addition to the sixth month review, the City Council also directed staff to look into a traffic impact analysis to determine the existing parking conditions within the vicinity, specifically from Del Mar Avenue to New Avenue (east to west bound) and Garvey Avenue to Hellman Avenue (south to north bound). This report will provide an overview of the Conditional of Approval compliance and the traffic impact analysis. DISCUSSION On February 6, 2019, the Temple was issued a Certificate of Occupancy and began operating. To verify the Temple's compliance with the Conditions of Approval, the City of Rosemead Planning Division completed various onsite inspections in February, March, April, May, June, July, and August 2019. The Planning Division's review was also coordinated with the Building and Safety Division, Code Enforcement Division, Public Safety Department, Public Works Department, Los Angeles County Fire Department, and the Los Angeles County Department of Public Health, as specific conditions pertained to these agencies when the project was approved. A complete analysis of each project Condition is provided in "Attachment A" of this report. Correspondences from the aforementioned agencies have been compiled and are provided in "Attachment B." It is staff's opinion that the Temple has demonstrated a good effort to satisfy all conditions of approval. No issues were found during the six-month period. AGENDA ITEM NO. 5.D City Council Meeting September 10,2019 Page 2 of 3 Based on the City Council's directive, a Traffic Impact Analysis ("TIA") included as "Attachment C" was prepared by Transtech Engineers, Inc. on August 12, 2019. A survey and analysis of existing conditions near the location of the Temple was conducted. The TIA is intended to illustrate current conditions as well as identify any potential impacts the Temple's operations may have on the surrounding neighborhood and Ralph Waldo Emerson Elementary. The TIA determined that on-street parking on Sundays is the main concern in the neighborhood surrounding the Temple. The TIA stated that while the Temple is adding to the parking congestion, it could not be concluded that all of the parking impacts were a result of the Temple, as the study identified pre-existing conditions such as multi-family residences and households owning more than one car that contributed to the parking congestion. The TIA also included a list of recommendations which can be found on page 35 of the report in "Attachment C." Staff has reviewed the recommendations and will be working with the Public Works Department on ways to mediate the on-street parking issues that are pre-existing within the surrounding neighborhood. STAFF RECOMMENDATION Staff recommends that the City Council receive and file this report. FISCAL IMPACT None STRATEGIC PLAN IMPACT The said sixth month review is consistent with the Guiding Principles of Fiduciary Responsibility No. 5 —Provide for transparency. PUBLIC NOTICE PROCESS This item has been noticed through the regular agenda notification process. Prepared by: ao, Associate Planner City Council Meeting September 10,2019 Page 3 of 3 Reviewed by: :I ' .,,r Lily .lenzuela, Planning and Economic Development Manager Submitted by: Ben Ki i ssistant City Manager Attachment A: Conditions of Approval Review Comments, dated September 10, 2019 B: Correspondences from Reviewing Agencies, dated September 10, 2019 C: Traffic Impact Analysis, dated August 12, 2019 (,,, ,,,,,, d ii,l a: 44qilni -::•7 ,co,tiris`"" POgATEQ�� Attachment A Conditions of Approval Review Comments, Dated September 10, 2019 BINH DINH TEMPLE CONDITIONS OF APPROVAL ROSEMEAD CITY COUNCIL SIXTH MONTH REVIEW OF CONDITIONS OF APPROVAL SEPTEMBER 10,2019 The following contains the list of conditions together with a brief status report. 1. Conditional Use Permit 16-08 ("Project") is approved for the operation of a place of religious assembly at 7516 Emerson Place, in accordance with the plans marked Exhibit "B", dated November 6, 2017. Any revisions to the approved plans must be resubmitted for Planning Division review and, if satisfactory, approval. The applicant has satisfied this condition. No request for the revisions of the approved plans have been made since Binh Dinh Temple received their Certificate of Occupancy on February 6, 2019. 2. The following conditions must be complied to the satisfaction of the Planning Division prior to final approval of the associated plans,building permits,occupancy permits,or any other appropriate request. The applicant has satisfied this condition and a Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. 3. The conditions of approval listed on this exhibit shall be copied directly onto any development plans submitted to the Planning and Building Divisions. The applicant shall ensure that all conditions of approval have been met and are in full force prior to the issuance of a building permit or Certificate of Occupancy as determined by the Director of Community Development. The applicant has satisfied this condition as the conditions of approval have been copied directly onto the development plans. The Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. 4. Approval of Project shall not take effect for any purpose until the applicant(s) have filed with the City of Rosemead("City")a notarized affidavit stating that he/she is aware of and accepts all of the conditions of approval as set forth in the letter of approval and this list of conditions within ten(10) days from the City Council approval date. The applicant has satisfied this condition. The affidavit was signed by the applicant on January 2nd, 2018. 5. The on-site public hearing notice posting shall be removed by the end of the 10-day appeal period of Project. The applicant has satisfied this condition. The on-site public hearing notice posting was removed by the end of the 10-day appeal period of the Project. 6. Project approval is valid for one (1) year from the City Council approval date. The entitlement shall not be deemed exercised until a building permit has been issued and the project has commenced construction ("break ground"), or has commenced permitted use in compliance with the conditions of approval. If said entitlement is not exercised or a time extension has not been granted during this time frame, this approval shall automatically expire without further action by the City. Request for time extension shall be submitted to the Planning Division within 30 calendar days prior to expiration. If Project has been unused, abandoned, or discontinued for a period of one (1) year, this entitlement approval shall become null and void. The applicant has satisfied this condition and a Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. 7. The City Council hereby authorizes the Planning Division to make and/or approve minor modifications to the project and to these conditions of approval. No modifications have been made to the project or the conditions of approval since Binh Dinh Temple received their Certificate of Occupancy on February 6, 2019. 8. Project is granted or approved by the City, and its Planning Commission and City Council, retaining and reserving the right and jurisdiction to review and to modify the permit, including the conditions of approval based on changed circumstances. Changed circumstances include,but are not limited to,the modification of the use,a change in scope, emphasis, size,or nature of the use,or the expansion,alteration,reconfiguration,or change of use. This reservation of right to review is in addition to, and not in lieu of, the right of the City, its Planning Commission, and City Council to review and revoke or modify any permit granted or approved under the Rosemead Municipal Code for any violations of the conditions imposed on Project. No modifications have been made to the project or the conditions of approval since Binh Dinh Temple received their Certificate of Occupancy on February 6, 2019. 9. The applicant(s) shall defend, indemnify, and hold harmless the City of Rosemead or its agents, officers, and employees from any claim, action, or proceeding against the City of Rosemead or its agents, officers, or employees to attack, set side, void, or annul, an approval of the Planning Commission and/or City Council concerning the project, which action is brought within the time period provided by law. The applicant is in compliance with this condition. 10. The applicant(s) shall comply with all Federal, State, and local laws relative to the approved use, including the requirements of the Planning, Building, Fire, Sheriff, and Health Departments, including but not limited to the occupancy limit set forth by the Building and Fire Department. (MODIFIED BY THE CITY COUNCIL ON DECEMBER 12,2017) The applicant has satisfied this condition and a Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. 11. Building permits will not be issued in connection with any project until such time as all plan check fees and all other applicable fees are paid in full. Prior to issuance of building permits, any required school fees shall be paid. The applicant shall provide the City with written verification of compliance from the applicable school districts. The applicant has satisfied this condition. No school fees were required and a Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. 12. The numbers of the address signs shall be at least six (6) inches tall with a minimum character width of 3/4 inch,contrasting in color and easily visible at driver's level from the street. Materials, colors, location, and size of such address numbers shall be approved by the Community Development Director, or his/her designee, prior to installation. The applicant is in compliance with this condition. 13. The hours of construction shall be limited from 7:00 a.m. to 8:00 p.m., Monday through Saturday. No construction shall take place on Sundays or on any federal holiday, without prior approval by the City. The applicant shall abide by the noise control sections of the Rosemead Municipal Code. The applicant is in compliance with this condition. 14. The Building Division, Planning Division, and Engineering Division shall have access to the project site at any time during construction to monitor progress. The applicant has satisfied this condition and a Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. 15. All requirements of the Building and Safety Division,Planning Division, and Engineering Division shall be complied with prior to the final approval of the proposed construction. The applicant has satisfied this condition and a Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. 16. Violations of the conditions of approval may result in citation and/or initiation of revocation proceedings. The applicant is in compliance with this condition. 17. The site shall be maintained in a graffiti-free state. Any graffiti shall be removed within twenty-four(24) hours. The applicant is in compliance with this condition. Staff conducted inspections on March 10th, April 21st, May 7th, June 6th, July 25th, and August 12th of 2019 during hours of operation. 18. The site shall be maintained in a clean, weed and litter free state. The applicant is in compliance with this condition. Staff conducted inspections on March 10`h, April 215, May 7`h, June 6`h, July 25`h, and August 12`h of 2019 during hours of operation. 19. The hours of operation for assembly purposes shall be limited to 11:00 a.m. to 2:00 p.m. on Monday, Tuesday, Thursday, and Friday, 11:00 a.m. to 1:00 p.m. on Wednesday, and 10:30 a.m. to 3:00 p.m. on Saturday and Sunday. (MODIFIED BY THE CITY COUNCIL ON DECEMBER 12,2017) The applicant is in compliance with this condition. Staff has conducted inspections during hours of operation on March 10th, April 21St May 7th, June 6`h, July 25`h, and August 12`h of 2019. In addition, staff has conducted numerous drive-by inspections during hours when the temple was not supposed to be in operation to ensure compliance with this condition. 20. All noise shall abide by Rosemead Municipal Code Chapter 8.36. The applicant is in compliance with this condition as the City has not received any noise complaints. 21. All activities shall take place within the interior of the building while the doors and windows are closed. There shall be no amplification of music or voice outside of the building. Sound as measured at the property line shall not exceed a noise performance standard of 60 dBA during hours of operation. The applicant is in compliance with this condition as the City has not received any noise complaints. 22. Only smokeless incense shall be used, such as LED or other approved material that does not create or emit smoke or emission other than water vapor. The applicant is in compliance with this condition as staff has observed the use of smokeless LED incense during site inspections conducted on March 10`h, April 215`, May 7`h, June 6th, July 25`h, and August 12`h of 2019. 23. All outdoor kitchen appliances and portable shade structures shall be removed. The applicant has satisfied this condition. Staff's inspection on January 30, 2018 revealed that all outdoor kitchen appliances and portable shade structures were removed. 24. The trash enclosure shall be constructed to match the proposed fencing.A solid roof cover, to the satisfaction of the Planning Division, shall be provided for the trash enclosure. The roof shall provide adequate clearance to allow complete access of waste bins. The trash enclosure shall be equipped with self-closing, solid, doors. The applicant is in compliance with this condition. 25. Exterior lighting shall be of low intensity and shielded so that light will not spill out onto surrounding properties or project above the horizontal plane. The applicant is in compliance with this condition. PUBLIC WORK'S CONDITIONS OF APPROVAL It was determined by the Public Works Department that the following conditions do not apply as Binh Dinh Temple did not conduct any significant improvements to the existing structure in order to require public-right-of-way improvements. 26. Install driveway approach per SPPWC Standard Plan 110-2. 27. All work proposed within the public right-of-way shall require permits from the Public Works Department. 28. Install one (1)24-inches box parkway tree per SPPWC Standard Plan 520-4. 29. Remove existing and install 4-inches thick PCC Sidewalk from property line to property line. 30. Remove existing and install PCC curb and gutter from property line to property line per SPPWC Standard Plan 120-2. ADDITIONAL CONDITIONS 31. The applicant shall obtain a Temporary Use Permit or Special Events Permit as required pursuant to Section 17.124 (Temporary Use Permits and Special Events) of the RMC. Temporary Use Permit or Special Events Permit is limited to no more than three events per calendar year and is subject to review and approval per Section 17.124 of RMC. (ADDED BY THE CITY COUNCIL ON DECEMBER 12,2017) The applicant has not requested a Temporary Use Permit or a Special Event Permit since they have obtained their Certificate of Occupancy on February 6, 2019. 32. The Conditional Use Permit shall be reviewed by the City Council after six months of receiving a Certificate of Occupancy or final building permit. Staff will present information to the council to determine compliance with the Conditions of Approval. (ADDED BY THE CITY COUNCIL ON DECEMBER 12,2017) A Certificate of Occupancy was issued by the Building and Safety Division on February 6, 2019. Since both City Council meetings were canceled in August, the sixth month review of conditions of approval for Binh Dinh Temple is presented to the City Council Meeting on September 10, 2019. S E M F 4*er1 a: CIViC PRIDE iiiiii .81 -(*PORATED i- Attachment B Correspondences from Reviewing Agencies, Dated September 10, 2019 CORRESPONDENCES FROM REVIEWING AGENCIES BUILDING AND SAFETY DIVISION From: Brad Fliehmann Sent:Tuesday,August 27,2019 11:58 AM To:Annie Lao<alao@cityofrosemead.org> Subject: RE: Conditional Use Permit 16-08-7516 Emerson Place (Sixth Month Review of Conditions Of Approval) Hi Annie, As of August 27, 2019,the Building Division has not received any complaints or been made aware of any issues at this property.All Building permits have been completed and approved February 6, 2019. Brad Fliehmann Contract Building Official City of Rosemead- Building Division '0 E• -AD 8838 E.Valley Blvd. Rosemead, CA 91770 Office: (626) 569-2221 bfliehmann@citvofrosemead.org www.citvofrosemead.org CODE ENFORCEMENT DIVISION From:Wayne Co Sent:Tuesday,August 27, 2019 3:07 PM To:Annie Lao<alao@cityofrosemead.org> Subject: Re: Conditional Use Permit 16-08-7516 Emerson Place (Sixth Month Review of Conditions Of Approval) Hello Annie, We went out to location a while back, no violation and no complaints lately for this location Thank you. Wayne Co Senior Code Enforcement Officer OSE AD 8838 E.Valley Blvd. Rosemead, CA 91770 Office: 626-569-2188 Cell: 626-806-2533 PUBLIC SAFETY DEPARTMENT From: Chris Kusayanagi Sent:Tuesday,August 27, 2019 10:04 AM To:Annie Lao<alao@cityofrosemead.org> Subject: Re: Conditional Use Permit 16-08-7516 Emerson Place (Sixth Month Review of Conditions Of Approval) Annie, There have been no calls for service and I am unaware of any other negative incidents that have occurred at 7516 Emerson Place. Chris Sent from my iPhone COUNTY OF LOS ANGELES FIRE DEPARTMENT A -jute.. :flJ COUNTY OF LOS ANGELES FIRE DEPARTMENT ����. FIRE PREVENTION DIVISION Land Development Unit 5823 Rickenbacker Road Commerce, CA 90040 Telephone (323) 890-4243, Fax (323) 890-9783 PROJECT: CUP 16-08 DATE: 07-10-2019 LOCATION: 7516 Emerson Place - Rosemead PLANNER: Annie Lao The Fire Department's Land Development Unit has no requirements for the six month review of Conditions of Approval. If any changes to existing approval and configuration review and approval by the County of Los Angeles Fire Department Fire Prevention Engineering Section Building Plan Check Unit may be required for this project prior to building permit issuance. Contact the County of Los Angeles Fire Department Fire Prevention Engineering Section Plan Check Office for specific review and submittal requirements for this project at the following address: County of Los Angeles Fire Department Fire Prevention Engineering Section — Building Plan Check Office 5823 Rickenbacker Road Commerce, CA 90040 (323) 890-4125 Fire Protection facilities; including access, must be provided prior to and during construction. For any questions regarding the report, please contact FPEA Claudia Soiza at (323) 890-4243 or at Claudia.soiza(c�fire.lacounty.gov . S E M F el 1 0,,. .. * C� C \\.............. CIViC PRIDE 14 0 Attachment C Traffic Impact Analysis, Dated August 12, 2019 TRAFFIC IMPACT ANALYSIS FOR TEMPLE AT 7516 EMERSON PLACE ROSEMEAD PREPARED FOR / 1 rk.))EMEAD CITY OF ROSEMEAD PREPARED BY TRANSTECh TRANSTECH ENGINEERS, INC. 13367 BENSON AVENUE CHINO, CA 91710 August 12, 2019 Contacts: Jana Robbins, PTP, RSP (909)595-8599 Jana.Robbins@transtech.org Allen Cayir, PE Ali.Cayir@transtech.org CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table of Contents INTRODUCTION 1 PROJECT DESCRIPTION 1 SCOPING 1 EXISTING STREET SYSTEM 5 ROAD GEOMETRY 8 EXISTING TRAFFIC VOLUME 9 PEAK HOUR WEEKDAY INTERSECTION COUNTS 9 PEAK HOUR SUNDAY INTERSECTION COUNTS 11 AVERAGE DAILY TRAFFIC(ADT) 12 EXISTING PEDESTRIAN AND BICYCLE COUNTS 12 RADAR SPEED SURVEY 13 ACCIDENT INVESTIGATION 14 EXISTING PUBLIC TRANSPORTATION 15 EXISTING PARKING CONDITIONS 15 TRAFFIC IMPACT STUDY METHODOLOGY 20 SIGNIFICANCE CRITERIA 20 INTERSECTION LEVELS OF SERVICE 21 PROJECT DESCRIPTION 23 TRIP DISTRIBUTION 26 EXISTING PLUS PROJECT CONDITIONS 27 SUMMARY OF INTERSECTION OPERATIONS 27 PARKING IMPACTS FROM TEMPLE TRAFFIC 29 PROJECT SUMMARY 33 RECOMMENDATIONS 35 PARKING 35 ATTACHMENTS 36 f CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page i E i' EAD KPJ ludadY timall lurn Anmrir,i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE List of Figures Figure 1.Vicinity Map 2 Figure 2. Location of Counts Included in the Study 4 Figure 3. Emerson Place,west of Temple facing east. 5 Figure 4.On Jackson Avenue,facing north. 5 Figure 5.On Prospect Avenue,facing north 5 Figure 6.On Stevens Avenue,facing south. 6 Figure 7. Existing Conditions 7 Figure 8. Road Geometry of Intersections 8 Figure 9.Weekday Peak Intersection Turning Movement Counts 9 Figure 10. Peak Hour on Sunday Intersection Turning Movement Counts 11 Figure 11. Location of Public Transportation 15 Figure 12. Location of Parking Occupancy Counts Along Segments 16 Figure 13.7516 Emerson Place, location of Temple 23 Figure 14. Project Only SUNDAY Peak Hour Intersection Turning Movement Counts 26 Figure 15. SUNDAY Peak Turning Movement Counts Plus Project 27 List of Tables Table 1. List of Intersections Included in the Study 2 Table 2. Study Street Segments 3 Table 3. 2018 Average Daily Traffic 12 Table 4. Summary of Pedestrian and Bicycle for Each 2 Hour Period (all legs of the intersection) 13 Table 5. Radar Speed Survey 14 Table 6. Summary of Accident History on Emerson Place from New Avenue to Del Mar Avenue 14 Table 7. Parking Capacity Along Emerson Place and Jackson Avenue on a Typical Weekday when School was in Session September 26,2018(7:00am to 4:00pm) 17 Table 8. Parking Capacity Along Emerson Place and Jackson Avenue on a Sunday September 30,2018 (10:00am to 4:00pm) 19 Table 9. Level of Service Description 20 Table 10. Intersection Impact Significance Threshold for Signalized Intersections 21 Table 11. Level of Service for Existing Signalized Intersections Conditions 21 Table 12. Level of Service for Unsignalized Intersections 22 Table 13. People Count on a Sunday during the highest 1 hour 24 Table 14. Comparison of Trip Generation during the Peak Hour of Generator 25 Table 15. Level of Service for Existing Signalized Intersections Conditions 28 Table 16. Parking Capacity Along Emerson Place and Jackson Avenue on a Weekday July 10,2019 (10:00am to 2:00pm) 29 Table 17. Parking Capacity Along Emerson Place and Jackson Avenue on a Sunday July 28, 2019 (11:00am to 3:00pm) 31 Table 18. Parking Capacity Along Jackson Avenue and Prospect Avenue on a Sunday July 28, 2019 (11:00am to 3:00pm) 32 CITY OF ROSEMEAD 1 ril Prepared By:Transtech Engineers,Inc. I Page ii 0SE EAD fud,,,s Small Irnvn Anmrii a 0 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE INTRODUCTION PROJECT DESCRIPTION On behalf of the City of Rosemead, Transtech Engineers Inc. has conducted a survey and analysis of existing conditions near the location of a Temple,which is operating in a modified single family residence at 7516 Emerson Place. For the purpose of this report, the word "Temple" will be used to refer to the operations of this project. This report is intended to illustrate current conditions as well as identify any potential impacts the Temple's operations may have on the surrounding residential community and the adjacent elementary school.The Temple is located 3 houses to the west of the Emerson Elementary school on the south side of Emerson Place. Operating hours are: o Sundays: 10:30am to 3:00pm o Mondays: 11:00am to 2:00pm o Tuesdays: 11:00am to 2:00pm o Wednesdays: 11:00am to 1:00pm o Thursdays: 11:00am to 2:00pm o Fridays: 11:00am to 2:00pm o Saturdays: 10:30am to 3:00pm This location has been operating as a place of religious worship and gathering since the 1990's. Recently, neighbors complained about the amount of people during celebrations, noise, incense, as well as issues related to parking.To be in conformance with City Policies the Temple sought to obtain a new Conditional Use Permit from the City and in 2018,the City granted a Conditional Use Permit so that the"Temple" may officially operate at this location.The site is comprised of a roughly 1,400 square foot house with a parking pad behind.A caretaker resides at the residence on a permanent basis and at the request of the City seven (7) parking stalls were striped in the property along with a marked entrance and exit lane. This Traffic Impact Analysis was commissioned by the City to examine existing conditions and to update the City on existing conditions with the Temple in operation to determine if it is impacting the surrounding community. SCOPING This report focuses on the traffic activity generated by the Temple. The area of study centered along Emerson Place from New Avenue to the west and Del Mar Avenue to the east and included Jackson Avenue, Prospect Avenue, and Stevens Avenue. Figure 1. Vicinity Map illustrates the study area. The intersection of New Avenue and Emerson Place is in the City of Monterey Park but was included since it is one of the main entry points to get to the Temple. CITY OF ROSEMEAD ci #0 Prepared By:Transtech Engineers,Inc. I Page 1 of 104 OSE EAD lud.,,,Sm.dl lo,11 Amer..] .. CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Figure 1.Vicinity Map A _ Vallev Blvd ///��` vaneyBlvd LEGEND N volar Bird `g 99 Ranch Market Q ' 7516 EMERSON PLACE (LOCATION OF PROJECT) _ RALPH WALDO EMERSON R A M O N K ® 'P Sen rdino Fwy .... ELEMENTARY SCHOOL ve ® •g..• Are ♦• Hellman Ave • ssh Zone9 i ♦• STUDY AREA z • Monterey Park EGavey Ave GarvayAre GARVEY roes Park The following intersections were chosen to be included in the study. Existing intersection counts were taken on a weekday when school was in session (September 2018) and at (3) locations on a Sunday (September 2018).These counts are considered as the base for all existing conditions analysis. Table 1. List of Intersections Included in the Study Intersection Traffic Count Times Control 1 Jackson Avenue at Hellman Avenue Signalized 7AM-9AM, 1PM-3PM,4PM-6PM (Weekday) 2 New Avenue at Emerson Place Signalized 7AM-9AM, 1PM-3PM, 4PM-6PM (Weekday), & 11AM-3PM (Sunday) 3 Jackson Avenue at Garvey Avenue Signalized 7AM-9AM, 1PM-3PM,4PM-6PM (Weekday) 4 Del Mar Avenue at Emerson Avenue Signalized 7AM-9AM, 1PM-3PM,4PM-6PM (Weekday) 5 Prospect Avenue at Emerson Place Minor St 7AM-9AM, 1PM-3PM,4PM-6PM (Weekday), & Stop 11AM-3PM (Sunday) 6 Jackson Avenue at Emerson Place All-Way Stop7AM-9AM, 1PM-3PM,4PM-6PM (Weekday), & 11AM-3PM (Sunday) In order to determine the amount of traffic each of the local streets carry,24-hour daily counts were taken along 12 street segments on a weekday in September when school was in session. The locations along Emerson Place were also counted on a Sunday to determine the amount of traffic that this street carries CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 2 of 104 OSlitir;\D linin im n timall 1uon Anu•rir CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE on a typical Sunday. (We were informed by the City that the Temple was not allowed to assemble during either of the count periods in September 2018). Table 2. Study Street Segments Location of Study Times 1 Emerson Place W/O Prospect Avenue 24-hour Weekday and 24-hour Sunday 2 Emerson Place Bet. Isabel Ave and Evelyn Ave 24-hour Weekday and 24-hour Sunday 3 Jackson Avenue N/O Emerson Place 24-hour Weekday 4 Jackson Avenue S/O Emerson Place 24-hour Weekday 5 Prospect Avenue N/O Emerson Place 24-hour Weekday 6 Stevens Avenue N/O Emerson Place 24-hour Weekday 7 Isabel Avenue N/O Emerson Place 24-hour Weekday 8 Evelyn Avenue N/O Emerson Place 24-hour Weekday 9 Evelyn Avenue S/O Emerson Place 24-hour Weekday 10 Hellman Avenue Bet. New Ave and Jackson Ave 24-hour Weekday 11 Hellman Avenue Bet.Jackson Ave and Del Mar Ave 24-hour Weekday 12 Del Mar Avenue N/O Emerson Place 24-hour Weekday In order to determine potential parking impacts associated with the Temple project a parking occupancy study was completed on a weekday and Sunday (during September 2018) when the Temple was not in operation and on a Weekday and Sunday in July 2019 when the Temple was allowed to operate. The parking count conducted in July 2019 was taken on a weekday and on a Sunday when Emerson School was not in session, however,during the weekday a summer school program was in operation.This allowed a comparison of conditions with and without the school and without the Temple and how the Temple project affects the surrounding neighborhood. The following street segments were included in the parking occupancy study: • Emerson Place: New Avenue to Del Mar Avenue (Weekday and Sunday—all conditions) • Jackson Avenue: Emerson Place to Whitmore Avenue(Weekday and Sunday—all conditions) • Prospect Avenue: Emerson Place to Hellman Avenue (Weekday and Sunday with Temple project in operation) • Jackson Avenue: Emerson Place to Hellman (Sunday in July 2019) An accident history was also conducted over a 5.25-year period along Emerson Place. The count data for each intersection was also used to prepare an operational analysis to see how each intersection is operating under existing weekday and existing Sunday conditions without traffic generated by the Temple.All technical data is attached in the technical appendix.The following Figure 2.Location of Counts Included in the Study shows the locations of the intersections and segments that were included in the report. Each corresponding number will be used to refer to each location throughout the report. CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 3 of 104 OrSe)/ AD mall Irncn Antero CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Figure 2. Location of Counts Included in the Study A LEGEND N1106 I _I '' HELLMANAVEm 1 O ,i' N Z o m < ## STUDY INTERSECTION z z Z ^ z m rn D ¢ m ## STUDY SEGMENTS m m .3I)IS — 6 5 3 7 8 12 0 TEMPLE PROJECT LOCATION O I 1 0 6 O �2 EMERSON PL O .d. F tg':7 9 O CITY OF ROSEMEAD `� Prepared By:Transtech Engineers,Inc. I Page 4 of 104 c,oEAD d.n',timall lotrn Anent a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE EXISTING STREET SYSTEM Emerson Place (ADT: 4,007 – September 13, 2018): Emerson Place is �E considered a 36' (feet)wide local road within the city of Rosemead.Emerson Place is a two-way road with one lane in each direction without a center dividing line. There is parking on both sides of the street, except Mondays . ' 10am to 2pm on the north and south sides for street sweeping. The block ,ttr.,, where the proposed Temple is located is between the signalized ' intersections of Del Mar Avenue/Emerson Place and New Avenue/Emerson !'. ' I'• • Place. Between Del Mar Avenue and New Avenue, Emerson Place intersects j i,, Stevens Avenue, Prospect Avenue, Jackson Avenue, Isabel Avenue, and ""'R-'�"""" - ':,L,F Evelyn Avenue. This area is zoned primarily for medium density residential, '" with Ralph Waldo Emerson Elementary School located at the SW corner of Jackson Avenue and Emerson Place. Outside of the 25 MPH school zone,the Figure 3.Emerson Place, posted speed limit on Emerson Place is 30 MPH. west of Temple facing east. Jackson Avenue (ADT: 2,342- September 13, 2018): Jackson Avenue is "i=` considered a 36'(feet)wide local road within the city of Rosemead.Between A -- — Hellman Avenue and Whitmore Street, Jackson Avenue is a two-way road with one lane in each direction without a center dividing line. There is Ix parking on both sides of the street, except on Mondays from 10am to 2pm - --- _ for street sweeping. This area is zoned primarily for medium density '-. residential with most houses having a back unit or two. Ralph Waldo Emerson Elementary School is located at the SW quadrant of Emerson Place. Jackson Avenue has a posted speed limit of 25 MPH Figure 4.On Jackson Avenue,facing north. Prospect Avenue (ADT: 647- September 20, 2018): Prospect Avenue is considered a 36'(feet)wide local road within the city of Rosemead. Between rig _ r Hellman Avenue and Emerson Place, Prospect carries one lane in each . direction and is without a center dividing line.There is parking on both sides _ of the street, except Mondays 10am to 2pm for street sweeping. This area :-'•---,,..,k I is zoned primarily medium density residential. On Prospect Avenue on the I • lot south side of Hellman Avenue is located the Silver Lake Medical Center which has driveway access on Prospect Avenue as well as on Stevens _ Avenue. Prospect Avenue has a prima facie speed limit of 25 mph,and is not posted. Figure 5. On Prospect Avenue,facing north. CITY OF ROSEMEAD I,rr ) Prepared By:Transtech Engineers,Inc. I Page 5 of 104 OSE EAD Anlac'.Small Iona Aim m a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Stevens Avenue (ADT: 671 September 20, 2018): Stevens Avenue is also FA 111111 considered a 36' (feet)wide local road which T's at Emerson Place. Stevens pg carries one lane in each direction with parking on both sides of the street. There is parking on both sides of the street, except Mondays 10am to 2pm T, 1, for street sweeping.This area is zoned primarily medium density residential with most houses having a back house or several units.Stevens Avenue has a prima facie speed limit of 25 mph which is not posted. Figure 6.On Stevens Avenue,facing south. CITY OF ROSEMEAD �,( Prepared By:Transtech Engineers,Inc. I Page 6 of 104 i OSE EAD ludas'%tim..,‘„,,,A.,..,,,,, CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Figure 7. Existing Conditions below illustrates the existing traffic control on the streets adjacent to the Temple.This diagram illustrates traffic conditions within the study area. Figure 7. Existing Conditions HELLMAN AVE . . .�4 re *' Jsrov II _ +1 I1, : ---- t I , SZ C i r e f g� '� 9 r j _ � „I-WM ,Al ! r �� s 4 � *M fr ' TrL ' " t . 1:i '"' . jalpv- k i ,A �` - if1 ,,..c.i._ _ i� ,4,t . 3i__/;* rfir--t 141 '.1 a_. 1tyA irz ^ D 'am„ , @�" < ` __ Iv t ! .D ` `lm � 3m �r Llra D . i141 2 r '' mt„ emr 4:. r ` � g <t Y cn ` T.,, n . k.ID Z� '�4 DL r '=: �' y. �� 4g.,t„ '�- -`.i Tom""'I'', ,�-, x II ;��,.: ! -�:.—.771.: into C ,��,.- ' �� ,�' :� < -3'''r„' D it 4 31---p 4- -7:41. - ;::-01::°5;t 4*— 3••--37,'' 21, -7 s I 'dam-- �, ZS1 ° - � ` . 7 , t. Itt i. it t. .., '' , j .%„' IF •l„EE r x.,r-/4ff¢ f N f L ' J . T V 1 �.®;14EMERSON P `� - , d.- - "--A" '''', _;,, ` r 1- c,„,,,..'° �.1 ... ' RALPH WALDO '- _..I y r 7 ; •t Ii• EMERSON Sr .,a ' tx -; .."7- PUN. _ • II, { ELEMENTARY « I i' I`i , AM ' IWHITM ORE ST , =,, } A � - - , L4,• = 1,‘ -• i 7srof_ 1 a ix kt L M ` I -F 11`, Y i1; 0 'a t „ �• ` ,fir ,,- ` i4., ,' ,e* j, r t'. .t I . ! rr Ir K_. ;'A' :., .I....,.'i -lt k L• 1: a. ., t.3 �i ' l .. 4 ' 25^ ._ : '. y • rt Is �.y_ P ' — -_. .I II GARVEY: AVE � . .. . . a -� . '!� 1I f'0. u", Lig l •. LEGEND 7516 EMERSON PLACE g SIGNALIZED "•'"^ R2-1 SPEED rzs.7 R2-1 SPEED YELLOW LADDER " (LOCATION OF INTERSECTION 25 LIMIT 25 ,30 LIMIT 30 XWALK "a TEMPLE) R-1 STOP SIGN SR4-1 SCHOOL e a STANDARD STANDARD 25 ZONE XWALK XWALK CITY OF ROSEMEAD ,( Prepared By:Transtech Engineers, Inc. I Page 7 of 104 i OSE EAD fuddc\tim.,11 hrtrn�lmori,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE ROAD GEOMETRY Figure 8. Road Geometry of Intersections illustrates the existing geometric conditions at the studied intersections.The intersection control varies from minor street stop, all-way stop, to signalized intersections. Figure 8. Road Geometry of Intersections Jackson Ave.at Hellman Ave. New Ave.at Emerson PI. Jackson Ave.at Garvey Ave 1 (Signalized) N� �2 (Signalized) ,A �3 (Signalized) � ON Defacto RT 46'+41ia C446, Pr [I Li 1- _} Irtr __if , iii.A,,, _..." Itir __.v. Defacto 11=f)F Del Mar Ave.and Emerson Pl. Prospect Ave.at Emerson PI. ;, Jackson Ave.at Emerson PI. 4O (Signalized) ;%� O (Minor Street Stop) N (All-Way Stop) N alk) C 46)1\b* 4E .-- Ilais* 411 .—..1,- r� dOISIfe STOP-- . / } Itr --- 31/1'' .11) ( _4. --V' For analysis purposes a Defacto or exclusive right turn lane is assumed when there is at least an 18'wide curb lane that allows a vehicle to make a right turn next to a vehicle traveling through CITY OF ROSEMEAD (S.—..4.__A Prepared By:Transtech Engineers,Inc. i Page 8 of 104 Ek.).) EMEAD Ind.,.tini.dl lawn Arnrrir.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE EXISTING TRAFFIC VOLUME Manual traffic counts were taken at six(6)study area intersections on Tuesday, September 25,Thursday, September 27,2018 and Thursday October 4th,2018 during the weekday morning,afternoon,and evening peak periods while school was in session.The traffic count technicians classified all pedestrians as either adult or school age. Counts at three (3) of the locations were also taken on a Sunday on September 30, 2018. PEAK HOUR WEEKDAY INTERSECTION COUNTS The results of the traffic count program for the six (6) intersections are provided on Figure 9 for the morning,afternoon and evening peak hours.Although traffic counts were taken from 7:00AMto 9:00AM, 1:00PM to 3:00PM, and from 4:00PM to 6:00PM, the traffic volumes shown on the exhibit represent the highest peak one-hour interval of traffic flow at each intersection; e.g., 7:00AM to 8:00AM, 1:00PM- 2:00PM,and 4:30PM to 5:30PM or variations that represent the highest peak 1 hour in each study period. Figure 9. below illustrates Peak Weekday Intersection Turning Movement Counts, summaries of the full counts are included in the technical appendix as an attachment. Figure 9.Weekday Peak Intersection Turning Movement Counts Jackson Avenue and Hellman Avenue Intersection Jackson Ave and Hellman Ave Jackson Ave and Hellman Ave Jackson Ave and Hellman Ave Highest 1 Hour in AM Highest 1 Hour in Afternoon Highest 1 Hour in PM 1:Jackson (07:30-08:30) (14:00-15:00) (17:00-18:00) N Avenue& v"ti COy �18 N.� �9 Ln./ ti . �29 Hellman 11 7-346a 491,c j 403 I� 4 c 337 Avenue /�/ /� 7► I' I� 7► lir)249 — I ( 258 II(or 420 t(ir ro co o mi, a N� 32---...)4 coli vO New Avenue and Emerson Place Intersection New Ave and Emerson PI New Ave and Emerson PI New Ave and Emerson PI Highest 1 Hour in AM Highest 1 Hour in Afternoon Highest 1 Hour in PM 2:New (07:30-08:30) (14:00-15:00) (17:00-18:00) Avenue& `° ^ N `M°`�° `�° 71 ``r°`'^° °'�° 47 m o0 0� �58 Emerson /91 I 71 ♦ i 45 c F—47 Place ( 24 {33 189 IIIIF 1811- Ne.\t( 116 �t( 90 m M rn 76� (N W rn 54'–''')4 (N M .N N N M N T M N N N Co CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 9 of 104 i ... i OSE 40EAD Iuda,.,tim.Jl tom]Annuli d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Jackson Avenue and Garvey Avenue Intersection Garvey Ave and Jackson Ave Garvey Ave and Jackson Ave Garvey Ave and Jackson Ave Highest 1 Hour in AM Highest 1 Hour in Afternoon Highest 1 Hour in PM 3:Garvey (07:30-08:30) (14:00-15:00) (16:45-17:45) N Avenue& �I o as ^N 43 o Ul LID Jackson E—721 c F—71656 Avenueifc I 50 or 60or 796 R IF) e i 772ji 77 ji 4 \t( 959 It 9900 lir)t( N m w 34� a o a 31Thl cu a m Del Mar Avenue and Emerson Place Del Mar Ave and Emerson PI Del Mar Ave and Emerson PI Del Mar Ave and Emerson PI Intersection Highest 1 Hour in AM Highest 1 Hour in Afternoon Highest 1 Hour in PM 4:Del Mar 107:30-08:301 (14:00-15:00) (17:00-18:00) N Avenue& o0 1p n' 33 CO iD 1,c `� 46 14 O1nk...._45 Emerson Acc 4 32 )1 l60iii��� 416") 24 y 17 21 Place 1624 dil It(0 83--)1 It(fi 93— lir)tr. 70 N co r+ 28 o co N 69 co ti N 1.,1 N V �l1 N Thlr` r N to Prospect Avenue and Emerson Place AAA Intersection Prospect Ave and Emerson PI Prospect Ave and Emerson PI Prospect Ave and Emerson PI Highest 1 Hour in AM Highest 1 Hour in Afternoon Highest 1 Hour in PM 5:Prospect (07:30-08:30) (14:00-15:00) (17:00-18:00) N Avenue& �I o� 33 I" `2o ti 0 N Emerson t—142 1 c �—93 J 18 Placeifc r 0 /G/ r 0 / 129 IIIA" 19 C 13 7 115 167—� 199 0 Th4 0Thl 01 Jackson Avenue and Emerson Place \+, Intersection Jackson Ave and Emerson PI Jackson Ave and Emerson PI Jackson Ave and Emerson PI Highest 1 Hour in AM Highest 1 Hour in Afternoon Highest 1 Hour in PM 6:Jackson (07:30-08:30) (14:00-15:00) (17:00-18:00) N Avenue& N CO t'" 19 /°01`0° N k..._21 ,J�/I u' " �20 Emerson J 1\ r 121 i if r 40 f 1 cjir 517 Place I,�/ \7,► 93 Iiir `t 110 23 jil 13- 1 t 134 t 68 ofUl 39Thi ml o'^o v 47 Th4 a o NN CITY OF ROSEMEAD r,( Prepared By:Transtech Engineers,Inc. I Page 10 of 104 OSE EAD lud,n' Small 10,11 Alm,riia CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE PEAK HOUR SUNDAY INTERSECTION COUNTS Figure 10. Peak Hour on Sunday Intersection Turning Movement Counts, summaries of the raw data are included in the technical appendix as an attachment. Peak hour intersection counts on a Sunday were taken from the hours of 11am to 3pm on September 30, 2018.The highest peak one hour is summarized in the figure below. Figure 10. Peak Hour on Sunday Intersection Turning Movement Counts New Avenue and Emerson Place(SUNDAY) Prospect Avenue and Emerson Place(SUNDAY) New Ave and Emerson PI Prospect Ave&Emerson PI /� Intersection Highest 1 Hour SUNDAY 11a-1p A Intersection Highest 1 Hour SUNDAY Ila-lp /,a 2:New (12:00-13:00) N 5:Emerson (12:00-13:00) N r.J co Place& Avenue& k---.—� � Dov Emerson B 73 Prospect c, '77 Avenue E—129 Place 49 i 10 (SUNDAY) (SUNDAY) ir 138 J 7 -} 70 123 —0,- 66 Tht 0,-66Tht como, 0 Thi Jackson Avenue and Emerson Place (SUNDAY) Intersection Jackson Ave and Emerson PI Highest 1 Hour SUNDAY 11a-1p 6:Jackson (12:00-13:00) N Avenue and v � m k.- 19 Emerson Place je)1c ,r 14304 (SUNDAY) 6 88 —) IF)t r. 30 rn o, a, m Lo V CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 11 of 104 �cvitt, D udar\Small It 11 Anueri,,i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE AVERAGE DAILY TRAFFIC(ADT) Daily Traffic Volume (ADT) counts were taken at twelve (12) roadway segments in September 2018. Counts on Emerson Place were also taken on a Sunday in September of 2018. The volume on each study roadway over a 24-hour period are shown in Table 3.The table shows that Emerson Place carries a lot of traffic for a residential roadway on a weekday. But this can be attributed to the elementary school at Jackson Avenue as well as Emerson Place being a convenient through-fare from New Avenue to Del Mar Avenue. In looking at the Sunday count volume Emerson Place sees a 20%to 30%reduction in volume from weekday traffic which is typical for a street with a school. Further looking at the hourly breakdown on Emerson Place on a weekday the heaviest time of day for traffic is at 8:00 am with spikes at 3:00 pm and at 5:00 to 6:00 pm.This number reflects commuter traffic plus parents dropping off and picking up students at Emerson Elementary.There is also the Silver Lake Medical Center on Hellman Avenue between Prospect Avenue and Stevens Avenue which contributes to traffic on all its intersecting streets. This is seen in the Stevens Avenue and Prospect Avenue segments which show heaviest traffic periods at 8:00 am, lunch time and at 5:00 to 6:00pm. This also correlates to typical commute periods as indicated on the larger street segments of Hellman Avenue and Del Mar Avenue.On Sunday the peak traffic hours on Emerson Place occurs at 9:00 am and spikes at 11:00 am to 1:00 pm when people may be going to church,shopping, breakfast or lunch. Table 3. 2018 Average Daily Traffic Locations Weekday Sunday Average Daily Traffic Average Daily Traffic 1 Emerson Place Bet. New Ave and Jackson Ave 4,007 3,079 2 Emerson Place Bet.Jackson Ave and Del Mar Ave 4,775 3,830 3 Jackson Avenue N/O Emerson Place 2,342 - 4 Jackson Avenue S/O Emerson Place 3,953 - 5 Prospect Avenue N/O Emerson Place 647 - 6 Stevens Avenue N/O Emerson Place 671 - 7 Isabel Avenue N/0 Emerson Place 552 - 8 Evelyn Avenue N/0 Emerson Place 808 - 9 Evelyn Avenue S/0 Emerson Place 1,152 - 10 Hellman Avenue Bet. New Ave and Jackson Ave 8,972 - 11 Hellman Avenue Bet.Jackson Ave and Del Mar Ave 9,476 - 12 Del Mar Avenue N/O Emerson Place 24,030 - EXISTING PEDESTRIAN AND BICYCLE COUNTS To determine how many pedestrians were crossing at each intersection, a pedestrian count during the morning hours (7:00 a.m.to 9:00 a.m.), afternoon school hours(1:00 p.m.to 3:00 p.m.) and peak evening commute hours (4:00 p.m.to 6:00 p.m.) were also conducted in September of 2018. The counts were taken during typical times when school was in session.Table 4. Summary of Pedestrian and Bicycle Counts summarizes the hourly totals. Counts were also taken on Sunday at 3 locations as 440/ CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 12 of 104 i OSE EAD ,u„,.,tim.dl!owl\merit a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE shown in Table 4 below. For each count period pedestrians were divided into adult pedestrians, school age pedestrians and bicycles.Table 4 below summarizes the number of pedestrians and bicycles during each 2-hour period for the entire intersection. Since this analysis is centered on impacts from the Temple project it was appropriate to just include the sum of all pedestrians at each intersection and not further classify by leg.As expected,the amount of school children on Jackson Avenue, Prospect Avenue, Emerson Place and down to Garvey Avenue show a significant amount of school age children during the typical bell let out for schools at(1pm to 3pm) with significant reductions on Sunday which shows a distinct reduction in school age pedestrians with mainly adult pedestrians. Table 4. Summary of Pedestrian and Bicycle for Each 2 Hour Period (all legs of the intersection) # TIME OF DAY TIME OF STREET 1 STREET 2 ADULTS CHILD BIKE WEEK 7:O0AM-9:OOAM 26 27 14 1 1:OOPM 3:OOPM JACKSON AVE HELLMAN AVE 32 52 7 4:O0PM-6:O0PM 16 11 8 7:00AM-9:00AM 58 32 17 2 1:OOPM-3:OOPM NEW AVE EMERSON PL 38 53 18 4:OOPM-6:OOPM 40 12 15 7:OOAM-9:OOAM < JACKSON AVE GARVEY AVE 209 243 28 3 1:OOPM-3:OOPM r7l 185 300 22 4:OOPM-6:OOPM rfl 122 43 22 7:OOAM-9:OOAM 7C 91 30 9 0 DEL MAR AVE EMERSON PL 4 1:00PM-3:00PM D 28 45 16 4:OOPM-6:OOPM -< 32 23 16 7:OOAM-9:OOAM 144 191 8 5 1:OOPM 3:OOPM PROSPECT AVE EMERSON PL 86 107 4 4:OOPM-6:OOPM 94 67 5 7:OOAM-9:OOAM 181 312 12 6 1:OOPM-3:OOPM JACKSON AVE EMERSON PL 204 182 7 4:OOPM-6:OOPM 84 54 7 2 11:OOAM-1:OOPM NEW AVE EMERSON PL 33 0 17 CA 1:OOPM-3:OOPM C 19 3 5 5 11:OOAM-1:OOPM Z PROSPECT AVE EMERSON PL 9 1 2 1:OOPM-3:OOPM 0 4 1 2 11:OOAM-1:OOPM D JACKSON AVE EMERSON PL 65 0 8 6 1:OOPM-3:OOPM 9 0 7 RADAR SPEED SURVEY To determine actual speeds along Emerson Place,a radar speed sample was conducted on Emerson Place between New Avenue and Jackson Avenue for a 1-hour period between 10:00AM and 11:00AM during a non-pick-up or drop-off period at Emerson Elementary while school was out for the summer.It is expected that during school hours that speeds would be slower with vehicles observing the SCHOOL 25 mph limit at Emerson Elementary School. Table 5. Radar Speed Survey below summarizes the 2019 speed sample results: f CITY OF ROSEMEAD I,'l1 Prepared By:Transtech Engineers,Inc. I Page 13 of 104 OSE EAD lud.n',,,,,,,ii lm,,,Amer.., CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table 5. Radar Speed Survey Location Dir.of Date/Time of 85%ile 50%ile 10 MPH Posted Limit Travel Survey Speed Speed Pace MPH Emerson Place between New 7/10/2019: 1 EB/WB 32.2 29.4 25-34 30 Avenue and Jackson Avenue (10:00-11:00) As shown in Table 5, the 85th percentile speed of vehicles is at 32.2 MPH. The 85th percentile indicates that 85%of the vehicles sampled were traveling at 32 MPH or lower.The speed limit along Emerson Place is 30 MPH.According to the radar speed survey,the speed that vehicles are traveling are within the range for a posted speed limit of 30 MPH. The speed data table is attached in the technical appendix. ACCIDENT INVESTIGATION An accident investigation along Emerson Place was conducted using the last 5.25 available years from SWITRS (Statewide Integrated Traffic Records System) records. Table 6. Summary of Accident History provides a detailed list of the collisions on the street (Emerson Place)fronting the Temple project. Per the available SWITRS records,four(4)accidents occurred over a 5.25-year period from the first quarter of 2019 to 2014 with one accident involving an auto and a school age pedestrian approaching the crosswalk at Emerson Place and Prospect Avenue. The accident in 2017,involved a 10-year-old pedestrian who was crossing midblock NB not in the crosswalk and was hit by a WB traveling vehicle with an adult driver. Table 6.Summary of Accident History on Emerson Place from New Avenue to Del Mar Avenue Collision No. Location Dist. Date Time Severity PCF Factor Type Emerson PI at IMPROP. VEH WB U TURN HIT EB 1 138'E 07/02/18 06:25 Sideswipe PDO Jackson Ave TURN PARKED VEH Emerson PI at VEH WB THRU HIT NB 157'W 11/13/17 15:00 Auto/Ped SEVERE PED VIOL 2 Prospect Ave PED NOT IN XWALK Emerson PI at Rear UNSAFE EB THRU VEH HIT EB 3 20'W 1/17/17 19:45 PDO Jackson Ave End/Speed SPEED STOPPED VEH Emerson PI at IMPROP. EB PARKING VEH HIT EB 4 Jackson Ave 216'E 09/14/15 8:20 Sideswipe PDO TURN PARKED VEH (IMPAIRED) f CITY OF ROSEMEAD I,(r1 Prepared By:Transtech Engineers,Inc. I Page 14 of 104 cti.), EAD .i Small luun Amrri,.i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE EXISTING PUBLIC TRANSPORTATION Figure 11. Location of Public Transportation illustrates the location of public transportation stops. The only bus stops in this area are on Garvey Avenue, which serves Metro 70 and 770.These stops are south of the Temple. People arriving to the Temple via the bus must walk south to Garvey Avenue. Figure 11. Location of Public Transportation ALEGEND N San Bernardino Fwy mi 7516 EMERSON PLACE (LOCATION OF TEMPLE) HELLMANAVE,i'nlilri A -1 o n m METRO BUS SYSTEM STOPS 2. N 7C m O < m 2 m r < Z' 1.3plash Zone m r^ D ' m < m EMERSON PL Z m `t WHITMORE AVE D <, m t �,*r ��,GARVEYAVE ® m m RI EXISTING PARKING CONDITIONS A parking occupancy study was conducted on Emerson Place from New Avenue to Del Mar Avenue and on Jackson Avenue from Whitmore Avenue to Emerson Place during the times of 07:OOAM-4:OOPM on a weekday (September 26, 2018) when school was in session and from 10:00AM -4:00PM on a Sunday (September 30, 2018). Additional parking counts were also taken in the summer without the school in CITY OF ROSEMEAD 440/ Prepared By:Transtech Engineers,Inc. I Page 15 of 104 IP.* 0sE EAD ludas\Small lune,\m rir a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE session on July 10, 2019(Wednesday from 10:00am to 2:00pm) and on July 28, 2019 (Sunday 11:00am to 3:00pm) which reflects the hours that the Temple is allowed to be in operation. Additional parking occupancy counts on Sunday July 28th also included Prospect Avenue from Emerson Place to Hellman Avenue and with an extension of the parking study to include Jackson Avenue Emerson Place to Hellman Avenue in order to estimate all available parking near the Temple. The following Figure 12 provides the general location of the parking study with Tables 7 and Table 8 summarizing the results of the parking study for a weekday and Sunday when the Temple was not in operation. Figure 12. Location of Parking Occupancy Counts Along Segments --Aeirman iwa Heilman ae Success He a,c Shell 1 N 1 r Q Digital Dental 9 USA GASOLINE #63012 T c v 9 mm n r— z - 3 m D Z m D 70 m i. m i y m R . .� E Eme.scn Av 1 Z RI 1 Ralph Wald merson Q EMERSON PL v DentenSchool Del Mar Convalescen Hospita wnarn«e St WHITMORE AVE W1M1rncre Si 1 LEGEND 7516 EMERSON PL.(LOCATION OF PROJECT) • NIM STUDY STR EET SEGMENTS Big Saver Fc NO PARKING SCHOOL DAYS 7AM-5PM o' 8 NO PARKING MONDAYS 6AM-7AM FOR McDonald s s ,I P STREET SWEEPING NO PARKING MONDAYS 10AM-2PM ©Wiener schnitzel FOR STREET SWEEPING CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 16 of 104 i40 101.)i EAD m.Jl 10,11.\wpm a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table 7. Parking Capacity Along Emerson Place and Jackson Avenue on a Typical Weekday when School was in Session September 26, 2018(7:00am to 4:00pm) Emerson Place Jackson Avenue New Ave Stevens Prospect to Ave to Ave to Jackson Evelyn Ave Ave to Isabel Ave to to Del Mar Emerson PI to Stevens Prospect Jackson Ave Ave Ave Isabel Ave Evelyn Ave Ave Whitmore Ave Time Side % % % % % % Side % NS 44% 38% 25% 55% 0% 88% ES 8% 7am 5S 67% 29% 0%* 42% 0% 0% WS 0% NS 44% 92% 38% 45% 8% 75% ES 31% 8am SS 67% 64% 38% 32% 0% 0% WS 37% NS 50% 46% 63% 36% 8% 88% ES 23% 9am SS 83% 64% 63% 21% 0% 20% WS 0% NS 44% 38% 63% 45% 0% 63% ES 15% loam SS 58% 29% 31% 21% 0% 20% WS 5% NS 44% 54% 38% 27% 0% 63% ES 31% 11am SS 50% 43% 31% 32% 17% 40% WS 5% NS 44% 46% 13% 36% 0% 50% ES 0% 12pm SS 42% 43% 31% 21% 8% 40% WS 0% NS 38% 46% 63% 36% 0% 38% ES 8% 1pm SS 33% 43% 63% 32% 0% 20% WS 11% NS 50% 31% 29% 36% 8% 50% ES 8% 2pm SS 50% 43% 44% 21% 0% 20% WS 5% NS 44% 31% 25% 36% 0% 50% ES 0% 3pm SS 58% 29% 13% 11% 8% 20% WS 11% NS 56% 31% 13% 55% 0% 38% ES 15% 4pm SS 67% 14% 13% 11% 0% 20% WS 37% *In front of school only allows drop off/pick up, no parking. The percentages presented on Table 7 shows the percent of parking spaces that are occupied during the hours of 7am-4pm,on a weekday. The segments that are most impacted by the school and subsequently l • CITY OF ROSEMEAD 0 '.(r Prepared By:Transtech Engineers,Inc. I Page 17 of 104 1...), EA,mall lu„ru Amn,ri,.i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE the Temple are on Emerson Place between Stevens Avenue and Jackson Avenue.Table 7 illustrates that during a weekday the most heavily parked areas are on the north side of Emerson Place with parking reaching near capacity closer to New Avenue and Del Mar Avenue. On Emerson Place between Stevens Avenue and Jackson Avenue, the busiest times were early (8am) with the north side of the street most parked. During the entire count period Table 7 shows that there was always available parking. CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 18 of 104 0 S E EAD rud.r\' timall lutrn:�mori .i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table 8. Parking Capacity Along Emerson Place and Jackson Avenue on a Sunday September 30, 2018 (10:00am to 4:00pm) Emerson Place Jackson Avenue New Ave Stevens Prospect to Ave to Ave to Jackson Evelyn Ave Ave to Isabel Ave to to Del Mar Emerson PI to Stevens Prospect Jackson Ave Ave Ave Isabel Ave Evelyn Ave Ave Whitmore Ave Time Side % % % % % % Side % NS 44% 23% 25% 55% 0% 50% ES 0% loam SS 75% 29% 0% 32% 8% 20% WS 0% NS 50% 15% 25% 36% 0% 25% ES 8% 11am SS 67% 36% 0% 37% 8% 0% WS 5% NS 50% 31% 38% 45% 8% 13% ES 8% 12pm SS 42% 36% 0% 26% 8% 0% WS 5% NS 44% 15% 50% 45% 0% 25% ES 8% 1pm SS 42% 21% 0% 21% 0% 0% WS 11% NS 69% 15% 38% 55% 0% 38% ES 15% 2pm 5S 42% 21% 0% 32% 0% 0% WS 5% NS 38% 23% 25% 45% 0% 50% ES 15% 3pm SS 58% 14% 0% 37% 0% 0% WS 11% NS 38% 23% 25% 45% 0% 88% ES 8% 4pm SS 75% 21% 0% 26% 0% 20% WS 11% According to Table 8, on a Sunday prior to the Templle in operation,there was more availible parking along Emerson Place compared to a weekday with more cares continued to parked closer to New Avenue and Del Mar Avenue. On Emerson Place between Stevens Avenue and Jackon Avenue parking was at roughly 50% capacity with open spaces.Jackson Avenue fronting the school grounds had plenty of available parking on both sides of the street. 44A CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 19 of 104 cti.• EAD ddt\,„.„Rnrn A.„,...i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE TRAFFIC IMPACT STUDY METHODOLOGY The objectives of the traffic impact analysis portion of this report is to quantify the impacts of the Temple Project on the roadways and intersections in the study area under existing and existing with project conditions.The methodology for the traffic study, in general, is to 1) establish existing traffic conditions, 2) identify the traffic that the Temple generates and add it to existing baseline conditions to conduct a comparative analysis of traffic conditions with and without the Temple and 3)to identify those locations that are expected to operate below acceptable levels of service and identify mitigation measures or roadway improvements that are needed. Level of service (LOS) is a qualitative indicator of an intersection's operating conditions that is used to represent various degrees of congestion and delay. It is measured from LOS A(excellent conditions)to LOS F (extreme congestion), with LOS A through D considered to be acceptable according to the City of Rosemead. A signalized intersection's level of service is determined by calculating the intersection capacity utilization (ICU)value and identifying the corresponding level of service (LOS).The ICU value is comparable to the volume/capacity ratio for an intersection.The relationship between ICU values and levels of service is shown in Table 9. Level of Service Description. Intersection analysis for unsignalized intersections are conducted using the Highway Capacity Manual (HCM) Methodology, which uses a delay value, expressed in terms of the average seconds of delay per vehicle, as shown on Table 9. Table 9. Level of Service Description Level of Service Signalized Intersections ICU Value Unsignalized Intersections Delay Value(seconds) A 0.0 to 0.60 0.0 to 10.0 B >0.60 to 0.70 >10.0 to 15.0 C >0.70 to 0.80 >15.0 to 25.0 D >0.80 to 0.90 >25.0 to 35.0 E >0.90 to 1.00 >35.0 to 50.0 F > 1.00 >50.0 SIGNIFICANCE CRITERIA The City of Rosemead follows County of Los Angeles Impact Criteria, which sets guidelines in identifying when a project creates a significant project impact and would require mitigation. In this case, if a project increases the V/C ratio at a signalized intersection equal to or exceeding the threshold shown below,than a Project Impact has occurred and if the intersection also operates at LOS E or LOS F than the project would need to participate in some form of mitigation. There are no identifiable criteria to determine impacts to unsignalized intersections provided in County or in City guidelines.Typically, if an unsignalized intersection operates at LOS E or F, with the addition of Project traffic, then a peak hour warrant for (041 CITY OF ROSEMEAD Prepared By:Transtech Engineers, Inc. I Page 20 of 104 OSE EAD lud,,,,Small logo Amen,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE signalization is performed. If the intersection meets "warrants" then the project will be required to contribute its "fair share"for improvements.Table 10 below illustrates the Significant Impact Thresholds for signalized intersections. Table 10. Intersection Impact Significance Threshold for Signalized Intersections Pre-Project Conditions Project V/C Increase LOS V/C Ratio C >0.70to0.80 0.04 or more D >0.80 to 0.90 0.02 or more E >0.90to1.00 0.01 or more INTERSECTION LEVELS OF SERVICE To quantify existing traffic conditions at the six (6) study area intersections, the intersections were analyzed to determine the levels of service during the weekday morning, afternoon, and evening hours. Three intersections opposite the Temple were also examined on Sunday during the peak 1 hour. Based on the peak hour traffic volumes, and the existing number of lanes at each intersection the levels of service have been determined at each intersection. The resultant levels of service are summarized in Table 11 (for signalized intersections) and Table 12(for unsignalized intersections). Table 11. Level of Service for Existing Signalized Intersections Conditions Existing No. Signalized Intersection Peak Hour V/C Ratio LOS AM 0.434 A Jackson Avenue and 1 AFT 0.390 A Hellman Avenue - PM 0.503 A AM 0.593 A 2 New Avenue and Emerson AFT 0.483 A Place PM 0.543 A SUNDAY 0.529 A A 0.571 A Jackson Avenue and 3 AFT 0.564 A Garvey Avenue PM 0.557 A AM 0.562 A 4 Del Mar Avenue and AFT 0.460 A Emerson Place PM 0.561 A C,,,,;/ CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 21 of 104 10i. EAD all ruan A„..,R.i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table 12. Level of Service for Unsignalized Intersections No. Unsignalized Peak Hour Existing Intersection Delay LOS AM 10.5 B Prospect AFT 9.6 A 5 Avenue and Emerson Place PM 10.0 A SUNDAY 9.8 A AM 9.2 A Jackson AFT 8.7 A 6 Avenue and PM 9.4 A Emerson Place SUNDAY 8.4 A As seen in both of the tables above the studied intersections all operate at acceptable levels of service( LOS A and B)during the weekday peak hours and on Sunday.There appears to be no operational deficiencies at these intersections. CITY OF ROSEMEAD (0// Prepared By:Transtech Engineers,Inc. I Page 22 of 104 0.ir AD mall 101191 Amrri(il CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE PROJECT DESCRIPTION This report is intended to illustrate the current conditions as well as identify any potential impacts the Temple's operations may have on the surrounding residential community as well as the adjacent elementary school.The Temple is located 3 houses r to the west of the Elementary school on the south side of Emerson Place. Operating hours are: 1 o Sundays: 10:30am to 3:00pm • ,- o Mondays: 11:00am to 2:00pm ,'rr. o Tuesdays: 11:00am to 2:00pm t o Wednesdays: 11:00am to 1:00pm o Thursdays: 11:00am to 2:00pm allILo Fridays: 11:00am to 2:00pm " o Saturdays: 10:30am to 3:00pm To determine how much traffic the Temple may generate an observational count was taken at the Temple driveway on a weekday Figure 13.7516 Emerson (Wednesday July 10, 2019 and Sunday July 28, 2019) counts were also Place, location of Temple taken in September of 2018 but we later found out that the Temple was not approved to operate and field technicians did not observe any traffic at the project site. In order to try and determining the amount of cars that are generated by the Temple an observer was stationed across the street from the Temple driveway and recorded when any cars or people entered and exited the site. On a weekday the count was taken from 10:00 am to 3:00 pm. It was found that no people or cars entered or exited the site on Wednesday July 10, 2019. The City contacted a spokesperson for the Temple and found out that weekday services is typically very low. Another count was taken on Sunday July 28,2019 from 10:45am to 2:00 pm. On this day the Temple had services.Table 13 below summarizes the "people" count that was taken on an hourly basis. It should be noted that only 1 car was allowed to turn into and park in the property. The car entered at 11:30 am and did not exit. It was observed that most people parked along Emerson Place and walked to the Temple.When Emerson Place was parked to capacity than people parked on Stevens Avenue north of Emerson Place and Prospect Avenue also north of Emerson Place.A few people walked from Jackson Avenue but this road seemed to be too far for most people to choose to walk from. It was also noted that a total of 5 cars double parked in front of the Temple driveway to drop off elderly people. People arrived throughout the count period and usually stayed about an hour. The Sunday parking study confirms that from 10:45 am to 1:00 pm Emerson Place from Stevens Avenue to Jackson Avenue on both sides of the street was parked at capacity, after 1:00pm parking started to open up. However, all of the parking congestion could not be attributed to the Temple alone. Observers noted that people from houses and apartments all along Emerson Place came and went from cars parked along Emerson Place. To provide a "with project" scenario in the traffic analysis a Trip Generation is needed for the Temple. This was done by converting the number of people observed entering and exiting the Temple Site into vehicles. It was conservatively assumed that on average 2 people arrived per car. From observations there CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 23 of 104 i .—, O tA ti OSE EAD InfLI1 N Small NMI) %M rl(41 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE was a wide range of vehicle occupancy from 1 person to 4 people in a car who arrived to attend Temple services on the Sunday the count was taken. Table 13.People Count on a Sunday during the highest 1 hour Temple Peak Hour #of #of People #of Cars #of Cars Exiting People Exiting Entering Entering 10:45-11:45 am 93 17 1 0 Converting people into Vehicles assuming 2 People 93/2 17/2 - - /Car Assumed#of cars 47 cars 9 cars _ entering exiting To make sure our assumptions are reasonable the assumed Trips generated above by the Temple was compared to the ITE Trip Generation Rates found in the ITE Trip Generation 10 Edition Manual for a Synagogue (561) and a Mosque (562). Both rates are based on the square footage of the assembly building. Since all of these uses are unique the ITE rates were only used to test the reasonableness of our assumptions. From reading Council notes we assumed that the Temple uses a portion of the house for worship and then assembles outside. So, for this exercise we used 1,4001 square feet of building use and another 1,200 square feet of outdoor meeting space for a total assumed space of 2,600 sqf. 1 Building and meeting sqf was taken from LA County Assessors map. (house size and assumed a portion of the outside area) CITY OF ROSEMEAD 0 Prepared By:Transtech Engineers,Inc. I Page 24 of 104 c„kt7r; EAD d..,„tim..fuan Al1llT11.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Trip Generation Rates found in the ITE Trip Generation Manual 10th Edition. Table 14.Comparison of Trip Generation during the Peak Hour of Generator Vehicles During Peak Hour of Generator Land Use ITE Code Units TOTAL IN OUT Synagogue 561 Per 1,000 sqf 7.83 .49 .51 Veh Vol. 2,600 sqf 20 10 10 Mosque 562 Per 1,000 sqf 18.39 .50 .50 Veh Vol. 2,600 sqf 48 24 24 In Field Observations Per 2,600 sqf 56 47 9 Temple on a Sunday Project Weekday 10%of Sunday 6 4 2 Assumptions Assumption: that the Temple house is roughly 1,400 sqf of building and add 1,200 square feet to outside meeting area for a total meeting area of 2,600 square feet. As seen in Table 14 above,the amount of vehicles assumed to be generated by the Temple is a total of 56 with 47 vehicles arriving within the peak 1 hour and 9 vehicles leaving in the same peak 1 hour on a Sunday. Even though no traffic was generated at the Temple during the Wednesday observation for a worst case scenario it was assumed that 10%of Sunday peak would attend on a Weekday for a total of 6 vehicles with 4 entering and 2 exiting. CITY OF ROSEMEAD cm 411 I.� Prepared By:Transtech Engineers,Inc. I Page 25 of 104 l� EAD dav\tini,111 lug 11 1nrrii.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE TRIP DISTRIBUTION Trip distribution assumptions are based on the observations of where people parked coming to and from the Temple as well as local roadways serving the site. It was assumed that most of the traffic would come from main roads with 35%from the north, 35%from the south, 20%to/from the west and 10%to/from the east. Based on the trip distribution and assignment assumptions, the new project trips added to the street system were calculated and distributed along the existing street system and shown on Figure 14. (Peak Hour Project Only Trips on a Sunday). Since the amount of weekday new trips generated by the Temple, are negligible it was deemed that only a Sunday analysis would be required. Figure 14 below illustrates the New Volume that is generated by the Temple on a Sunday at the three (3)studied intersections. Figure 14. Project Only SUNDAY Peak Hour Intersection Turning Movement Counts New Avenue and Emerson Place(SUNDAY) Prospect Avenue and Emerson Place(SUNDAY) Intersection New Ave and Emerson PI /� Intersection Prospect Avenue&Emerson Place Highest 1 Hour SUNDAY 11a-1p Y \ Highest 1 Hour SUNDAY 11a-1p 2:New (10:45-11:45) 5:Emerson (10:45-11:45) Avenue& o o ^ Place& k—1o 0 0 Emerson4 4—3 0 Prospect Place \�l,► Avenue F—zo 0 (SUNDAY) (SUNDAY) ')T 4 _, — 0 oO � 0 . .311. Jackson Avenue and Emerson Place(SUNDAY) Jackson Avenue and Emerson Place Highest 1 Intersection Hour SUNDAY 11a-1p 6:Jackson (10:45-11:45) Avenue and Emerson Place -1 0 0 (SUNDAY) ///CCC/1 16 or0 0 -i 3 > Ir")T � N O CITY OF ROSEMEAD '•,`( Prepared By:Transtech Engineers,Inc. I Page 26 of 104 OSE EAD lud,n' tini,dl NMI%\nuer,1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE EXISTING PLUS PROJECT CONDITIONS The existing plus project analysis scenario provides an evaluation of conditions assuming that project traffic is added to existing traffic volumes and is shown in Figure 15. This is a hypothetical worst case scenario that assumes full absorption of project traffic within the surrounding street system with all patrons arriving by car. In theory, some of the attendees live in the surrounding neighborhood and walk to the Temple. Figure 15.SUNDAY Peak Turning Movement Counts Plus Project New Avenue and Emerson Place(SUNDAY) Prospect Avenue and Emerson Place (SUNDAY) Prospect Avenue&Emerson Place Intersection New Ave and Emerson PI /� Intersection Highest 1 Hour SUNDAY 11a-1p Highest 1 Hour SUNDAY 11a-lp ✓ � (10:45-11:45) 2:New (10:45-11:45) _I`1_ 5:Emerson IL i 00 Avenue& Place& Emerson ) �_�� Prospect NI ' c Place /C1c /� 13 Avenue //CC/ `y 149 SUNDAY l� i c (SUNDAY) (SUNDAY) 13872 t J/ 7 f) 127 -0. 66--.....44 Thi comm 0 ul Jackson Avenue and Emerson Place(SUNDAY) �� Jackson Avenue and Emerson Place Ji_ Intersection Highest 1 Hour SUNDAY 11a-1p 6:Jackson (10:45-11:45) Avenue and Emerson CO, Place " m m IIIL.19 (SUNDAY) 1c ..4---hr 43 120 IIIICCCC 6 91—>. t (F. 30 —••••s44 nrnm m m ,1- SUMMARY SUMMARY OF INTERSECTION OPERATIONS Since there is very little weekday peak hour traffic at the Temple only a Sunday analysis was completed for the three (3) intersections closest to the Temple. The traffic generated by the Temple was added to existing Sunday base volume to arrive at a With Project condition. As seen in Table 15 all of the studied intersections are projected to operate at acceptable LOS A through D with the addition of project traffic. As seen from the analysis the amount of Temple traffic does not impact intersection operations. CITY OF ROSEMEAD ',(l1 Prepared By:Transtech Engineers,Inc. I Page 27 of 104 i ..... i c E EAD lud,n.tim.dl l.rn:\nu•rii a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table 15.Level of Service for Existing Signalized Intersections Conditions Existing With Project Existing Project Impact Int? No. Signalized Intersection Peak Hour V/C Ratio LOS V/C LOS Ratio Yes/No New Avenue and 1 SUNDAY 0.529 A 0.536 A NO Emerson Place Unsignalized Intersections Delay in LOS Delay in LOS Sec Sec 2 Prospect Avenue and SUNDAY 9.8 A 9.8 A NO Emerson Place Jackson Avenue and 3 SUNDAY 8.4 A 8.5 A NO Emerson Place CITY OF ROSEMEAD 44‘03 Prepared By:Transtech Engineers,Inc. Page 28 of 104 i R6JAD Im1.1‘'.',mall logo Amen. CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE PARKING IMPACTS FROM TEMPLE TRAFFIC For comparison purposes another parking occupancy study was taken on July 10th and July 28, 2019, respectively. On the weekday count only summer school was in session and on a Sunday the Temple was in operation. Parking occupancy counts were taken on Emerson Place from New Avenue to Del Mar Avenue on Jackson Avenue from Emerson Place to Whitmore Avenue and on Prospect Avenue from Emerson Place to Hellman Avenue.The Jackson Avenue count was expanded to include the segment north of Emerson Place to Hellman for the Sunday count. The weekday count occurred on July 10th, 2019 Wednesday from 10:00am to 2:00pm while the Sunday count occurred on July 28, 2019 from 11:00am to 3:00pm. The parking summary is shown on Tables 16 (Weekday) and Tables 17 & 18 (Sunday) below. Actual Parking Counts are included in the appendix as attachments. Table 16. Parking Capacity Along Emerson Place and Jackson Avenue on a Weekday July 10, 2019(10:00am to 2:00pm) Emerson Place Jackson Prospect Avenue Avenue New Stevens Prospect Jackson Evelyn Ave to Ave to Ave to Ave to Isabel Ave Ave to Emerson PI to Emerson PI to Stevens Prospect Jackson Isabel to Evelyn Del Mar Whitmore Hellman Ave Ave Ave Ave Ave Ave Ave Time Side % % % % % % Side % % NS 38% 38% 13% 27% 8% 75% ES 100*% 42% 10am SS 75% 57% 0% 42% 8% 60% WS 47% 16% NS 19% 31% 13% 36% 23% 63% ES 100*% 42% 11am SS 58% 36% 0% 37% 17% 20% WS 58% 16% NS 13% 46% 25% 18% 15% 63% ES 100*% 44% 12pm SS 7% 36% 25% 42% 8% 20% WS 68% 24% NS 13% 15% 13% 9% 8% 63% ES 100*% 46% fpm SS 50% 36% 0% 37% 17% 20% WS 58% 8% NS 13% 15% 13% 18% 0% 75% ES 100*% 50% 2pm SS 58% 36% 0% 26% 17% 20% WS 68% 30% Table 16 above, illustrates a weekday parking occupancy count while school at Emerson Elementary only has a summer school program.The results show that Emerson Place has a lot of availability to park. AP) CITY OF ROSEMEAD APrepared By:Transtech Engineers,Inc. I Page 29 of 104 OSE EAD 4idm'+tim.Jl 10%111'WWII,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Next to the school on Jackson, parking was at capacity.Although summer school was taking place at Emerson Elementary,there was still parking available along Emerson Place so essentially the neighborhood was not impacted.This also shows that there are still plenty of space on Emerson Place itself to park, if people drive to at services at the Temple in the summer. If we assume that there would six(6) cars or 10%of Sunday peak would attend the Temple on a weekday in looking at the September weekday count Table 7 if we add some vehicle trips from the Temple to the parking along Emerson Place there would still be available parking spaces since Emerson Place was parked at 50%of capacity. In comparing the capacity available when school is in session from Table 7, parking ratios are heavier parked but in front of Emerson Place,there is still some available space for Temple patrons to park. In further review of parking from results in Table 16, it looks like most school traffic is on Jackson Avenue south of Emerson Place with 58%to 68%capacity next to the school and 100%capacity opposite the school. f CITY OF ROSEMEAD lPrepared By:Transtech Engineers,Inc. I Page 30 of 104 i OSE EAD fud.„,Small,,m,,.\me .i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table 17.Parking Capacity Along Emerson Place and Jackson Avenue on a Sunday July 28, 1019(11:00am to 3:00pm) Emerson Place New Ave Stevens Prospect Jackson Evelyn Ave to Ave to Ave to Ave to Isabel Ave to to Del Mar Stevens Prospect Jackson Isabel Ave Evelyn Ave Ave Ave Ave Ave Time Side e e e e e e NS l00% 100•% 100% 60% 20% 38% 11am SS 100% 100'% 62% 41% 33% 100•% NS 100.% 100'% 100% 60% 20% 88% 12pm SS 100'% 100•% 92% 53% 42% 75% NS 46% 83% 67% 60% 40% 75% fpm SS 100% 67% 46% 41% 67% 75% NS 31% 33% 50% 50% 20% 88% 2pm SS 90% 42% 8% 53% 67% 100% NS 23% 33% 50% 50% 20% 100% 3pm SS 80% 25% 0% 53% 58% 100% *Over 100%capacity-several vehicles were able to squeeze into a space. Tables 17& 18 illustrates parking conditions on a Sunday during the times that the Temple was allowed to operate. As seen in the tables, from 11:00am to 1:00pm, Emerson Place,from New Avenue to Prospect Avenue was 100% parked and cars were even squeezing into small spaces.This also occurred on the east side of Jackson Avenue north of Emerson Place (Table 18).As discussed in an earlier section, it was assumed that 47 vehicles arrived and 9 vehicles would leave in the peak hour from the Temple. Since it was observed that only 1 vehicle entered the Temple property to park that 46 vehicles would need to find a place to park.As shown on Tables 17 and 18 parking is only available on either side of Emerson Place on Jackson Avenue or north of Emerson Place on Prospect Avenue. From the parking count that was conducted on Sunday when the Temple was in service, street parking along Emerson Place from Stevens Avenue to Jackson Avenue was completely at capacity.We can infer from the results that a majority of spaces were filled by Temple members. However, it was observed that quite a few of these vehicles parked on Emerson Place were from the neighbors (observed people coming to cars from neighboring houses). Whoever is parked, parking is an issue on a Sunday. CITY OF ROSEMEAD 0Prepared By:Transtech Engineers,Inc. I Page 31 of 104 lc...1;11, 1 EAD CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE Table 18.Parking Capacity Along Jackson Avenue and Prospect Avenue on a Sunday July 28,2019 (11:00am to 3:00pm) Jackson Avenue Prospect Avenue Hellman Emerson Ave to PI to Hellman Ave Emerson PI Whitmore to Emerson PI Ave Time Side e e at ES 6% 56% 66% 11am WS 14% 46% 72% ES 13% 48% 60% 12pm WS 28% 51% 80% ES 13% 46% 58% 1pm WS 21% 46% 60% ES 6% 51% 50% 2pm WS 14% 44% 60% ES 6% 56% 44% 3pm WS 14% 58% 64% CITY OF ROSEMEAD 4.,14,-1 �I Prepared By:Transtech Engineers,Inc. I Page 32 of 104 i ..40 OSE r AD CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE PROJECT SUMMARY At the request of the City,this study was undertaken to examine potential impacts that will occur or are occurring with the operation of a Temple facility located along Emerson Place at 7516 Emerson Place. Existing vehicle counts at nearby intersections, on adjacent street segments on a typical weekday and a Sunday were collected. In addition, a 5 year accident history on Emerson Place was conducted as well as a spot radar speed survey and a parking occupancy count on a weekday and on a Sunday were performed.The results of each are presented in earlier sections. Below attempts to summarize all of the study information: 1. From the operational analysis it appears that the Temple does not impact any of the adjacent intersection's operations either on a Sunday or on a Weekday.The Temple does add additional traffic on the streets but not enough to exceed the Cities criteria to be considered an impact. All of the studied intersections are presently operating at acceptable Levels of Service LOS A or LOS B without and with the added traffic from the Temple on a weekday as well as on Sunday. 2. What was observed at the Temple;there is very little traffic either in persons or cars that occur on a weekday. Most of the impacts in regard to congestion and parking on Emerson Place on a weekday can be attributed to parents dropping off and picking up students at Emerson Elementary School. In fact, there is a 20-30%drop in traffic that occurs on a weekday versus a Sunday. 3. Sunday is the busiest time for the Temple. It was observed that 93 people entered the Temple site and 17 people exited the site during the busiest I hour period.Attendance seemed to drop after and before the peak hour. On July 28`h, 2019,the peak occurred between 10:45am to 11:45am. However,93 people do not equate to 93 vehicles. People arrived anywhere from 1 to a car to 4 people in a single vehicle. The majority of people seemed to arrive by car but we could not confirm this assumption unless we observed patrons dropping people off and looking for a place to park.There were also pedestrians going to the Temple that came from Prospect Avenue and Stevens Avenue so we could not confirm if these people parked out of the observer's vision or lived nearby. Parking on a Sunday during this time period seems to be the biggest impact on the neighborhood. Parking is always a concern in tight neighborhoods with mixed use from single family to multifamily to apartment living. Most houses own more than one car and it is not convenient to park in a narrow driveway.The Temple is adding to the parking congestion but it could not be concluded that all of the parking impacts were a result of the Temple. 4. Safety; it was observed on Sunday when parking is at capacity,that people are stopping in the street EB in front of the Temple driveway to unload or pick up elderly passengers forcing vehicles traveling behind them to swerve into the opposite lane to pass. These vehicles than drive on to locate CC: CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 33 of 104 OSE EAD tud i \Small 1msn Ammii a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE available parking or leave. Someone from the Temple was usually there to assist the loading and unloading of passengers but a car was still in the travel way during loading. 5. Pedestrian Safety: a lot of the pedestrians walking to the Temple who crossed the street at Prospect Avenue used the marked crosswalk but did not push the button to light up the in-road lights which alert oncoming drivers of pedestrians. Staff did a check and when the button is pushed the lights and signs are working and do come on. 6. It was observed that only 1 car entered the site. No cars exited.This may be because the members are using the parking area for meeting space or spaces were already filled. We could not determine. CITY OF ROSEMEAD to, Prepared By:Transtech Engineers,Inc. I Page 34 of 104 )t ti40SE EAD ,oche'.Small,,m n Amerin a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE RECOMMENDATIONS After a thorough review of existing conditions surrounding the Temple property which included peak hour and Daily Counts, radar speed survey accident analysis and parking review, it could be decided that on street parking is the main issue surrounding the Temple project.The following present some basic first steps concerning on-street parking. PARKING A. See if the Temple can work out an agreement with the school district to use the schools gated parking lot only during Sundays.The lot is located 110' (feet) from the Temple and has approximately 26 striped parking spaces.A member could unlock and lock the parking lot during pre-determined hours. This would provide available parking in close proximity to the Temple and free up parking along Emerson Place, Stevens Avenue and Prospect Avenue for the neighborhood. B. Make one space in front of the Temple a loading and unloading zone.While this would remove one on-street parking space it would provide a space for vehicles to pull out of the street to load or unload elderly members. Or at least make the driveway available to pull in, drop off and back out to find parking. CVC 22500 prohibits double parking. C. Make sure that the spaces within the site are being 100% utilized during Sunday services.This would provide for 7 vehicles to park off the street. D. Since all residents would be affected by any kind of parking restrictions this would be a last resort measure.The City could implement a parking permit program along Emerson Place but this would also restrict residents from parking as well. Most permit district only allow a certain number of permits per address. If a residential unit has several children or extended family living at the house, a parking permit program would force them to also park further away or stack in their driveway if length allows. CVC 22507- Permits Local Agencies to have Preferential Parking. E. Any posted parking which has time restrictions would also affect the surrounding neighbors. A consensus from residents should be obtained before posting any time restrictions on parking. CVC 22505-22506, 2251-Gives Local Agencies the authority for placement of signs. 4011 CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 35 of 104 Or), EAD all Gnrn Amunt a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE ATTACH M E NTS 1. ADT Count: Emerson Place W/O Prospect Avenue WEEKDAY 38 2. ADT Count: Emerson Place W/O Prospect Avenue SUNDAY 39 3. ADT Counts: Emerson Place Between Isabel Avenue& Evelyn Avenue WEEKDAY 40 4. ADT Counts: Emerson Place Between Isabel Avenue& Evelyn Avenue SUNDAY 41 5. ADT Count:Jackson Avenue N/0 Emerson Place WEEKDAY 42 6. ADT Counts:Jackson Avenue Between Emerson Place &Whitmore Street WEEKDAY 43 7. ADT Counts: Prospect Avenue N/0 Emerson Place WEEKDAY 44 8. ADT Counts: Stevens Avenue N/0 Emerson Place WEEKDAY 45 9. ADT Counts: Isabel Avenue N/0 Emerson Place WEEKDAY 46 10. ADT Counts: Evelyn Avenue N/0 Emerson Place WEEKDAY 47 11. ADT Counts: Evelyn Avenue S/0 Emerson Place WEEKDAY 48 12. ADT Counts: Hellman Avenue Between New Avenue&Jackson Avenue WEEKDAY 49 13. ADT Counts: Hellman Avenue Between Jackson Avenue& Del Mar Avenue WEEKDAY 50 14. ADT Counts: Del Mar Avenue N/O Emerson Place WEEKDAY 51 15. Peak Hour Counts at Jackson Avenue and Hellman Avenue WEEKDAY(7:OOAM-9:OOAM) 52 16. Peak Hour Counts at Jackson Avenue and Hellman Avenue WEEKDAY(1:OOPM-3:OOPM) 53 17. Peak Hour Counts at Jackson Avenue and Hellman Avenue WEEKDAY(4:OOPM-6:OOPM) 54 18. Peak Hour Counts at New Avenue and Emerson Place WEEKDAY(7:OOAM-9:OOAM) 55 19. Peak Hour Counts at New Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) 56 20. Peak Hour Counts at New Avenue and Emerson Place WEEKDAY(4:OOPM-6:OOPM) 57 21. Peak Hour Counts at Jackson Avenue and Garvey Avenue WEEKDAY(7:OOAM-9:OOAM) 58 22. Peak Hour Counts at Jackson Avenue and Garvey Avenue WEEKDAY(1:OOPM-3:OOPM) 59 23. Peak Hour Counts at Jackson Avenue and Garvey Avenue WEEKDAY(4:OOPM-6:OOPM) 60 24. Peak Hour Counts at Del Mar Avenue and Emerson Place WEEKDAY(7:OOAM-9:OOAM) 61 25. Peak Hour Counts at Del Mar Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) 62 26. Peak Hour Counts at Del Mar Avenue and Emerson Place WEEKDAY(4:OOPM-6:OOPM) 63 27. Peak Hour Counts at Prospect Avenue and Emerson Place WEEKDAY(7:OOAM-9:OOAM) 64 28. Peak Hour Counts at Prospect Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) 65 29. Peak Hour Counts at Prospect Avenue and Emerson Place WEEKDAY(4:OOPM-6:OOPM) 66 30. Peak Hour Counts at Jackson Avenue and Emerson Place WEEKDAY(7:OOAM-9:OOAM) 67 31. Peak Hour Counts at Jackson Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) 68 32. Peak Hour Counts at Jackson Avenue and Emerson Place WEEKDAY(4:OOPM-6PM) 69 33. Peak Hour Counts at New Avenue and Emerson Place SUNDAY(11:OOAM-1:OOPM) 70 34. Peak Hour Counts at New Avenue and Emerson Place SUNDAY(1:OOPM-3:OOPM) 71 35. Peak Hour Counts at Prospect Avenue and Emerson Place SUNDAY(11:OOAM-1:OOPM) 72 36. Peak Hour Counts at Prospect Avenue and Emerson Place SUNDAY(1:OOPM-3:OOPM) 73 37. Peak Hour Counts at Jackson Avenue and Emerson Place SUNDAY(11:OOAM-1:OOPM) 74 38. Peak Hour Counts at Jackson Avenue and Emerson Place SUNDAY(1PM-3PM) 75 39. Radar Speed Survey along Emerson Place between New Avenue and Jackson Avenue 76 40. Parking Capacity Emerson Place and Jackson Avenue Weekday July 10,2019 (10AM-2PM) 77 41. Parking Capacity along Emerson Place and Jackson Avenue on Sunday July 28,2019(11AM-3PM) 78 lf CITY OF ROSEMEAD I'0Prepared By:Transtech Engineers,Inc. I Page 36 of 104 irc--..ir AD Ind IN's Small run n Anuerit a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 42. Parking Capacity along Emerson Place and Jackson Avenue on a Typical Weekday when school was in session September 26,2018(7AM-4PM) 79 43. Parking Capacity along Emerson Place and Jackson Avenue on September 30,2018(10AM-4PM) 80 44. LOS Report Existing Conditions AM PEAK at Jackson Avenue and Hellman Avenue 81 45. LOS Report Existing Conditions AM PEAK at New Avenue and Emerson Place 82 46. LOS Report Existing Conditions AM PEAK at Jackson Avenue and Garvey Avenue 83 47. LOS Report Existing Conditions AM PEAK at Prospect Avenue and Emerson Place 84 48. LOS Report Existing Conditions AM PEAK at Jackson Avenue and Emerson Place 85 49. LOS Report Existing Conditions AM PEAK at Del Mar Avenue and Emerson Place 86 50. LOS Report Existing Conditions AFT PEAK at Del Mar Avenue at Emerson Place 87 51. LOS Report Existing Conditions AFT PEAK at Jackson Avenue and Emerson Place 88 52. LOS Report Existing Conditions AFT PEAK at Prospect Avenue and Emerson Place 89 53. LOS Report Existing Conditions AFT PEAK at Jackson Avenue and Garvey Avenue 90 54. LOS Report Existing Conditions AFT PEAK at New Avenue and Emerson Place 91 55. LOS Report Existing Conditions AFT PEAK at Jackson Avenue and Hellman Avenue 92 56. LOS Report Existing Conditions PM PEAK at Jackson Avenue and Hellman Avenue 93 57. LOS Report Existing Conditions PM PEAK at New Avenue and Emerson Place 94 58. LOS Report Existing Conditions PM PEAK at Jackson Avenue and Garvey Avenue 95 59. LOS Report Existing Conditions PM PEAK at Prospect Avenue and Emerson Place 96 60. LOS Report Existing Conditions PM PEAK at Jackson Avenue and Emerson Place 97 61. LOS Report Existing Conditions PM PEAK at Del Mar Avenue at Emerson Place 98 62. LOS Report Existing Conditions SUNDAY PEAK at Jackson Avenue and Emerson Place 99 63. LOS Report Existing Conditions SUNDAY PEAK at New Avenue and Emerson Place 100 64. LOS Report Existing Conditions SUNDAY PEAK at Prospect Avenue and Emerson Place 101 65. LOS Report Existing WITH PROJECT SUNDAY PEAK New Avenue at Emerson Place 102 66. LOS Report Existing WITH PROJECT SUNDAY PEAK Prospect Avenue at Emerson Place 103 67. LOS Report Existing WITH PROJECT SUNDAY PEAK at Jackson Avenue and Emerson Place 104 CITY OF ROSEMEAD �r Prepared By:Transtech Engineers, Inc. I Page 37 of 104 IPJ EMAP E lodll CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 1. ADT Count: Emerson Place W/O Prospect Avenue WEEKDAY Prepared by ND5/ATD VOLUME Emerson PI W/O Prospect Ave Day:Thursday City:Rosemead Date:9/13/2018 Project 8:CA18_5590_016 DAILY TOTALS NB 56 I EB WB I Total 0 0 2,210 1,797 4,007 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 6 2 8 12:00 38 20 58 00:15 5 2 7 12:15 27 18 45 00:30 3 7 10 12:30 29 17 46 00:45 5 r 19 0 11 r 5 30 12:45 33 127 26 81 r 59 208 01:00 3 3 6 13:00 25 16 41 01:15 0 1 1 13:15 28 29 57 01:30 2 1 3 13:30 39 20 59 01:45 0 ' 5 0 5 r 0 10 13:45 41 133 23 88 r 64 221 02:00 2 1 3 14:00 42 14 56 02:15 1 1 2 14:15 45 21 66 02:30 0 0 0 14:30 44 22 66 02:45 1 r 4 0 2 r 1 6 14:45 44 175 34 91 r 78 266 03:00 3 1 4 15:00 56 27 83 03:15 0 1 1 15:15 40 30 70 03:30 0 0 0 15:30 44 24 68 03:45 0 ' 3 0 2 r 0 5 15:45 42 182 26 107 r 68 289 04:00 1 0 1 16:00 51 31 82 04:15 0 1 1 16:15 38 32 70 04:30 0 1 1 16:30 35 36 71 04:45 1 r 2 1 3 r 2 5 16:45 36 160 32 131 r 68 291 05:00 3 3 6 17:00 53 33 86 05:15 2 3 5 17:15 52 37 89 05:30 1 7 8 17:30 55 31 86 05:45 4 r 10 5 18 r 9 28 17:45 54 214 58 159 r112 373 06:00 4 2 6 18:00 72 46 118 06:15 5 8 13 18:15 48 39 87 06:30 6 10 16 18:30 45 46 91 06:45 11 26 16 36 27 62 18:45 41 206 32 163 73 369 07:00 8 19 27 19:00 38 39 77 07:15 28 33 61 19:15 26 22 48 07:30 42 44 86 19:30 29 31 60 07:45 51 129 34 130 85 259 19:45 28 121 24 116 52 237 08:00 46 39 85 20:00 19 25 44 08:15 29 51 80 20:15 23 18 41 08:30 21 36 57 20:30 27 20 47 08:45 24 120 25 151 49 271 20:45 28 97 22 85 50 182 09:00 16 26 42 21:00 14 13 27 09:15 34 26 60 21:15 15 20 35 09:30 25 31 56 21:30 13 11 24 09:45 27 102 23 106 50 208 21:45 10 52 10 54 20 106 10:00 29 18 47 22:00 18 12 30 10:15 29 26 55 22:15 12 7 19 10:30 28 34 62 22:30 13 15 28 10:45 24 110 17 95 41 205 22:45 11 54 4 38 15 92 11:00 22 26 48 23:00 14 12 26 11:15 32 22 54 23:15 12 7 19 11:30 29 32 61 23:30 10 2 12 11:45 30 113 22 102 52 215 23:45 10 46 2 23 12 69 TOTALS 643 661 1304 TOTALS 1567 1136 2703 SPLIT% 49.3% 50.7% 32.5% SPLIT% 58.0% 42.0% 67.5% DAILY TOTALS NB 5B I EB w6 I Total 0 0 2,210 1,797 4,007 AM Peak Hour 07:30 07:30 07:30 PM Peak Hour 17:15 17:45 17:45 AM Pk Volume 168 168 336 PM Pk Volume 233 189 408 Pk Hr Factor 0.824 0.824 0.977 Pk Hr Factor 0.809 0.815 0.864 7-9 Volume 249 281 530 4-6 Volume 374 290 664 7-9 Peak Hour 07:30 07:30 07:30 4.6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 168 168 336 4-6 Pk Volume 214 159 373 Pk Hr Factor 0.824 0.824 0.977 Pk Hr Factor 0.973 0.685 0.833 ti/ CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 38 of 104 lOro EAD ,.Jl full,,Anmri,.i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 2. ADT Count: Emerson Place W/O Prospect Avenue SUNDAY Prepared by NDS/ATD VOLUME Emerson PI W/O Prospect Ave Day:Sunday City:Rosemead Date:9/16/2018 Project It:CA18_5590_016 DAILY TOTALS NB SB EB EB WB I Total 0 0 1,635 1,444 3,079 AM Period NB SB EB WB TOTAL PM Period NB 513 EB WB TOTAL 00:00 3 7 10 12:00 26 26 52 00:15 13 5 18 12:15 35 22 57 00:30 7 5 12 12:30 33 26 59 00:45 4 '27 2 '19 r 6 46 12:45 33 '127 20 r 94 r 53 221 01:00 8 2 10 13:00 41 22 63 01:15 4 3 7 13:15 31 31 62 01:30 6 4 10 13:30 45 37 82 01:45 1 r 19 1 r 10 r 2 29 13:45 24 '141 27 r117 '51 258 02:00 3 2 5 14:00 18 27 45 02:15 3 2 5 14:15 28 25 53 02:30 2 1 3 14:30 31 23 54 02:45 4 '12 0 ' 5 r 4 17 14:45 38 '115 26 '101 '64 216 03:00 2 0 2 15:00 30 27 57 03:15 0 0 0 15:15 32 21 53 03:30 3 0 3 15:30 33 35 68 03:45 3 ' 8 1 ' 1 ' 4 9 15:45 32 '127 25 "108 '57 235 04:00 2 1 3 16:00 32 29 61 04:15 1 4 5 16:15 29 17 46 04:30 2 3 5 16:30 27 20 47 04:45 0 ' 5 0 r 8 r 0 13 16:45 25 '113 13 '79 '38 192 05:00 0 0 0 17:00 24 20 44 05:15 0 2 2 17:15 26 24 50 05:30 2 2 4 17:30 34 27 61 05:45 7 ' 9 4 ' 8 r 11 17 17:45 36 '120 41 '112 r 77 232 06:00 2 3 5 18:00 28 23 51 06:15 3 2 5 18:15 19 21 40 06:30 5 2 7 18:30 17 18 35 06:45 3 '13 4 r 11 r 7 24 18:45 26 r 90 25 '87 '51 177 07:00 8 8 16 19:00 36 24 60 07:15 6 6 12 19:15 26 20 46 07:30 12 3 15 19:30 30 28 58 07:45 12 '38 10 r 27 r 22 65 19:45 19 '111 25 '97 '44 208 08:00 3 14 17 20:00 20 22 42 08:15 18 13 31 20:15 20 17 37 08:30 16 19 35 20:30 20 19 39 08:45 18 '55 16 '62 r 34 117 20:45 15 '75 10 r 68 '25 143 09:00 18 22 40 21:00 16 16 32 09:15 20 27 47 21:15 11 20 31 09:30 21 23 44 21:30 11 11 22 09:45 36 95 24 96 60 191 21:45 15 53 19 66 34 119 10:00 36 25 61 22:00 11 17 28 10:15 17 26 43 22:15 7 8 15 10:30 26 29 55 22:30 10 9 19 10:45 23 102 28 108 51 210 22:45 10 38 10 44 20 82 11:00 34 26 60 23:00 8 3 11 11:15 31 19 50 23:15 1 2 3 11:30 36 29 65 23:30 2 4 6 11:45 26 127 30 104 56 231 23:45 4 15 3 12 7 27 TOTALS 510 459 969 TOTALS 1125 985 2110 SPLIT% 52.6% 47.4% 31.5% SPLIT% 53.3% 46.7% 68.5% DAILY TOTALS NB 58 I EB WB I Total 0 0 1,635 1A44 3,079 AM Peak Hour 11:00 10:15 11:00 PM Peak Hour 12:45 13:15 12:45 AM Pk Volume 127 109 231 PM Pk Volume 150 122 260 Pk Hr Factor 0.882 0.940 0.888 Pk Hr Factor 0.833 0.824 0.793 7-9 Volume 93 89 182 4-6 Volume 233 191 424 7-9 Peak Hour 08:00 08:00 08:00 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 55 62 117 4-6 Pk Volume 120 112 232 Pk Hr Factor 0.764 0.816 0.836 Pk Hr Factor 0.833 0.683 0.753 f CITY OF ROSEMEAD cOxeI,(r Prepared By:Transtech Engineers,Inc. I Page 39 of 104 ,i t AD ,: 1111.111 IMVII Ann•ri1 a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 3. ADT Counts: Emerson Place Between Isabel Avenue& Evelyn Avenue WEEKDAY Prepared by NDS/ATD VOLUME Emerson PI Bet.Isabel Ave&Evelyn Ave Day:Thursday City:Rosemead Date:9/13/2018 Project 8:CA18_5590_017 DAILY TOTALS NB SB I EB WB I Total 0 0 2,625 2,150 4,775 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 6 2 8 12:00 38 23 61 00:15 6 7 13 12:15 26 24 50 00:30 0 5 5 12:30 32 26 58 00:45 6 r 18 3 17 r 9 35 12:45 37 133 30 103 r 67 236 01:00 2 3 5 13:00 35 12 47 01:15 4 2 6 13:15 42 29 71 01:30 1 1 2 13:30 37 20 57 01:45 0 r 7 1 7 r 1 14 13:45 37 151 22 83 r 59 234 02:00 0 0 0 14:00 45 28 73 02:15 3 0 3 14:15 35 42 77 02:30 0 1 1 14:30 55 49 104 02:45 1 r 4 0 1 r 1 5 14:45 71 206 35 154 r 106 360 03:00 1 0 1 15:00 67 32 99 03:15 1 3 4 15:15 50 33 83 03:30 0 0 0 15:30 41 41 82 03:45 0 r 2 0 3 ' 0 5 15:45 43 201 29 135 r 72 336 04:00 1 2 3 16:00 58 29 87 04:15 4 1 5 16:15 46 36 82 04:30 1 0 1 16:30 37 36 73 04:45 6 r 12 1 4 r 7 16 16:45 52 193 37 138 '89 331 05:00 5 2 7 17:00 49 40 89 05:15 4 5 9 17:15 41 57 98 05:30 4 2 6 17:30 51 58 109 05:45 2 r 15 6 15 r 8 30 17:45 71 212 52 207 r123 419 06:00 11 5 16 18:00 68 48 116 06:15 8 5 13 18:15 55 55 110 06:30 9 9 18 18:30 54 47 101 06:45 14 r 42 19 38 r 33 80 18:45 49 226 35 185 r 84 411 07:00 20 21 41 19:00 48 47 95 07:15 29 37 66 19:15 31 32 63 07:30 54 47 101 19:30 30 38 68 07:45 71 r174 51 156 '122 330 19:45 34 143 25 142 r 59 285 08:00 58 50 108 20:00 23 29 52 08:15 49 37 86 20:15 24 25 49 08:30 32 48 80 20:30 29 25 54 08:45 49 '188 29 164 r 78 352 20:45 26 102 26 105 '52 207 09:00 32 31 63 21:00 18 22 40 09:15 46 25 71 21:15 27 27 54 09:30 41 28 69 21:30 16 16 32 09:45 33 152 28 112 61 264 21:45 14 75 15 80 29 155 10:00 43 23 66 22:00 24 13 37 10:15 35 30 65 22:15 10 16 26 10:30 29 24 53 22:30 14 16 30 10:45 24 131 21 98 45 229 22:45 15 63 11 56 26 119 11:00 28 28 56 23:00 14 11 25 11:15 31 31 62 23:15 10 10 20 11:30 42 37 79 23:30 7 5 12 11:45 35 136 22 118 57 254 23:45 8 39 3 29 11 68 TOTALS 881 733 1614 TOTALS 1744 1417 3161 SPLIT% 54.6% 45.4% 33.8% SPLIT% 55.2% 44.8% 66.2% DAILY TOTALS NB SB I EB WB I Total 0 0 2,625 2,150 4,775 AM Peak Hour 07:30 07:45 07:30 PM Peak Hour 17:45 17:15 17:30 AM Pk Volume 232 186 417 PM Pk Volume 248 215 458 Pk Hr Factor 0.817 0.912 0.855 Pk Hr Factor 0.873 0.927 0.931 7-9 Volume 362 320 682 4-6 Volume 405 345 750 7-9 Peak Hour 07:30 07:45 07:30 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 232 186 417 4-6 Pk Volume 212 207 419 Pk Hr Factor 0.817 0.912 0.855 Pk Hr Factor 0.746 0.892 0.852 CITY OF ROSEMEAD 1 Prepared By:Transtech Engineers,Inc. 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N N N.Ni.Mi�m M ti a O ti M.Mi l%1 M t0 t0 ID.O-1 N N n N 00 00 00 00 011 01 M Ol O O O O.1.a.•i.r N N N N HIM M M i- > w .-1 N N .-1 N N N N N N N N N r1 N N N N N H N N N N N N N N N N N N N N N N N O o. 6 6 = t0 0. 0. 1 W c 82 ¢ �a t M 66aa .ute F 41 > N O a n ce 41 a Q / O ~ vmi N N m O1 rN.� mco co rmi N ON . FI N�1 .-i " N S0 N G tri N > O Ym m m p 1•- naNNnnaamMm,0 0,0 NNa0t0N M n n0100000i11n NN 0oNoona0000Naaa W CO 0 QJ al CL U M r-1.-4..--1, , . N . , , N N N a a M M M l0 M ill lO l0 M M n lO t0 lO M C Z CO O . . • • 'a" 1O ; ti ry ti oN o io OHO_ .y M mo m o on F. C a 1.1 a din W m p m 0 l0.M-I 003 N M N O N l0 M a lO O a N n CO ` 2 3 00 M n M M M N a N a M a l0 O a N N O M O a t0 N N M N M 00 M N 01 N N M N M N N N N M N N N 2 0 LL N O .-I N •� 00 M O 01 M r-1 M •-•4 a l0 O N• 8 t0 T O N 00 4u. W N M N n tJ o O C Ul •FI CLI 0 W n lOM,a a N N M M a M,N l O a a,a O o N,N O N n,N M N n M O N N P OM M M M N M a M a a a a 0 Q 0 W w U p z H m 1- LL Q O 0 o I— i— 00J , 0. J ,.. 0 . a a rL , ao ci �� IIr Q`,aZ M , W= i N L L. W C = ' YQ OMONOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMONOMOMOMOMOMn O O0MRO . MCONMCON C0. MOOtMOO.-1MOO.•1MVONMO0MOOMOOMOQI- X > mu a Y > 2 0- 0000 .iNNNNNMMCLImaaaaMMMN0D100n,nn00m00000010101OOOO.I. . . 200O0O0OOOOOOOOOOOOOOOOOOOO0OOOOOOOOOONNNN - - .-1rO N i6 = >m i mif. _ - Q Q Q a n •. 0 . Is n r^ c J 0 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 5. ADT Count:Jackson Avenue N/O Emerson Place WEEKDAY Prepared by NDS/ATD VOLUME Jackson Ave N/O Emerson PI Day:Thursday City:Rosemead Date:9/20/2018 Project 8:CA18_5589_008 DAILY TOTALS NB SB EB EB WB I Total 1A43 899 0 0 2,342 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 2 2 12:00 15 7 22 00:15 4 1 5 12:15 25 14 1 39 00:30 1 1 2 12:30 27 17 ' 44 00:45 1 6 0 4 r 1 10 12:45 27 94 12 50 '39 144 01:00 3 0 3 13:00 27 13 40 01:15 4 3 7 13:15 20 5 25 01:30 1 1 2 13:30 15 11 26 01:45 0 8 0 4 r 0 12 13:45 20 82 24 53 r 44 135 02:00 0 1 1 14:00 20 19 39 02:15 0 1 1 14:15 22 19 41 02:30 1 0 1 14:30 30 22 52 02:45 0 1 0 2 r 0 3 14:45 43 115 14 74 r 57 189 03:00 0 2 2 15:00 27 21 48 03:15 0 0 0 15:15 20 16 36 03:30 0 0 0 15:30 24 16 40 03:45 1 1 0 2 r 1 3 15:45 24 95 19 72 r 43 167 04:00 0 0 0 16:00 24 12 36 04:15 1 3 4 16:15 32 15 ' 47 04:30 1 1 2 16:30 29 9 38 04:45 1 3 1 5 r 2 8 16:45 29 114 11 47 '40 161 05:00 0 0 0 17:00 24 15 39 05:15 2 1 3 17:15 40 19 59 05:30 3 2 5 17:30 31 16 47 05:45 0 5 2 5 r 2 10 - 17:45 46 141 18 68 '64 209 06:00 2 1 3 18:00 27 17 44 06:15 3 0 3 18:15 28 18 46 06:30 5 4 9 18:30 16 12 28 06:45 9 19 7 12 r 16 31 18:45 26 97 7 54 r 33 151 07:00 13 10 23 19:00 26 13 39 07:15 19 10 29 19:15 26 11 37 07:30 26 18 44 19:30 18 11 29 07:45 29 87 35 73 r 64 160 19:45 15 85 5 40 r 20 125 08:00 20 25 45 20:00 20 11 31 08:15 35 16 51 20:15 17 12 29 08:30 19 13 32 20:30 15 12 27 08:45 17 91 15 69 r 32 160 20:45 21 73 15 50 7 36 123 09:00 18 13 31 21:00 11 6 17 09:15 13 12 25 21:15 15 5 20 09:30 19 14 33 21:30 10 515 09:45 16 66 19 58 r 35 124 21:45 17 53 3 19 r 20 72 10:00 14 9 23 22:00 4 3 ' 7 10:15 16 11 27 22:15 8 4 12 10:30 23 9 32 22:30 7 6 13 10:45 20 73 16 45 r 36 118 22:45 5 24 6 19 '11 43 11:00 18 8 26 23:009 3 12 11:15 20 20 40 23:15 6 3 9 11:30 24 13 37 23:30 7 7 14 11:45 23 85 17 58 r 40 143 23:45 3 25 3 16 ' 6 41 TOTALS 445 337 782 TOTALS 998 562 1560 SPLIT% 56.9% 43.1% 33.4% SPLIT% 64.0% 36.0% 66.6% DAILY TOTALS NB SB EB WB 1 Total 1,443 899 I 0 0 2,342 AM Peak Hour 07:30 07:30 07:30 PM Peak Hour 17:15 13:45 17:15 AM Pk Volume 110 94 204 PM Pk Volume 144 84 214 Pk Hr Factor 0.786 0.671 0.797 Pk Hr Factor 0.783 0.875 0.836 7-9 Volume 178 142 320 4-6 Volume 255 115 370 7-9 Peak Hour 07:30 07:30 07:30 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 110 94 204 4-6 Pk Volume 141 68 209 Pk Hr Factor 0.786 0.671 0.797 Pk Hr Factor 0.766 0.895 0.816 CITY OF ROSEMEAD `al Prepared By:Transtech Engineers,Inc. I Page 42 of 104 ctio. EAD rl.,\\Un.,„linen\nu ri,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 6. ADT Counts:Jackson Avenue Between Emerson Place&Whitmore Street WEEKDAY Prepared by NOS/ATD VOLUME Jackson Ave Bet.Emerson PI&Whitmore St Day:Thursday City:Rosemead Date:9/20/2018 Project#:CA18_5589_009 DAILY TOTALS NB SB EB WB Total 2,248 1,705 0 0 3,953 AM Period NB 513 EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 3 5 8 12:00 33 23 56 00:15 2 2 4 12:15 28 31 59 00:30 3 1 4 12:30 31 23 54 00:45 1 9 3 11 r 4 20 12:45 37 129 23 100 r 60 229 01:00 1 4 5 13:00 37 16 53 01:15 1 1 2 13:15 25 30 55 01:30 0 0 0 13:30 32 24 56 01:45 0 2 3 8 r 3 10 13:45 32 126 35 105 r 67 231 02:00 1 1 2 14:00 43 27 70 02:15 1 0 1 14:15 35 31 66 02:30 1 1 2 14:30 36 26 62 02:45 1 4 0 2 r 1 6 14:45 43 157 44 128 r 87 285 03:00 1 2 3 15:00 40 26 66 03:15 1 1 2 15:15 32 22 54 03:30 3 1 4 15:30 32 40 72 03:45 0 5 1 5 r 1 10 15:45 38 142 21 109 r 59 251 04:00 3 2 5 16:00 45 23 68 04:15 0 1 1 16:15 39 17 56 04:30 1 0 1 16:30 37 29 66 04:45 2 6 1 4 3 10 16:45 26 147 29 98 55 245 05:00 2 0 2 17:00 38 32 70 05:15 2 3 5 17:15 57 34 91 05:30 4 4 8 17:30 53 41 94 05:45 2 10 6 13 8 23 17:45 58 206 38 145 96 351 06:00 0 7 7 18:00 48 42 90 06:15 7 2 9 18:15 55 25 80 06:30 11 6 17 18:30 54 24 78 06:45 18 36 5 20 23 56 18:45 34 191 25 116 59 307 07:00 15 18 33 19:00 43 27 70 07:15 25 20 45 19:15 38 20 58 07:30 41 43 84 19:30 29 22 51 07:45 54 135 59 140 113 275 19:45 26 136 20 89 46 225 08:00 35 38 73 20:00 19 24 43 08:15 36 42 78 20:15 23 18 41 08:30 34 30 64 20:30 21 17 38 08:45 44 149 18 128 62 277 20:45 25 88 18 77 43 165 09:00 27 29 56 21:00 23 14 37 09:15 33 27 60 21:15 21 19 40 09:30 32 32 64 21:30 30 20 50 09:45 38 130 26 114 64 244 21:45 18 92 10 63 28 155 10:00 26 22 48 22:00 16 8 24 10:15 29 17 46 22:15 12 6 18 10:30 43 23 66 22:30 12 3 15 10:45 34 132 28 90 62 222 22:45 10 SO 6 23 16 73 11:00 40 20 60 23:00 7 6 13 11:15 29 26 55 23:15 7 2 9 11:30 39 31 70 23:30 6 3 9 11:45 36 144 27 104 63 248 23:45 2 22 2 13 4 35 TOTALS 762 639 1401 TOTALS 1486 1066 2552 SPLIT% 54.4% 45.6% 35.4% SPLIT% 58.2% 41.8% 64.6% DAILY TOTALS NB 58 I EB WB I Total 2,248 1,705 0 0 3,953 AM Peak Hour 07:30 07:30 07:30 PM Peak Hour 17:15 17:15 17:15 AM Pk Volume 166 182 348 PM Pk Volume 216 155 371 Pk Hr Factor 0.769 0.771 0.770 Pk Hr Factor 0.931 0.923 0.966 7-9 Volume 284 268 552 4-6 Volume 353 243 596 7-9 Peak Hour 07:30 07:30 07:30 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 166 182 348 4-6 Pk Volume 206 145 351 Pk Hr Factor 0.769 0.771 0.770 Pk Hr Factor 0.888 0.884 0.914 CITY OF ROSEMEAD lire By:Transtech Engineers,Inc. I Page 43 of 104 OSE EAD ,,„,.,,..,.1111.111 luMrn Amerit e CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 7. ADT Counts: Prospect Avenue N/O Emerson Place WEEKDAY Prepared by NDS/ATD VOLUME Prospect Ave N/O Emerson PI Day:Thursday City:Rosemead Date:9/20/2018 Project 8:CA18_5589_007 DAILY TOTALS NB 5B EB WB 1 Total 311 336 I 0 0 647 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 1 1 12:00 6 6 12 00:15 0 0 0 12:15 2 2 4 00:30 1 0 1 12:30 2 1 3 00:45 0 1 0 1 r 0 2 12:45 2 12 2 11 r 4 23 01:00 2 0 2 13:00 5 4 9 01:15 0 0 0 13:15 3 3 6 01:30 0 0 0 13:30 1 1 2 01:45 0 2 0 r 0 2 13:45 1 10 3 11 r 4 21 02:00 0 0 0 14:00 2 2 4 02:15 1 0 1 14:15 10 7 17 02:30 0 0 0 14:30 14 16 30 02:45 0 1 0 r 0 1 14:45 8 34 6 31 r 14 65 03:00 0 0 0 15:00 8 4 12 03:15 0 0 0 15:15 6 1 7 03:30 0 0 0 15:30 6 6 12 03:45 1 1 0 r 1 1 15:45 3 23 4 15 r 7 38 04:00 0 1 1 16:00 1 3 4 04:15 0 0 0 16:15 5 5 10 04:30 0 1 1 16:30 2 1 3 04:45 0 1 3 r 1 3 16:45 6 14 7 16 r 13 30 05:00 0 2 2 17:00 6 3 9 05:15 0 0 0 17:15 5 6 11 05:30 1 1 2 17:30 3 8 11 05:45 1 2 1 4 r 2 6 17:45 14 28 10 27 r 24 55 06:00 0 0 0 18:00 9 7 16 06:15 0 1 1 18:15 4 3 7 06:30 2 1 3 18:30 3 7 10 06:45 3 5 2 4 r 5 9 18:45 6 22 0 17 r 6 39 07:00 2 9 11 19:00 8 3 11 07:15 2 8 10 19:15 4 2 6 07:30 4 13 17 19:30 3 5 8 07:45 11 19 30 60 r 41 79 19:45 2 17 1 11 r 3 28 08:00 24 27 51 20:00 3 2 5 08:15 20 13 33 20:15 3 2 5 08:30 3 3 6 20:30 4 2 6 08:45 3 50 4 47 r 7 97 20:45 3 13 3 9 r 6 22 09:00 2 6 8 21:00 5 4 9 09:15 1 1 2 21:15 2 2 4 09:30 5 3 8 21:30 3 3 6 09:45 3 11 2 12 r 5 23 21:45 2 12 1 10 r 3 22 10:00 1 4 5 22:00 1 3 4 10:15 2 6 8 22:15 0 2 2 10:30 3 5 8 22:30 1 1 2 10:45 4 10 4 19 r 8 29 22:45 2 4 1 7 r 3 11 11:00 5 2 7 23:001 2 3 11:15 1 9 10 23:15 1 2 3 11:30 6 2 8 23:30 1 1 2 11:45 3 15 1 14 r 4 29 23:45 2 5 2 7 r 4 12 TOTALS 117 164 281 TOTALS 194 172 366 SPLIT% 41.6% 58.4% 43.4% SPLIT% 53.0% 47.0% 56.6% DAILY TOTALS NB SB EB WB 1 Total 311 336 I 0 0 647 AM Peak Hour 07:30 07:30 07:30 PM Peak Hour 14:15 14:15 14:15 AM Pk Volume 59 83 142 PM Pk Volume 40 33 73 Pk Hr Factor 0.615 0.692 0.696 Pk Hr Factor 0.714 0.516 0.608 7-9 Volume 69 107 176 4-6 Volume 42 43 85 7-9 Peak Hour 07:30 07:30 07:30 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 59 83 142 4-6 Pk Volume 28 27 55 Pk Hr Factor 0.615 0.692 0.696 Pk Hr Factor 0.500 0.675 0.573 CITY OF ROSEMEAD O„ f.• 1Prepared By:Transtech Engineers,Inc. l Page 44 of 104 EAD all luuon\mcri. 0 cr : T v V F 3 3 D e to _ x x v '� x � o � � F+�+t+f+t+�..t+t+o 0 0 0 0O 0000000 0000 0 0 0 00000000000 0000000 00 � < � � � � u V NNN HOOOO10..13 ID to Co 000000 V V V V 010101 OtN u,in W AAAA W W W W NNNNF+N N NOOOO � 1 > A 41 i+CA th N O A iIJ N O e.U.,N i7 A Cu N 0 A A,P.C A 41 P.G A A.P.6.41 A.NCA iN NGA A.I+CA iA P.i:5 10 O m O m O m o e2 W ONONOWOWOMONO VlO V1O V1O VtO VtO V1O utO VtO V1O V1O VI OtnO V1O V1O utO VIO VIO a O C rn - E. �< """. r. ��� 0 W AInN�Ou W 00 lDNN W F+W V 01OA O0o 01 atA f+W O1N t+F+OOOOf+Of+000N1+OO000N0 W v \ IA i->476-4, P. 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O W O 0 z 13 D 01 M 0 OO O N F.N N f+AAA co A N A N W N W al V1 A a1 1n V al W V N A O W A A A W to 01 p A A W l0 A A 01 00 A A W 3 oo a ~ o Na 0 07 \ N w O W Ol N O 1-, Ot A O N 0 co = D or "0 m NDJN N W a N A l!1 N N N In W N 00 V A NJ LO A W 01 W V1 01~O F+l0 A Cr.a In A CO Cr,In A In V l0 A A A W N A A T LoW 0 I"' c') D 0" ' V a aa 1J ,. N N NJ NJ NJ NJ N r-,T O A O N D aNj N N N 0 co O A 00 W In W lO SIJI S \ 1� 7 " 'o m a, oa m m m A ^• 7C 3 (D u< p m fD v1 � 77 0 7 C1 �o0 3 Z t7 aa, v v m 0o d O W 1O m 0 T aa, 01 xp OD (D O m N N W W A to a1 1n a1 In W J W N tO LO A N O00 O O0 W 01 W 0 O1 I--• W 00 CO N O co O J W 00 V W V a1 O;,-.;O O _1 v.o 3 v o O o -„ M o N 01 G A N a a W A A Na a A a r D r d OD J A o a V IN V J N O W A N A O O O W r A 0 x _ CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 9. ADT Counts: Isabel Avenue N/O Emerson Place WEEKDAY Prepared by ND5/ATD VOLUME Isabel Ave N/0 Emerson PI Day:Thursday City:Rosemead Date:9/13/2018 Project#:CA18_5589_010 DAILY TOTALS NB SB EB WB 1 Total 286 266 0 0 552 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 1 1 2 12:00 2 2 4 00:15 0 1 1 12:15 2 0 2 00:30 0 1 1 12:30 5 4 9 00:45 0 1 1 4 r 1 5 12:45 2 11 0 6 r 2 17 01:00 0 0 0 13:00 1 2 3 01:15 0 2 2 13:15 2 0 2 01:30 0 0 0 13:30 2 1 3 01:45 0 0 2 r 0 2 13:45 3 8 2 5 r 5 13 02:00 1 0 1 14:00 4 4 8 02:15 1 0 1 14:15 6 7 13 02:30 0 0 0 14:30 12 8 20 02:45 1 3 0 r 1 3 14:45 11 33 5 24 r 16 57 03:00 0 0 0 15:00 1 7 8 03:15 0 0 0 15:15 3 6 9 03:30 0 0 0 15:30 8 3 11 03:45 0 0 r 0 15:45 7 19 2 18 r 9 37 04:00 0 0 0 16:00 4 4 8 04:15 1 1 2 16:15 2 3 5 04:30 0 0 0 16:30 2 6 8 04:45 0 1 1 2 r 1 3 16:45 5 13 4 17 r 9 30 05:00 3 1 4 17:00 6 3 9 05:15 2 0 2 17:15 7 4 11 05:30 0 1 1 17:30 4 3 7 05:45 0 5 1 3 r 1 8 17:45 8 25 5 15 r 13 40 06:00 1 1 2 18:00 5 5 10 06:15 2 2 4 18:15 8 11 19 06:30 1 1 2 18:30 7 2 9 06:45 2 6 1 5 r 3 11 18:45 5 25 5 23 r 10 48 07:00 3 3 6 19:00 7 9 16 07:15 1 10 11 19:15 4 1 5 07:30 3 11 14 19:30 2 7 9 07:45 7 14 5 29 r 12 43 _ 19:45 5 18 5 22 r 10 40 08:00 8 7 15 20:00 5 8 13 08:15 7 7 14 20:15 7 1 8 08:30 4 2 6 20:30 5 3 8 08:45 2 21 2 18 r 4 39 20:45 4 21 1 13 r 5 34 09:00 4 3 7 21:00 4 3 7 09:15 3 5 8 21:15 6 4 10 09:30 6 5 11 21:30 4 3 7 09:45 4 17 4 17 r 8 34 21:45 0 14 3 13 r 3 27 10:00 3 4 7 22:00 1 5 6 10:15 2 3 5 22:15 1 1 2 10:30 2 1 3 22:30 0 2 2 10:45 2 9 1 9 r 3 18 22:45 1 3 1 9 r 2 12 11:00 2 2 4 23:00 3 0 3 11:15 0 2 2 23:15 1 1 2 11:30 5 3 8 23:30 1 1 2 11:45 7 14 1 8 r 8 22 23:45 0 5 2 4 r 2 9 TOTALS 91 97 188 TOTALS 195 169 364 SPLIT% 48.4% 51.6% 34.1% SPLIT% 53.6% 46.4% 65.9% DAILY TOTALS NB 5BI EB WB Total 286 266 0 0 I 552 AM Peak Hour 07:45 07:15 07:30 PM Peak Hour 14:00 14:15 14:00 AM Pk Volume 26 33 55 PM Pk Volume 33 27 57 Pk Hr Factor 0.813 0.750 0.917 Pk Hr Factor 0.688 0.844 0.713 7-9 Volume 35 47 82 4-6 Volume 38 32 70 7-9 Peak Hour 07:45 07:15 07:30 4-6 Peak Hour 17:00 16:00 17:00 7-9 Pk Volume 26 33 55 4-6 Pk Volume 25 17 40 Pk Hr Factor 0.813 0.750 0.917 Pk Hr Factor 0.781 0.708 0.769 14041 CITY OF ROSEMEAD I' Prepared By:Transtech Engineers,Inc. I Page 46 of 104 OSE EAD luddr'.Small lo, :\n:rri,.: CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 10. ADT Counts: Evelyn Avenue N/O Emerson Place WEEKDAY Prepared by NDS/ATD VOLUME Evelyn Ave N/O Emerson PI Day:Thursday City:Rosemead Date:9/13/2018 Project 8:CA18_5589_011 DAILY TOTALS NB 56 EB WB 1 Total 480 328 I 0 0 808 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 0 0 12:00 11 2 13 00:15 1 0 1 12:15 7 5 12 00:30 0 1 1 12:30 4 4 8 00:45 1 2 0 1 r 1 3 12:45 6 28 5 16 r 11 44 01:00 0 0 0 13:00 5 2 7 01:15 0 0 0 13:15 7 7 14 01:30 0 1 1 13:30 7 4 11 01:45 0 1 2 r 1 2 13:45 7 26 2 15 r 9 41 02:00 0 0 0 14:00 10 6 16 02:15 1 1 2 14:15 10 7 17 02:30 0 1 1 14:30 13 7 20 02:45 0 1 0 2 r 0 3 14:45 10 43 8 28 r 18 71 03:00 0 0 0 15:00 12 6 18 03:15 0 0 0 15:15 5 7 12 03:30 0 0 0 15:30 5 6 11 03:45 2 2 0 r 2 2 15:45 10 32 4 23 r 14 55 04:00 0 0 0 16:00 5 9 14 04:15 0 0 0 16:15 14 4 18 04:30 0 1 1 16:30 10 4 14 04:45 3 3 0 1 3 4 16:45 8 37 1 18 9 55 05:00 0 1 1 17:00 9 5 14 05:15 1 2 3 17:15 12 9 21 05:30 2 3 5 17:30 9 4 13 05:45 0 3 0 6 0 9 17:45 5 35 9 27 14 62 06:00 3 1 4 18:00 10 8 18 06:15 4 1 5 18:15 5 5 10 06:30 5 0 5 18:30 9 3 12 06:45 2 14 4 6 6 20 18:45 9 33 6 22 15 55 07:00 1 2 3 19:00 8 2 10 07:15 9 3 12 19:15 10 3 13 07:30 7 5 12 19:30 7 10 17 07:45 15 32 3 13 18 45 19:45 8 33 12 27 20 60 08:00 4 6 10 20:00 6 4 10 08:15 9 6 15 20:15 4 3 7 08:30 7 8 15 20:30 3 7 10 08:45 11 31 5 25 16 56 20:45 4 17 4 18 8 35 09:00 5 4 9 21:00 3 6 9 09:15 7 6 13 21:15 2 5 7 09:30 6 1 7 21:30 3 3 6 09:45 6 24 3 14 9 38 21:45 4 12 1 15 5 27 10:00 5 10 15 22:00 9 5 14 10:15 5 6 11 22:15 5 1 6 10:30 5 4 9 22:30 6 5 11 10:45 2 17 2 22 4 39 22:45 2 22 1 12 3 34 11:00 3 0 3 23:00 2 3 5 11:15 6 4 10 23:15 0 1 1 11:30 10 4 14 23:30 1 0 1 11:45 10 29 2 10 12 39 23:45 1 4 1 5 2 9 TOTALS 158 102 260 TOTALS 322 226 548 SPLIT% 60.8% 39.2% 32.2% SPLIT% 58.8% 41.2% 67.8% DAILY TOTALS NB SB EB WB Total 480 328 0 0 808 AM Peak Hour 11:30 08:00 07:45 PM Peak Hour 14:15 17:15 14:15 AM Pk Volume 38 25 58 PM Pk Volume 45 30 73 Pk Hr Factor 0.864 0.781 0.806 Pk Hr Factor 0.865 0.833 0.913 7-9 Volume 63 38 101 4-6 Volume 72 45 117 7-9 Peak Hour 07:15 08:00 07:45 4-6 Peak Hour 16:15 17-00 17:00 7-9 Pk Volume 35 25 58 4-6 Pk Volume 41 27 62 Pk Hr Factor 0.583 0.781 0.806 Pk Hr Factor 0.732 0.750 0.738 CITY OF ROSEMEAD �,( Prepared By:Transtech Engineers, Inc. l Page 47 of 104 OSE EAD fudac.....„lona Amrriid CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 11. ADT Counts: Evelyn Avenue S/O Emerson Place WEEKDAY Prepared by NDS/ATD VOLUME Evelyn Ave S/O Emerson PI Day:Thursday City:Rosemead Date:9/20/2018 Project#:CA18_5589_012 DAILY TOTALS NB sBI EB WB Total 755 397 0 0 I 1,152 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 2 3 5 12:00 18 4 22 00:15 0 1 1 12:15 15 6 21 00:30 1 2 3 12:30 9 7 16 00:45 3 6 2 8 r 5 14 12:45 10 52 8 25 r 18 77 01:00 0 0 0 13:00 8 8 16 01:15 1 0 1 13:15 12 5 17 01:30 1 1 2 13:30 14 5 19 01:45 2 4 0 1 r 2 5 13:45 15 49 4 22 r 19 71 02:00 2 1 3 14:00 21 4 25 02:15 1 2 3 14:15 13 9 22 02:30 2 0 2 14:30 27 11 38 02:45 1 6 0 3 r 1 9 14:45 11 72 9 33 r 20 105 03:00 0 1 1 15:00 9 11 20 03:15 1 0 1 15:15 7 4 11 03:30 0 0 0 15:30 12 5 17 03:45 0 1 0 1 r 0 2 15:45 17 45 6 26 r 23 _71__ 04:00 1 1 2 16:00 3 6 9 04:15 1 0 1 16:15 16 5 21 04:30 2 1 3 16:30 10 5 15 04:45 0 4 0 2 0 6 16:45 16 45 9 25 25 70 05:00 1 1 2 17:00 13 4 17 05:15 1 2 3 17:15 14 9 23 05:30 0 3 3 17:30 16 6 22 05:45 3 5 0 6 3 11 17:45 13 56 4 23 17 79 06:00 5 0 5 18:00 17 6 23 06:15 2 2 4 18:15 12 7 19 06:30 8 4 12 18:30 10 8 18 06:45 0 15 2 8 2 23 18:45 8 47 13 34 21 81 07:00 7 2 9 19:00 12 4 16 07:15 6 3 9 19:15 19 12 31 07:30 21 7 28 19:30 21 9 30 07:45 32 66 17 29 49 95 19:45 13 65 11 36 24 101 08:00 17 6 23 20:00 8 7 15 08:15 8 4 12 20:15 6 5 11 08:30 9 6 15 20:30 13 3 16 08:45 6 40 2 18 8 58 20:45 7 34 4 19 11 53 09:00 13 2 15 21:00 4 1 5 09:15 11 2 13 21:15 5 2 7 09:30 9 3 12 21:30 3 3 6 09:45 10 43 2 9 12 52 21:45 3 15 6 12 9 27 10:00 7 3 10 22:00 3 4 7 10:15 12 2 14 22:15 2 2 4 10:30 5 2 7 22:30 5 2 7 10:45 9 33 9 16 18 49 22:45 4 14 2 10 6 24 11:00 6 4 10 23:00 3 1 4 11:15 8 5 13 23:15 2 2 4 11:30 11 4 15 23:30 2 4 6 11:45 6 31 6 19 12 50 23:45 0 7 5 12 5 19 TOTALS 254 120 374 TOTALS 501 277 778 SPLIT% 67.9% 32.1% 32.5% SPLIT% 64.4% 35.6% 67.5% DAILY TOTALS NB 56 EB WB Total 755 397 0 0 I 1,152 AM Peak Hour 07:30 07:30 07:30 PM Peak Hour 13:45 14:15 14:00 AM Pk Volume 78 34 112 PM Pk Volume 76 40 105 Pk Hr Factor 0.609 0.500 0.571 Pk Hr Factor 0.704 0.909 0.691 7-9 Volume 106 47 153 4-6 Volume 101 48 149 7-9 Peak Hour 07:30 07:30 07:30 4-6 Peak Hour 16:45 16:45 16:45 7-9 Pk Volume 78 34 112 4-6 Pk Volume 59 28 87 Pk Hr Factor 0.609 0.500 0.571 Pk Hr Factor 0.922 0.778 0.870 (t)3 CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 48 of 104 Oet AD mall Inure Amer:,4 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 12. ADT Counts: Hellman Avenue Between New Avenue&Jackson Avenue WEEKDAY Prepared by NDS/ATD VOLUME Hellman Ave Bet.New Ave&Jackson Ave Day:Thursday City:Rosemead Date:9/20/2018 Project 8:CA18_5589_004 DAILY TOTALS NB SB I EB we I Total 0 0 4,515 4,457 8,972 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 14 9 23 12:00 50 46 96 00:15 11 6 17 12:15 57 55 112 00:30 5 11 16 12:30 44 52 96 00:45 7 r 37 7 33 r 14 70 12:45 48 199 57 210 '105 409 01:00 6 3 9 13:00 60 67 127 01:15 3 8 11 13:15 81 49 130 01:30 9 3 12 13:30 65 50 115 01:45 4 '22 3 17 r 7 39 13:45 80 286 56 222 '136 508 02:00 2 1 3 14:00 98 52 150 02:15 2 2 4 14:15 86 56 142 02:30 5 4 9 14:30 66 75 141 02:45 1 '10 4 11 ' 5 21 14:45 88 338 82 265 '170 603 03:00 3 4 7 15:00 95 48 143 03:15 6 2 8 15:15 101 64 165 03:30 2 4 6 15:30 98 61 159 03:45 3 '14 6 16 r 9 30 15:45 102 396 44 217 "146 613 04:00 3 2 5 16:00 79 61 140 04:15 3 6 -9 16:15 83 66 149 04:30 3 8 11 16:30 82 63 145 04:45 6 15 12 28 18 43 16:45 90 334 61 251 151 585 05:00 4 11 15 17:00 100 62 162 05:15 4 11 15 17:15 128 78 206 05:30 8 17 25 17:30 130 72 202 05:45 7 23 21 60 28 83 17:45 119 477 81 293 200 770 06:00 9 24 33 18:00 98 89 187 06:15 11 30 41 18:15 104 86 190 06:30 20 64 84 18:30 111 77 188 06:45 18 58 59 177 77 235 18:45 100 413 69 321 169 734 07:00 21 77 98 19:00 95 55 150 07:15 35 136 171 19:15 67 62 129 07:30 49 127 176 19:30 59 49 108 07:45 79 184 106 446 185 630 19:45 43 264 32 198 75 462 08:00 84 116 200 20:00 53 43 96 08:15 74 112 186 20:15 44 33 77 08:30 53 100 153 20:30 41 41 82 08:45 49 260 105 433 154 693 20:45 47 185 34 151 81 336 09:00 56 94 150 21:00 40 40 80 09:15 46 84 130 21:15 43 38 81 09:30 66 77 143 21:30 49 33 82 09:45 40 208 72 327 112 535 21:45 39 171 44 155 83 326 10:00 50 62 112 22:00 34 37 71 10:15 53 60 113 22:15 38 22 60 10:30 50 57 107 22:30 30 22 52 10:45 48 201 50 229 98 430 22:45 34 136 23 104 57 240 11:00 47 54 101 23:00 23 8 31 11:15 49 60 109 23:15 21 14 35 11:30 41 59 100 23:30 24 15 39 11:45 59 196 58 231 117 427 23:45 20 88 25 62 45 150 TOTALS 1228 2008 3236 TOTALS 3287 2449 5736 SPLIT% 37.9% 62.1% 36.1% SPLIT% 57.3% 42.7% 63.9% DAILY TOTALS NB SB I EB WB Total 0 0 4,515 4,457 8,972 AM Peak Hour 07:45 07:15 07:30 PM Peak Hour 17:00 17:45 17:15 AM Pk Volume 290 485 747 PM Pk Volume 477 333 795 Pk Hr Factor 0.863 0.892 0.934 Pk Hr Factor 0.917 0.935 0.965 7-9 Volume 444 879 1323 4-6 Volume 811 544 1355 7-9 Peak Hour 07:45 07:15 07:30 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 290 485 747 4-6 Pk Volume 477 293 770 Pk Hr Factor 0.863 0.892 0.934 Pk Hr Factor 0.917 0.904 0.934 el CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 49 of 104 idelt AD all l,evn Arneri,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 13. ADT Counts: Hellman Avenue Between Jackson Avenue& Del Mar Avenue WEEKDAY Prepared by N15/A70 VOLUME Hellman Ave Bet.Jackson Ave&Del Mar Ave Day:Thursday City:Rosemead Date:9/20/2018 Project 8:CA18_5589_005 DAILY TOTALS NB 58 I EB WB I Total 0 0 4,967 4,509 9,476 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 15 18 33 12:00 47 41 88 00:15 9 17 26 12:15 61 72 133 00:30 5 12 17 12:30 56 49 105 00:45 6 r 35 6 53 r 12 88 12:45 55 219 61 223 r116 442 01:00 6 6 12 13:00 65 55 120 01:15 4 6 10 13:15 84 54 138 01:30 6 5 11 13:30 75 50 125 01:45 4 r 20 6 23 r 10 43 13:45 79 303 60 219 r139 522 02:00 5 2 7 14:00 97 55 152 02:15 2 5 7 14:15 91 66 157 02:30 5 4 9 14:30 79 78 157 02:45 0 r 12 4 15 r 4 27 14:45 97 364 64 263 '161 627 03:00 3 5 8 15:00 106 49 155 03:15 5 0 5 15:15 111 73 184 03:30 4 4 8 15:30 100 61 161 03:45 4 r 16 4 13 r 8 29 15:45 108 425 48 231 '156 656 04:00 4 1 5 16:00 76 56 132 04:15 4 3 7 16:15 84 77 161 04:30 4 5 9 16:30 96 73 169 04:45 6 18 5 14 11 32 16:45 97 353 58 264 155 617 05:00 7 6 13 17:00 102 75 177 05:15 13 7 20 17:15 105 79 184 05:30 12 8 20 17:30 125 57 182 05:45 11 43 16 37 27 80 17:45 113 445 98 309 211 754 06:00 9 13 22 18:00 109 98 207 06:15 18 23 41 18:15 111 88 199 06:30 30 48 78 18:30 114 79 193 06:45 34 91 55 139 89 230 18:45 95 429 77 342 172 771 07:00 30 70 100 19:00 101 67 168 07:15 47 113 160 19:15 82 64 146 07:30 62 104 166 19:30 67 54 121 07:45 92 231 83 370 175 601 19:45 61 311 49 234 110 545 08:00 89 109 198 20:00 60 53 113 08:15 112 88 200 20:15 53 43 96 08:30 74 103 177 20:30 39 46 85 08:45 73 348 96 396 169 744 20:45 49 201 64 206 113 407 09:00 65 88 153 21:00 48 48 96 09:15 62 72 134 21:15 45 60 105 09:30 71 60 131 21:30 49 48 97 09:45 55 253 62 282 117 535 21:45 37 179 51 207 88 386 10:00 66 60 126 22:00 32 48 80 10:15 68 62 130 22:15 31 27 58 10:30 52 54 106 22:30 28 39 67 10:45 54 240 51 227 105 467 22:45 34 125 27 141 61 266 11:00 63 48 111 23:00 26 14 40 11:15 54 53 107 23:15 22 20 42 11:30 48 59 107 23:30 23 19 42 11:45 57 222 64 224 121 446 23:45 13 84 24 77 37 161 TOTALS 1529 1793 3322 TOTALS 3438 2716 6154 SPLIT% 46.0% 54.0% 35.1% SPLIT% 55.9% 44.1% 64.9% DAILY TOTALS NB 56 I EB WB Total 0 0 4,967 4,509 9,476 AM Peak Hour 07:45 07:15 07:45 PM Peak Hour 17:30 17:45 17:45 AM Pk Volume 367 409 750 PM Pk Volume 458 363 810 Pk Hr Factor 0.819 0.905 0.938 Pk Hr Factor 0.916 0.926 0.960 7-9 Volume 579 766 1345 4-6 Volume 798 573 1371 7-9 Peak Hour 07:45 07:15 07:45 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 367 409 750 4-6 Pk Volume 445 309 754 Pk Hr Factor 0.819 0.905 0.938 Pk Hr Factor 0.890 0.788 0.893 CITY OF ROSEMEAD is. Prepared By:Transtech Engineers,Inc. I Page 50 of 104 i OSE EAD imi. ....Sm.JI Iunn.Lrrii a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 14. ADT Counts: Del Mar Avenue N/O Emerson Place WEEKDAY Prepared by NDS/ATD VOLUME Del Mar Ave N/O Emerson PI Day:Thursday City:Rosemead Date:9/20/2018 Project 8:CA18_5589_013 DAILY TOTALS NB SB I EB WB Total 12,313 11,717 0 0 24,030 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 26 49 75 12:00 164 178 342 00:15 27 26 53 12:15 144 146 290 00:30 20 24 44 12:30 137 162 299 00:45 20 93 29 128 r 49 221 12:45 182 627 164 650 r346 1277 01:00 10 30 40 13:00 183 142 325 01:15 13 12 25 13:15 159 169 328 01:30 16 16 32 13:30 178 153 331 01:45 3 42 13 71 r 16 113 _ 13:45 173 693 172 636 r345 1329 02:00 12 13 25 14:00 167 159 326 02:15 7 19 26 14:15 166 187 353 02:30 8 8 16 14:30 211 194 405 02:45 8 35 16 56 r 24 91 14:45 210 754 190 730 r400 1484 03:00 2 10 12 15:00 225 193 418 03:15 7 5 12 15:15 185 222 407 03:30 10 9 19 15:30 176 209 385 03:45 9 28 9 33 r 18 61 15:45 176 762 220 844 r396 1606 04:00 17 15 32 16:00 199 211 410 04:15 17 13 30 16:15 187 225 412 04:30 24 12 36 16:30 178 233 411 04:45 32 90 13 53 45 143 16:45 170 734 250 919 420 1653 05:00 20 25 45 17:00 233 243 476 05:15 39 25 64 17:15 232 268 500 05:30 58 27 85 17:30 248 274 522 05:45 72 189 29 106 101 295 17:45 260 973 265 1050 525 2023 06:00 85 38 123 18:00 260 234 494 06:15 93 36 129 18:15 268 273 541 06:30 137 54 191 18:30 212 244 456 06:45 116 431 55 183 171 614 18:45 185 925 204 955 389 1880 07:00 189 59 248 19:00 151 162 313 07:15 241 103 344 19:15 161 183 344 07:30 303 169 472 19:30 147 179 326 07:45 286 1019 239 570 525 1589 19:45 140 599 158 682 298 1281 08:00 269 209 478 20:00 122 144 266 08:15 256 181 437 20:15 104 132 236 08:30 208 156 364 20:30 122 141 263 08:45 212 945 139 685 351 1630 20:45 135 483 128 545 263 1028 09:00 196 160 356 21:00 130 119 249 09:15 166 159 325 21:15 119 111 230 09:30 199 129 328 21:30 90 139 229 09:45 198 759 135 583 333 1342 21:45 86 425 113 482 199 907 10:00 171 123 294 22:00 89 94 183 10:15 161 131 292 22:15 58 100 158 10:30 151 154 305 22:30 66 99 165 10:45 143 626 144 552 287 1178 22:45 62 275 91 384 153 659 11:00 140 141 281 23:00 60 63 123 11:15 141 159 300 23:15 37 67 104 11:30 186 147 333 23:30 35 67 102 11:45 181 648 135 582 316 1230 23:45 26 158 41 238 67 396 TOTALS 4905 3602 8507 TOTALS 7408 8115 15523 SPLIT% 57.7% 42.3% 35.4% SPLIT% 47.7% 52.3% 64.6% DAILY TOTALS NB SB I EB WB I Total 12,313 11,717 0 0 24,030 AM Peak Hour 07:30 07:30 07:30 PM Peak Hour 17:30 17:00 17:30 AM Pk Volume 1114 798 1912 PM Pk Volume 1036 1050 2082 Pk Hr Factor 0.919 0.835 0.910 Pk Hr Factor 0.966 0.958 0.962 7-9 Volume 1964 1255 3219 4-6 Volume 1707 1969 3676 7-9 Peak Hour 07:30 07:30 07:30 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 1114 798 1912 4-6 Pk Volume 973 1050 2023 Pk Hr Factor 0.919 0.835 0.910 Pk Hr Factor 0.936 0.958 0.963 1414,1-,-'3 CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 51 of 104 OSE EAD Ion.,::',man Imru Anwri:a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 15. Peak Hour Counts at Jackson Avenue and Hellman Avenue WEEKDAY(7:OOAM-9:OOAM) AM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: HELLMAN AVE TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 07:00-07:15 5 2 5 4 1 4 21 2 25 4 3 68 5 107 2 1 1 07:15-07:30 12 1 12 7 2 17 51 1 33 9 3 89 9 144 1 07:30-07:45 20 2 17 4 3 14 60 3 44 10 13 93 5 168 1 1 1 07:45-08:00 13 3 14 6 8 9 53 2 54 20 15 66 3 160 1 2 2 08:00-08:15 17 5 20 4 5 20 71 5 80 9 11 88 5 198 3 1 1 2 08:15-08:30 13 8 19 4 1 8 53 3 71 8 7 87 5 181 1 1 08:30-08:45 14 4 11 2 4 7 42 2 50 4 3 87 3 149 1 2 08:45-09:00 6 3 10 5( 2 7 33 1 59 6 6 96 1 169 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 07:00-07:15 0 0 07:15-07:30 0 0 1 4 3 07:30-07:45 0 0 2 2 2 2 07:45-08:00 0 0 2 5 08:00-08:15 0 0 1 3 08:15-08:30 0 0 08:30-08:45 0 _ 0 08:45-09:00 0 1 0 BIKE COUNT _ __ NL SL EL WL - 07:00-07:15 0 0 07:15-07:30 0 0 1 07:30-07:45 0 0 7 07:45-08:00 0 0 2 08:00-08:15 0 0 08:15-08:30 0 0 1 08:30-08:45 0 0 2 08:45-09:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 51 17 18 r 51 . 17 18 SR ST SL SR ST SL 13 EL WR 18 13 EL WR r 18 249 ET 07:30-08:30 WT 334 " 249 ET TOTAL PCE WT ' 334 47 ER CARS WL 46 r 47 ER ALL VEHICLES WITH PCE WL r 46 NL NT NR I NL NT NR 63 18 70 63 18 70 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 0 0 0 SR ST SL SR ST SL O EL WR 0 0 EL WR 0 O ET 07:00-08:00 WT 0 0 ET 07:00-08:00 WT 0 O ER WL 0 0 ER PCE 3 AXLE TRUCKS WL 0 NL NT NR NL NT NR O 0 0 0 0 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 0 0 0 SR ST SL SR ST SL O EL WR 0 0 EL WR 0 O ET 07:00-08:00 WT 0 0 ET 07:00-08:00 WT 0 O ER WL 0 0 ER WL 0 NL NT NR NL NT NR O 0 0 0 0 0 f CITY OF ROSEMEAD I,,r Prepared By:Transtech Engineers,Inc. I Page 52 of 104 OSE EA 4u1.n',,Small,„„to Anmrii d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 16. Peak Hour Counts at Jackson Avenue and Hellman Avenue WEEKDAY(1:OOPM-3:OOPM) AFT PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: HELLMAN AVE TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 8 2 8 4 1 7 30 1 56 2 5 54 1 119 1 13:15-13:30 10 2 2 2 2 4 22 1 79 6 9 43 3 141 2 1 1 13:30-13:45 9 3 8 1 3 4 28 2 59 7 6 40 5 119 13:45-14:00 7 2 10 3 2 24 4 73 6 15 47 1 146 1 1 14:00-14:15 4 5 8 1 4 6 28 2 65 9 11 35 1 123 2 1 1 14:15-14:30 10 4 11 4 3 7 39 4 68 7 10 48 2 139 1 4 3 14:30-14:45 10 8 18 3 3 5 47 3 46 6 10 63 5 133 4 1 2 14:45-15:00 21 6 24 1 8 60 7 79 7 9 57 1 160 1 2 1 2 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 • 0 0 13:15-13:30 0 0 13:30-13:45 0 0 13:45-14:00 0 0 14:00-14:15 0 0 14:15-14:30 0 0 2 14:30-14:45 0 _. . 0 2 _3 14:45-15:00 0 0 6 9 16 14 BIKE COUNT NL SL EL WL 13:00-13:15 ' 0 0 13:15-13:30 0 0 1 13:30-13:45 0 0 1 13:45-14:00 0 0 14:00-14:15 0 0 _ -- 14:15-14:30 0 0 1 14:30-14:45 0 0 3 14:45-15:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 26 11 8 26 11 8 SR ST SL SR ST SL 16 EL WR 9 16 EL WR 9 258 ET 14:00-15:00 WT 203 258 ET TOTAL PCE WT 203 29 ER CARS WL 40 29 ER ALL VEHICLES WITH PCE WL 40 NL NT NR 1 NL NT NR 45 23 61 45 23 61 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 0 0 0 SR ST SL SR ST SL O EL WR 0 0 EL WR 0 O ET 13:00-14:00 WT 0 0 ET 13:00-14:00 WT 0 O ER WL 0 0 ER PCE 3 AXLE TRUCKS WL 0 NL NT NR NL NT NR O 0 0 0 0 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 0 0 0 SR ST SL SR ST SL 0 EL WR 0 0 EL WR 0 O ET 13:00-14:00 WT 0 0 ET 13:00-14:00 WT 0 O ER WL 0 0 ER WL 0 NL NT NR NL NT NR O 0 0 0 0 0 f CITY OF ROSEMEAD I,, Prepared By:Transtech Engineers,Inc. I Page 53 of 104 SE ADi,„,..ti Smanrnmrit dK2. CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 17. Peak Hour Counts at Jackson Avenue and Hellman Avenue WEEKDAY(4:OOPM-6:OOPM) PM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: HELLMAN AVE TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 16:00-16:15 11 5 13 3 1 3 36 2 72 11 5 53 5 146 1 16:15-16:30 13 6 11 2 1 33 3 70 6 5 58 7 149 2 16:30-16:45 13 3 11 4 3 34 2 85 7 6 57 4 163 16:45-17:00 10 8 2 2 22 2 89 4 6 50 5 156 1 1 2 17:00-17:15 12 1 13 4 3 1 344 92 6 8 61 7 178 1 2 - 17:15-17:30 17 4 22 5 4 5 57 1 113 10 9 69 6 206 2 17:30-17:45 19 5 10 3 3 7 47 8 113 5 5 59 6 196 1 2 17:45-18:00 20 9 14 2 3 2 50 3 102 11 11 78 10 215. 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS I NL SL EL WL 16:00-16:15' 0 0 1 1 16:15-16:30 0 0 2 1 16:30-16:45 0 0 1 16:45-17:00 0 0 2 1 17:00-17:15 0 0 17:15-17:30 0 0 2 17:30-17:45 0 0 17:45-18:00 0 0 BIKE COUNT NL SL EL WL 16:00-16:15 0 0 1 16:15-16:30 0 0 1 16:30-16:45 0 0 1 16:45-17:00 0 0 17:00-17:15 0 0 3 17:15-17:30 0 0 17:30-17:45 0 0 1 17:45-18:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-PM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE PM 15 13 14 ' 15 ' 13 ' 14 SR ST SL SR ST SL 16 EL WR 29 16 EL WR ' 29 420 ET 17:00-18:00 WT 267 ' 420 ET TOTAL PCE WT ' 267 32 ER CARS WL 33 ' 32 ER ALL VEHICLES PCE WL ' 33 NL NT NR NL NT NR 68 19 59 ' 68 ' 19 ' 59 CALCULATED PEAK HOUR VOLUMES-TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 ' 0 ' 0 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR ' 0 O ET 16:00-17:00 WT 0 ' 0 ET 16:00-17:00 WT 0 O ER WL 0 ' 0 ER PCE 3 AXLE TRUCKS WL 0 NL NT NR NL NT NR O 0 0 0 0 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 ' 0 ' 0 ' 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR ' 0 O ET 16:00-17:00 WT 0 ' 0 ET 16:00-17:00 WT 0 O ER WL 0 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 ' 0 0 ' 0 CITY OF ROSEMEAD I,/r Prepared By:Transtech Engineers,Inc. I Page 54 of 104 J✓ OSE EAD IOd. .,,Ln.dl Town Anent a OSE CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 18. Peak Hour Counts at New Avenue and Emerson Place WEEKDAY(7:OOAM-9:OOAM) AM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18460 DATE: 27-Sep-18 PASSENGER CARS N-S STREET: NEW AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 07:00-07:15 140 1 5 84 6 238 24 3 12 6 5 14 64 1 2 1 07:15-07:30 5 201 1 8 97 13 325 32 15 14 6 16 6 89 1 1 07:30-07:45 10 229 6 17 144 19 425 60 35 34 7 20 29 185 1 4 2 07:45-08:00 5 197 12 16 184 14 428 34 17 22 9 18 13 113 1 5 1 2 08:00-08:15 6 178 8 14 152 18 376 48 18 19 17 17 14 133 4 7 3 1 06:15-08:30 8 209 4 13 126 12 372 24 19 15 12 16 15 101 2 4 2 2 08:30-08:45 8 187 10 7 118 12 342 35 10 14 9 15 22 105 2 3 2 1 08:45-09:00 4 173 3 5 105 8 298 37 10 14 2 15 19 97 2 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 07:00-07:15 0 1 1 0 1 1 2 4 07:15-07:30 2 1 3 0 1 1 2 2 07:30-07:45 2 1 3 0 - 1 3-- 2 07:45-08:00 0 2 2 0 1 1 08:00-08:15 1 0 1 0 2 3 - 08:15-08:30 1 0 1 0 2 1 1 - 08:30-08:45 1 0 1 0 08:45-09:00 1 1 1 3 0 1 BIKE COUNT NL SL EL WL 07:00-07:15 0 0 0 07:15-07:30 0 0 1 07:30-07:45 0 0 6 07:45-08:00 0 0 3 08:00-08:15 0 0 2 08:15-08:30 0 0 2 08:30-08:45 0 0 1 08:45-09:00 0 0 2 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 63 606 60 r 63 ' 616 ' 60 SR ST SL SR ST SL 166 EL WR 71 • 166 EL WR r 71 89 ET 07:30-08:30 WT 71 • 89 ET TOTAL PCE WT r 71 90 ER CARS WL 45 • 90 ER ALL VEHICLES WITH PCE WL r 45 NL NT NR I NL NT NR 29 813 30 r 29 ' 821 ' 30 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 5 0 r 0 r 10 r 0 SR ST SL SR ST SL O EL WR 0 • 0 EL WR r 0 O ET 07:00-08:00 WT 0 • 0 ET 07:00-08:00 WT 0 O ER WL 0 0 ER PCE 3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 4 0 r 0 r 8 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 r 0 r 0 r 0 SR ST SL SR ST SL O EL WR 0 • 0 EL WR • 0 O ET 07:00-08:00 WT 0 - 0 ET 07:00-08:00 WT • 0 O ER WL 0 • 0 ER WL • 0 NL NT NR NL NT NR O 0 0 r 0 • 0 • 0 fri-4.,s...), CITY OF ROSEMEAD oloePrepared By:Transtech Engineers,Inc. l Page 55 of 104 OSE EAD lud.rv',Small lulcn Amrrit a OSE CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 19. Peak Hour Counts at New Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) AFT PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 27-Sep-18 PASSENGER CARS N-S STREET: NEW AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL ' SL EL WL 13:00-13:15 3 113_ 1 8 116 27 26813 13 10 4 15 15 70 1 1 13:15-13:30 2 133 1 18 138 18 310 24 10 21 7 15 9 86 1 1 1 13:30-13:45 10 126 2 8 134 25 305 39 18 8 7 10 8 90 2 1 1 13:45-14:00 5 140 3 10 143 26 327 51 27 37 5 8 10 138 2 2 14:00-14:15 4 120 7 21 161 16 329 36 26 20 3 12 7 104 1 5 1 14:15-14:30 7 107_ 11 25 136 14 300 34 26 23 8 12 4 107 1 2 1 14:30-14:45 6 184 10 21 179 10 410 25 18 17 7 8 9 84 3 4 1 1 14:45-15:00 9 187 5 14 181 24 420 26 11 16 6 13 27 99 3 2 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 1 0 1 0 1 1 13:15-13:30 1 1 2 0 1 13:30-13:45 1 0 1 0 13:45-14:00 0 0 0 0 1 6 14:00-14:15 0 1 1 0 1 4 1 6 14:15-14:30 1 0 1 0 1 1 1 14:30-14:45 0 2 2 0 1 1 1 14:45-15:00 0 0 0 0 7 8 6 4 BIKE COUNT NL SL EL WL 1 13:00-13:15 0 0 1 13:15-13:30 0 0 0 13:30-13:45 0 0 3 13:45-14:00 0 _ 0 1 14:00-14:15 0 0 2 14:15-14:30 0 0 4 14:30-14:45 0 0 2 14:45-15:00 0 0 5 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 64 657 81 64 ' 659 81 SR ST SL SR ST SL 121 EL WR 47 ' 121 EL WR ' 47 81 ET 14:00-15:00 WT 45 ' 81 ET TOTAL PCE WT ' 45 76 ER CARS WL 24 76 ER ALL VEHICLES WITH PCE WL ' 24 NL NT NR 1 NL NT NR 26 598 33 . 26 . 604 ' 33 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 1 0 0 2 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR • 0 O ET 13:00-14:00 WT 0 ' 0 ET 13:00-14:00 WT 0 O ER WL 0 . 0 ER PCE 3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 3 0 0 ' 6 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 0 ' 0 ' 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR r 0 O ET 13:00-14:00 WT 0 ' 0 ET 13:00-14:00 WT ' 0 O ER WL 0 0 ER WL 0 NL NT NR NL NT NR 0 0 0 ' 0 ' 0 0 f CITY OF ROSEMEAD I,/ Prepared By:Transtech Engineers,Inc. I Page 56 of 104 `i OSE EAD lod.rv'�Small lun a Anucri,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 20. Peak Hour Counts at New Avenue and Emerson Place WEEKDAY(4:OOPM-6:OOPM) PM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 27-Sep-18 PASSENGER CARS NS STREET: NEW AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 16:00-16:15 5 129 4 10 120 16 284 26 23 8 9 8 9 83 1 2 16:15-16:30 3 130 9 14 156 20 332 26 26 11 2 10 14 89 3 16:30-16:45 2 113 7 13 196 25 356 25 34 10 5 17 16 107 2 1 2 16:45-17:00 5 152 3 24 157 28 369 22 17 10 6 11 10 76 1 3 17:00-17:15 5 147 4 14 155 18 343 41 21 13 2 12 17 106 1 2 2 1 17:15-17:30 3 175 6 29 187 23 423 25 32 10 6 14 16 103 2 2 1 4 17:30-17:45 8 152 5 30 238 24 457 28 32 15 15 11 12 113 1 1 1 17:45-18:00 9 149 6 33 235 29 461 30 31 16 10 10 13 110 1 2 2 2 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 16:00-16:15 0 0 0 0 16:15-16:30 1 0 1 0 2 1 1 16:30-16:45 0 0 _ 0 0 1 1 1 16:45-17:00 0 0 0 0 1 17:00-17:15 0 0 0 0 1 17:15-17:30 0 1 1 0 1 1 17:30-17:45 0 0 0 0 1 17:45-18:00 0 0 0 0 BIKE COUNT NL SL EL WL 16:00-16:15 0 0 2 16:15-16:30 0 0 2 16:30-16:45 0_ 0 2 16:45-17:00 0 0 1 17:00-17:15 0 0 2 17:15-17:30 0 0 2 - 17:30-17:45 0 0 3 17:45-18:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-PM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE PM 94 815 106 r 94 r 815 r 106 SR ST SL SR ST SL 124 EL WR 58 r 124 EL WR r 58 116 ET 17:00-18:00 WT 47 r 116 ET TOTAL PCE WT r 47 54 ER CARS WL 33 r 54 ER ALL VEHICLES PCE WL r 33 NL NT NR NL NT NR 25 623 21 r 25 r 625 21 CALCULATED PEAK HOUR VOLUMES-TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 0 r 0 r 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 16:00-17:00 WT 0 0 ET 16:00-17:00 WT r 0 0 ER WL 0 r 0 ER PCE 3AXLE TRUCKS WL r 0 NL NT NR NL NT NR O 1 0 r 0 r 2 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 r 0 r 0 r 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 16:00-17:00 WT 0 r 0 ET 16:00-17:00 WT r 0 O ER WL 0 r 0 ER WL r 0 NL NT NR NL NT NR O 0 0 r 0 r 0 r 0 CITY OF ROSEMEAD (44 Prepared By:Transtech Engineers,Inc. I Page 57 of 104 OSE EAD faded..Small horn Ann,ril a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 21. Peak Hour Counts at Jackson Avenue and Garvey Avenue WEEKDAY(7:OOAM-9:OOAM) AM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: GARVEY AVE TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 07:00-07:15 4 10 11 1 1 7 34 8 64 2 8 173 8 263 2 5 5 07:15-07:30 6 9 15 9 7 9 55 6 72 8 8 191 6 291 2 2 3 4 07:30-07:45 8 12 23 14 13 4 74 6 166 9 18 206 9 412 124 9 2 07:45-08:00 20 27 18 21 18 4 108 17 231 18 13 173 12 4645 1 17 8 08:00-08:15 27 22 22 12 16 10 109 8 207 12 16 165 11 4193 4 11 5 08:15-08:30 19 29 22 19 17 10 116 19 168 2 5 177 13 384 7 6 26 9 08:30-08:45 10 10 12 16 11 9 68 14 127 10 10 184 7 352 9 2 9 8 08:45-09:00 9 15 14 16 11 2 67 14 140 6 3 171 11 345 113 12 3 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 07:00-07:15 0 0 3 3 1 1 07:15-07:30 0 1 1 2 1 5 13 3 07:30-07:45 0 1 1 2 5 23 36 5 07:45-08:00 0 0 0 0 7 23 79 20 08:00-08:15 0 01 1 3 3 13 2 08:15-08:30 0 0 2 2 08:30-08:45 _ 0 1 1 2 08:45-09:00 0 0 1 1 BIKE COUNT NL SL EL WL 07:00-07:15 0 0 07:15-07:30 0 0 6 07:30-07:45 0 0 6 07:45-08:00 0 0 5 08:00-08:15 0 0 2 08:15-08:30 0 0 2 08:30-08:45 0 0 4 08:45-09:00 0 0 3 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 28 64 66 r 28 r 64 r 66 SR ST SL SR ST SL 50 EL WR 45 r 50 ELWR C 45 772 ET 07:30-08:30 WT 721 r 776 ET TOTAL PCE WT 731 41 ER CARS WL 50 .. 41 ER ALL VEHICLES WITH PCE WL r 50 NL NT NR I NL NT NR 74 90 85 r 74 r 90 r 85 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 •0 0 0 0 � 0 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR r 0 2 ET 07:00-08:00 WT 5 4 ET 07:00-08:00 WT r 10 O ER WL 0 r 0 ER PCE 3 AXLE TRUCKS WL • 0 NL NT NR NL NT NR O 0 0 C 0 • 0 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 0 0 0 r 0 r 0 r 0 SR ST SL SR ST SL 0 EL WR 0 .. 0 EL WR • 0 0 ET 07:00-08:00 WT 0 0 ET 07:00-08:00 WT • 0 0 ER WL 0 C 0 ER WL C 0 NL NT NR NL NT NR C O 0 00 C 0 C 0 f CITY OF ROSEMEAD iirt Prepared By:Transtech Engineers,Inc. I Page 58 of 104 OSE EAD h„,....,..„Town Amrri,.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 22. Peak Hour Counts at Jackson Avenue and Garvey Avenue WEEKDAY(1:OOPM-3:OOPM) AFT PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: GARVEY AVE TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 9 12 13 6 7 11 58 11 177 6 10 168 12 384 3 7 6 3 13:15-13:30 6 7 8 19 4 9 53 17 197 8 4 191 11 428 6 10 8 7 13:30-13:45 5 6 8 14, 4 12 49 17 209_ 5 11 189 11 442 1 1 3 7 13:45-14:00_ 3 7 11 12 8 11 52 8 197 6 7 166 12 396 9 4 5 9 14:00-14:15 8 9 13 12 11 18 71 23 223 5 16 169 10 446 3 8 7 3 14:15-14:30 4 3 10 19 7 14 57 16 220 11 20 171 13 451 5 3 7 6 14:30-14:45 17 14 8 11 7 4 61 13 247_ 12 15 175 11 473 9 5 5 5 14:45-15:00 15 14 12 18 22 16 97 14 269 6 9 201 9 508 1 10 16 3 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 0 0 2 13:15-13:30 0 0 2 13:30-13:45 0 0 13:45-14:00 S 0 14:00-14:15 0 0 1 14:15-14:30 0 0 2 1 14:30-14:45 0 0 30 50 35 28 14:45-15:00 0 0 23 23, 87 16 BIKE COUNT NL SL EL WL 13:00-13:15 0 0 2 13:15-13:30 0 0 5 13:30-13:45 0 0 1 13:45-14:00 0 0 2 14:00-14:15 0 0 3 14:15-14:30 0 0 2 14:30-14:45 0 0 6 14:45-15:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 52 47 60 ' 52 ' 47 ' 60 SR ST SL SR ST SL 66 EL WR 43 r 66 EL WR ' 43 959 ET 14:00-15:00 WT 716 959 ET TOTAL PCE WT ' 716 34 ER CARS WL 60 ' 34 ER ALL VEHICLES WITH PCE WL ' 60 NL NT NR I NL NT NR 44 40 43 ' 44 ' 40 ' 43 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 0 0 0 0 r 0 SR ST SL SR ST SL O EL WR 0 0 EL WR ' 0 O ET 13:00-14:00 WT 0 ' 0 ET 13:00-14:00 WT ' 0 O ER WL 0 r 0 ER PCE 3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 0 0 0 0 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 ' 0 ' 0 ' 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR ' 0 O ET 13:00-14:00 WT 0 r 0 ET 13:00-14:00 WT r 0 O ER WL 0 r 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 0 0 0 f CITY OF ROSEMEAD I,' Prepared By:Transtech Engineers,Inc. Page 59 of 104 ii 0SE EAD 1nd,n\SI11.111 IUICII AII1Iri,,I CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 23. Peak Hour Counts at Jackson Avenue and Garvey Avenue WEEKDAY(4:OOPM-6:OOPM) PM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: GARVEY AVE TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 16:00-16:15 3 10 12 16 8 6 55 21 200 6 9 158 6 400 2 3 5 1 18:15-16:30 3 5 8 7 5 6 34 14 262 7 13 182 12 490 2 4 2 2 16:30-16:45 7 14 12 13 6 8 60 12 217 6 9 163 9 416 2 5 6 2 16:45-17:00 6 2 10 7 9 8 42 14 227 10 9 211 7 478 5 2 3 2 17:00-17:15 6 17 16 19 18 15 91 23 240 9 9 163 11 455 2 5 5 7 17:15-17:30 3 16 19 11 14 8 71 24 286 4 14 229 19 576 1 11 5 3 17:30-17:45 6 19 14 19 14 9 81 16 237 8 15 193 19 488 4 4 8 3 17:45-18:00 8 11 9 7 18 6 59 8 221 4 19 189 17 458 3 7 3 3 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 16:00-16:15 0 0 4 7 6 2 16:15-16:30 0 0 2 1 - 16:30-16:45 0 0 1 1 16:45-17:00 0 0 17:00-17:15 0 0 2 2 1 17:15-17:30 0 0 1 2 1 17:30-17:45 0 0 2 1 17:45-18:00 0 0 3 2 2 BIKE COUNT NL SL EL WL 16:00-16:15 0 0 3 16:15-16:30 0 0 3 16:30-16:45 0 0 2 16:45-17:00 0 0 17:00-1715 0 0 6 17:15-17:30 0 0 4 17:30-17:45 0 0 4 17:45-18:00 0 0 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-PM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE PM 40 55 56 • 40 • 55 • 56 SR ST SL SR ST SL 77 EL WR 56 • 77 EL WR r 56 990 ET 16:45-17:45 WT 796 • 990 ET TOTAL PCE WT 796 31 ER CARS WL 47 r 31 ER ALL VEHICLES PCE WL • 47 NL NT NR NL NT NR 21 54 59 r 21 r 54 r 59 CALCULATED PEAK HOUR VOLUMES-TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 • 0 � 0 0 SR ST SL SR ST SL O EL WR 0 ▪ 0 EL WR ' 0 O ET 16:00-17:00 WT 0 r 0 ET 16:00-17:00 WT • 0 O ER WL 0 r 0 ER PCE 3 AXLE TRUCKS WL r 0 NL NT NR NL NT NR O 0 0 r 0 r 0 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 • 0 0 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 16:00-17:00 WT 0 • 0 ET 16:00-17:00 WT r 0 O ER WL 0 • 0 ER WL r 0 NL NT NR NL NT NR O 0 0 • 0 0 r 0 CITY OF ROSEMEAD /02,,oli? Prepared By:Transtech Engineers,Inc. Page 60 of 104 OSE EAD h„,....,,,,,,.,„Town Amuri,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 24. Peak Hour Counts at Del Mar Avenue and Emerson Place WEEKDAY(7:OOAM-9:OOAM) AM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS NS STREET: DEL MAR AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU 1 RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 07:00-07:15 19 152 2 4 63 7 247 5 5 7 1 6 7 31 5 1 07:15-07:30 17 236 3 1 97 11 365 14 8 17 5 7 4 55 6 2 2 07:30-07:45 22 285 4 6 136 13 466 24 9_ 17 7 19 8 84 3 2 2 1 07:45-08:00 5 210 5 4 206 18 448 31 17 25 12 20 7 112 9 4 1 6 08:00-08:15 11 184_ 3 10 170 17 395 31 18 18 12 17 15 111 1 4 3 3 08:15-08:30 14 203 9 18 133 32 409 18 18 10 8 16 3 73 7 5 3 08:30-08:45 13 157 4 6 122 15 317 19 8 12 9 14 6 68 5 5 1 2 08:45-09:00 8 186 6 4 121 13 338 16 17 14 7 11 10 75 1 2 2 3 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 07:00-07.15 1 1 0 1 1 07:15-07:30 1 1 0 2 3 07:30-07:45 1 1 0 3 2 07:45-08:00 _ 1 1 - 0 4 2 5 08:00-08:15 1 1 _ - 0 4 3 08:15-08:30 0 0 - 08:30-08:45 0 0 - 08:45-09:00 0 0 BIKE COUNT NL SL EL WL 07:00-07:15 0 0 07:15-07:30 0 0 1 07:30-07:45 0 0 1 07:45-08:00 0 0 2 08:00-08:15 0 0 3 08:15-08:30 0 0 1 08:30-08:45 0 0 08:45-09:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 80 645 38 • 80 • 649 • 38 SR ST SL SR ST SL 104 EL WR 33 104 EL WR • 33 62 ET 07:30-08:30 WT 72 r 62 ET TOTAL PCE WT ' 72 70 ER CARS WL 39 • 70 ER ALL VEHICLES WITH PCE WL ' 39 NL NT NR 1 NL NT NR 52 882 21 • 52 ' 886 ' 21 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 2 0 0 4 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 07:00-08:00 WT 0 0 ET 07:00-08:00 WT 0 O ER WL 0 r 0 ER PCE3 AXLE TRUCKS WL r 0 NL NT NR NL NT NR O 2 0 • 0 ' 4 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 0 r 0 r 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR ' 0 O ET 07:00-08:00 WT 0 r 0 ET 07:00-08:00 WT r 0 O ER WL 0 0 ER WL r 0 NL NT NR NL NT NR O 0 0 • 0 ' 0 ' 0 fl CITY OF ROSEMEAD I,(oolot Prepared By:Transtech Engineers,Inc. l Page 61 of 104 OSE EAD h„,.....,„„.,„u !own Aeu•ri,J CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 25. Peak Hour Counts at Del Mar Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) AFT PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: _ 18480. DATE: 25-Sep-18 PASSENGER CARS NS STREET: DEL MAR AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 12 141 14 3 149 8 327 18 17 11 5 8 4 63 1 2 13:15-13:30 11 123 12 7 135 19 307 15 10 15 5 10 6 61 4 1 1 13:30-13:45 13 140 6 7 132 17 315 22 14 12 4 7 5 64 2 1 1 13:45-14:00 4 139 7 9 149 20 328 16 11 12 6 16 7 68 1 2 14:00-14:15 12 148 6 5 154 27 352 22 12 7 7 6 4 58 3 14:15-14:30 11 123 8 3 153 18 316 18 20 6 6 17 3 70 3 14:30-14:45 11 134 4 7 149 22 327 29 19 6 7 13 4 78 1 14:45-15:00 6 153 7 12 162 21 361 2632 9 4 10 3 84 2 3 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 l_. 1 1 2 0 1 9 5 13 13:15-13:30 1 1 0 13:30-13:45 1 1 2 0 13:45-14:00 1 1 2 0 14:00-14:15 1 1 2 0 14:15-14:30 1 1 0 14:30-14:45 1 1 0 14:45-15:00 0 0 7 9 1 BIKE COUNT NL SL EL WL 13:00-13:15 0 0 2 13:15-13:30 0 0 1 13:30-13:45 0 0 2 13:45-14:00 0 0 1 14:00-14:15 0 0 5 - - - 14:15-14:30 0 --- 0 3 14:30-14:45 0 0 1 14:45-15:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 88 618 27 88 r 626 r 27 SR ST SL SR ST SL 95 EL WR 14 r 95 EL WR r 14 83 ET 14:00-15:00 WT 46 r 83 ET TOTAL PCE WT r 46 28 ER CARS WL 24 r 28 ER ALL VEHICLES WITH PCE WL r 24 NL NT NR I NL NT NR 40 558 25 • 40 r 564 r 25 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 4 0 F 0 8 r 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR 0 O ET 13:00-14:00 WT 0 r 0 ET 13:00-14:00 WT • 0 O ER WL 0 r 0 ER PCE3 AXLE TRUCKS WL • 0 NL NT NR NL NT NR O 3 0 r 0 r 6 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 r 0 r 0 r 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 13:00-14:00 WT 0 r 0 ET 13:00-14:00 WT 0 O ER WL 0 r 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 r 0 r 0 r 0 f CITY OF ROSEMEAD I, Prepared By:Transtech Engineers,Inc. I Page 62 of 104 OSE EAD IIHIa1'.,Small low)Ann rP a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 26. Peak Hour Counts at Del Mar Avenue and Emerson Place WEEKDAY(4:OOPM-6:OOPM) PM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS N-S STREET: DLL MAR AVE E-W STREET: EMERSON PE TIME NORTHBOUND SOUTHBOUND N-S EASTBOUND WESTBOUND E-W ADULT PED COUNT LEFT THE RIGHT LEFT THRU RIGHT TOTAL LETT TI-RU RIGHT LEFT TI-RU RIGHT TOTAL FL SL EL WL 16:00-16:15 11 134 8 3 165 22 343 13 27 14 1 13 6 74 2 18:15-16:30 7 152 6 9 212 25 411 14 18 8 5 11 6 62 1 16:30-16:45 7 172 5 13 181 21 399 17 16 13 3 6 3 581 1 16:45-17:00 12 167 3 8 197 22 409 18 23 22 6 9 10 88 2 1 1 17:00-17:15 12 22 3 12 184 19 252 20 24 18 1 10 15 88 2 1 5 3 17:15-17:30 18 212 7 14 209 28 488 19 21 19 3 17 13 92 1 1 17:30-17:45 25 226 17 8 217 22 515 25 31 11 6 20 6 99 5 1 17:45-18:00 23 211 5 8 189 27 463 20 17 21 11 13 11 93 4 SCHOOL AGE PEG COUNT 3+AXLE TRUCKS NL SL EL WL 16:00-16:15 1 2 3 0 16:15-16:30 0 0 1 2 16:30-16:45 0 0 4 16:45-17:00 0 0 6 1 - 17:00-17:15 0 0 17:15-17:30 0 0 2 3 1 17:30-17:45 0 0 1 17:45-18:00 0 0 2 BIKE COUNT NL EL EL WL 16:00-16:15 0 0 2 18:15-16:30 0 0 1 16:30-16:45 0 0 2 16:45-17:00 0 0 1 17:00-17:15 0 0 5 17:15-17:30 0 0 3 17:30-17:45 0 0 1 17:45-18:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-PM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE PM 96 799 42 98 803 42 SR ST SI SR ST SL 84 EL WR 45 r 84 EL WR r 45 93 ET 17:00-18:00 WT 60 r 93 ET TOTAL PCE WT r 60 69 ER CARS WL 21 69 ER ALL VEHICLES PCE WI r 21 NL NT NR NL NT NR 78 671 32 . 78 t 673 ' 32 CALCULATED PEAK HOUR VOLUMES-TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 2 0 ' 0 r 4 r 0 SR ST EL SR Sr SL O EL WR 0 r 0 EL WR r 0 O ET 16:00-17:00 WT 0 r 0 ET 18:00-17:00 WT r 0 O ER WL 0 0 ER PCE 3 AXLE TRUCKS WL 0 NL NT NR NL NT NR O 1 0 0 2 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HDU2 VOLUMES AFTER PCE OF 30 O 0 0 ' 0 0 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 16:00-17:00 WT 0 0 ET 16:00-17:00 WT r 0 O ER WL 0 0 ER WL 0 NL NT NR NL NT NR O 0 0 r 0 0 � 0 CITY OF ROSEMEAD 1 Prepared By:Transtech Engineers,Inc. I Page 63 of 104 OSE EAD IDdJc I tiIIl,I tom'In.ri,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 27. Peak Hour Counts at Prospect Avenue and Emerson Place WEEKDAY(7:OOAM-9:OOAM) AM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 27-Sep-18 PASSENGER CARS N-S STREET: PROSPECT AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 07:00-07:15 5 1 6 2 9 24 1 36 2 1 07:15-07:30 10 2 12 19 29 2 50 2 1 07:30-07:45 9 12 21 7 42 41 4 94 4 6 07:45-08:00 19 6 25 3 30 37 4 74 3 18 08:00-0815 12 5 17 6 15 23 16 60 21 40 08:15-08:30 11 6 17 3 28 41 9 81 6 22 08:30-08:45 2 1 3 2 25 28 2 57 5 5 08:45-09:00 3 2 5 I 1 19 40 1 61 3 5 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 07:00-07:15 0 0 07:15-07:30 0 0 4 07:30-07:45 0 0 7 16 07:45-08:00 0 0 9 45 08:00-08:15 0 0 33 59 08:15-08:30 0 0 2 16 08:30-08:45 0 0 08:45-09:00 0 0 BIKE COUNT NL SL EL WL 07:00-07:15 0 0 07:15-07:30 0 0 5 07:30-07:45 0 0 2 07:45-08:00 0 0 08:00-08:15 0 0 08:15-08:30 0 0 08:30-08:45 0 0 1 08:45-09:00 0 0 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 29 0 51 29 0 51 SR ST SL SR ST SL 19 EL WR 33 ' 19 EL WR ' 33 115 ET 07:30-08:30 WT 142 ' 115 ET TOTAL PCE WT ' 142 O ER CARS WL 0 0 ER ALL VEHICLES WITH PCE WL ' 0 NL NT NR I NL NT NR 0 0 0 0 0 0 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 0 0 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR ' 0 O ET 07:00-08:00 WT 0 ' 0 ET 07:00-08:00 WT ' 0 O ER WL 0 ' 0 ER PCE 3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 0 0 ' 0 ' 0 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 ' 0 - 0 ' 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR 0 O ET 07:00-08:00 WT 0 - 0 ET 07:00-08:00 WT ' 0 O ER WL 0 . 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 ' 0 0 ' 0 CITY OF ROSEMEAD ChiPrepared By:Transtech Engineers, Inc. I Page 64 of 104 Chtr>, EAD ,,,,.,Small Turn Anmrii a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 28. Peak Hour Counts at Prospect Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) AFT PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 27Se9-18 PASSENGER CARS NS STREET: PROSPECT AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 1 1 2 27 27 4 60 2 13:15-13:30 5 5 2 28 27 57 1 4 13:30-13:45 1 1 2 2 28 20 2 52 1 1 13:45-14:00 5 1 6 1 34 28 1 64 3 14:00-14:15 2 2 3 49 27 2 81 1 14:15-14:30 3 2 5 5 46 23 6 80 1 4 14:30-14:45 1 11 12 4 34 17 4 59 6 46 14:45-15:00 8 3 11 1 38 26 8 73 2 14 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 - 0 0 13:15-13:30 0 - 0 13:30-13:45 0 0 13:45-14:00 0 0 14:00-14:15 0 0 14:15-14:30 0 0 14:30-14:45 0 0 7 54 14:45-15:00 0 0 9 37 BIKE COUNT NL SL EL WL 13:00-13:15 0 0 13:15-13:30 _ 0 0 13:30-13:45 0 0 - 13:45-14:00 0 0 - 14:00-14:15 0 0 - 14:15-14:30 0 _ 0 14:30-14:45 0 0 3 14:45-15:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 16 0 14 16 0 ' 14 SR ST SL SR ST SL 13 EL WR 20 r 13 EL WR ' 20 167 ET 14:00-15:00 WT 93 • 167 ET TOTAL PCE WT ' 93 O ER CARS WL 0 0 ER ALL VEHICLES WITH PCE WL ' 0 NL NT NR 1 NL NT NR 0 0 0 ' 0 ' 0 " 0 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 ' 0 0 , 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR 0 O ET 13:00-14:00 WT 0 ' 0 ET 13:00-14:00 WT ' 0 O ER WL 0 ' 0 ER PCE 3AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 0 0 ' 0 ' 0 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 ' 0 ' 0 ' 0 SR ST SL SR ST SL O EL WR 0 • 0 EL WR r 0 O ET 13:00-14:00 WT 0 0 ET 13:00-14:00 WT ' 0 O ER WL 0 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 ' 0 ' 0 • 0 CITY OF ROSEMEAD 142 4 olot Prepared By:Transtech Engineers,Inc. I Page 65 of 104 cOSE EAD h„,.„.,timJll Intra Ann,ri,.i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 29. Peak Hour Counts at Prospect Avenue and Emerson Place WEEKDAY(4:OOPM-6:OOPM) PM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 27-Sep-18 PASSENGER CARS NS STREET: PROSPECT AVE E-W STREET: EMERSON PL TIME NORTHBOUND SOUTHBOUND N-S EASTBOUND WESTBOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 16:00-16:15 2 2 38 28 2 68 2 16:15-16:30 6 6 3 34 18 5 60 1 1 16:30-16:45 0 3 52 36 2 93 1 16:45-17:00 2 6 8 43 20 6 69 1 4 17:00-17:15 1 2 3 1 36 29 5 71 6 2 17:15-17:30 6 6 1 55 31 8 95 8 16 17:30-17:45 4 2 6 3 57 41 2 103 2 22 17:45-18:00 2 7 9 2 51 28 3 84 8 20 SCHOOL AGE PED COUNT 3+AXLE TRUCKS I NL SL EL WL 16:00-16:15 0 0 1 16:15-16:30 0 0 16:30-16:45 0 _ 0 1 16:45-17:00 00 17:00-17:15 0 - - 0 2 17:15-17:30 0 0 1 4 17:30-17:450 0 5 14 - 17:45-18:00 0 0 10 29 BIKE COUNT NL SL EL WL 16:00-16:15 0 0 16:15-16:30 0 0 - 16:30-16:45 0 0 16:45-17:00 0 0 - 17:00-17:15 0 _ 0 1 17:15-17:30 0 0 2 17:30-17:45 0 0 1 17:45-18:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-PM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE PM 11 0 13 11 ' 0 r 13 SR ST SL SR ST SL 7 EL WR 18 • 7 EL WR 18 199 ET 17:00-18:00 WT 129 ' 199 ET TOTAL PCE WT ' 129 O ER CARS WL 0 0 ER ALL VEHICLES PCE WL r 0 NL NT NR NL NT NR O 0 0 ' 0 r 0 0 CALCULATED PEAK HOUR VOLUMES-TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 0 0 ' 0 ' 0 ' 0 SR ST SL SR ST SL 0 EL WR 0 ' 0 EL WR ' 0 O ET 16:00-17:00 WT 0 • 0 ET 16:00-17:00 WT ' 0 O ER WL 0 • 0 ER PCE3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 0 0 0 0 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 r 0 r 0 0 SR ST SL SR ST SL O EL WR 0 • 0 EL WR r 0 O ET 16:00-17:00 WT 0 ' 0 ET 16:00-17:00 WT 0 O ER WL 0 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 ' 0 ' 0 ' 0 f CITY OF ROSEMEAD /,( Prepared By:Transtech Engineers,Inc. I Page 66 of 104 it* OSE EAD 1.1,1v.,,.„.,„!own Anu-ril.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 30. Peak Hour Counts at Jackson Avenue and Emerson Place WEEKDAY(7:OOAM-9:00AM) AM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSISPROJECT NO: 18480 - - DATE: 25-Sep-18 PASSENGER CARS NS STREET: JACKSON AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 07:00-07:15 4 10 3 2 11 30 2 11 2 4 18 3 40 2 3 1 07:15-07:30 5 19 11 2 8 451 15 5 13 32 4 70 5 6 4 4 07:30-07:45 12 21 18 2 16 2 71 4 24 10 16 32 4 90 6 5 6 11 07:45-08:00 18 14 12 4 23 4 75 5 24 18 13 23 4 87 2 10 4 8 08:00-08:15 11 13 15 3 14 1 57 8 27 14 16 31 4 98 13 18 9 18 08:15-08:30 9 15 15 3 8 508 18 26 16 35 7 110 6 7 2 10 08:30-08:45 10 12 12 1 7 4 464 17 8 10 18 1 58 2 4 5 2 08:45-09:00 3 14 9 2 10 38 18 4 6 19 4 49 5 2 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 07:00-07:15 00 1 4 2 07:15-07:30 0 0 2 4 1 3 07:30-07:45 00 7 6 8 19 07:45-08:00 0 0 2 17 8 25 08:00-08:15 00 26 46 16 61 0815-08:30 00 9 10 2 18 08:30-08:45 0 01 4 2 3 08:45-09:00 0 0 2 1 2 - - - BIKE COUNT NL SI. EL WI- 07:00-07:15 0 0 07:15-07:30 0 0 4 07:30-07:45 _ 0 0 2 07:45-08:00 0 0 08:00-08:15 0 0 3 08:15-08:30 0 0 08:30-08:45 0 0 08:45-09:00 0 0 3 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 7 61 12 7 r 61 r 12 SR ST SL SR ST SL 23 EL WR 19 . 23 EL WR r 19 93 ET 07:30-08:30 WT 121 r 93 ET TOTAL PCE WT r 121 68 ER CARS WL 61 r 68 ER ALL VEHICLES WITH PCE WL 61 NL NT NR 1 NL NT NR 50 63 60 r 50 r 63 r 60 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 0 0 r 0 r 0 r 0 SR ST SL SR ST SL 0 EL WR 0 r 0 EL WR r 0 0 ET 07:00-08:00 T 0 Wr 0 ET 07:00-08:00 WT r 0 0 ER WL 0 r 0 ER PCE3 AXLE TRUCKS WL r 0 NL NT NR NL NT NR 0 00 r 0 r 0 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 0 0 0 _ 9 r 0 r 0 SR ST SL SR ST SL 0 EL WR 0 r 0 EL WR r 0 0 ET 07:00-08:00 T 0 W 0 ET07:00-08:00 WT r 0 0 ER WL 0 r 0 ER WL 0 NL NT NR NL NT NR 0 0 0 r 0- r. 0 r 0 CITY OF ROSEMEAD / `M/ Prepared By:Transtech Engineers,Inc. Page 67 of 104 osE EAD I n:I.3:',Small Town Amen(a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 31. Peak Hour Counts at Jackson Avenue and Emerson Place WEEKDAY(1:OOPM-3:OOPM) AFT PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE- 25-Sep-18 PASSENGER CARS NS STREET: JACKSON AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTHBOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 6 21 12 39 51 2 24 7 7 16 4 60 1 2 13:15-13:30 14 22 10 8 12 1 65 2 26 10 7 24 4 73 2 13:30-13:45 12 14 15 2 12 7 62 3 18 9 7 17 6 60 2 2 13:45.14:00 10 22 14 4 9 3 82 1 21 9 6 13 2 52 1 2 14:00-14:15 15 18 14 2 17 3 69 27 4 15 22 7 75 2 4 14:15.14:30 7 12 11 4 14 1 49 4 20 13 8 29 3 77 8 12 4 14:30-14:45 8 15 10 4 11 2 50 5 17 12 8 12 7 81 13 56 23 44 14:45-15:00 6 40 14 3 18 2 83 4 46 10 9 19 4 92 22 4 18 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 0 0 13:15-13:30 0 0 13:50-13:45 0 0 1 13:45-14:00 0 0 2 14:00.14:15 5 0 1 2 14:15-14:30 0 0 1 2 3 14:30-14:45 0 0 14 81 26 37 14:45-15:00 0 0 2 1 3 6 BIKE COUNT NL SL EL WL 13:00-13:15 0 0 1 13:15-13:30 0 0 13:30-13:45 0 0 13:45.14:00 0 0 14:00-14:15 0 0 1 14:15-14:30 00 1 14:30-14:45 00 2 14:45-15:00 00 2 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 8 60 13 8 ' 60 13 SR ST SL SR ST SL 13 EL WR 21 7 13 EL WR 21 ' 110 ET 14:00-15:00 WT 82 ' 110 ET TOTAL PCE WT 82 39 ER CARS WL 40 ' 39 ER ALL VEHICLES WITH PCE WL ' 40 NL NT NR1 NL NT NR 36 85 49 ' 38 ' 85 ' 49 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 0 0 0 ' 0 ' 0 SR ST SL SR ST SL O EL WR 0 0 EL WR ' 0 O ET 13:00-14:00 WT 0 0 ET 13:00-14:00 WT 0 O ER WL 0 0 ER PCE3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 0 0 ' 0 ' 0 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 0 0 0 ' 0 ' 0 ' 0 SR ST SL SR ST SL O EL WR 0 0 EL WR 0 O ET 13:00-14:00 WT 0 0 ET 13:00-14:00 WT ' 0 0 ER WL 0 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 0 ' 0 ' 0 CITY OF ROSEMEAD Prepared By:Transtech Engineers, Inc. I Page 68 of 104 ogotf;r7) .440 OSE EAD - IudaY's Small TOWN AInerir a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 32. Peak Hour Counts at Jackson Avenue and Emerson Place WEEKDAY(4:OOPM-6PM) PM PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 25-Sep-18 PASSENGER CARS NS STREET: JACKSON AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 16:00-16:15 7 14 14 1 11 2 49 6 26 11 10 22 4 79 3 1 16:15-16:30 14 22 9 2 12 2 61 2 32 9 13 26 1 83 1 1 1 2 16:30-16:45 8 14 14 1 17 1 55 2 32 6 11 17 2 70 1 12 1 1 16:45-17:00 10 20 11 0 11 1 53 2 41 11 6 28 88 2 1 1 17:00-17:15 10 31 10 4 12 2 69 3 40 9 8 24 4 88 1 3 _ 1 17:15-17:30 13 25 13 6 14 3 74 3 28 13 12 27 7 90 3 4 7 17:30-17:45 10 25 13 3 17 3 71 3 36 13 16 40 4 112 4 5 2 7 17:45-18:00 11 26 14 2 16 2 71 2 30 12 15 36 5 100 5 4 2 8 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 16:00-16:15 0 0 1 1 1 16:15-16:30 0 0 1 2 2 16:30-16:45 0 0 11 2 - 16:45-17:00 0 0 4 1 - 17:00-17:15 0 0 1 2 17:15.17:30 0 0 1 1 1 2 17:30-17:45 0 0 1 5 1 3 17:45-18:00 0 0 2 2 2 4 BIKE COUNT NL SL EL WL 16:00-16:15 0 0 16:15-16:30 0 0 1 16:30-16:45 0 0 _ 16:45-17:00 0 0 1 17:00-17:15 0 0 3 17:15-17:30 0 0 1 17:30-17:45 0 0 1 17:45-18:00 0 0 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-PM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE PM 10 59 15 10 59 15 SR ST SL SR ST SL 11 EL WR 20 11 EL WR . 20 134 ET 17:00-18:00 WT 127 ' 134 ET TOTAL PCE WT ' 127 47 ER CARS WL 51 ' 47 ER ALL VEHICLES PCE WL ' 51 NL NT NR NL NT NR 44 107 50 . 44 • 107 50 CALCULATED PEAK HOUR VOLUMES-TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 0 0 0 SR ST SL SR ST SL O EL WR 0 . 0 EL WR 0 O ET 16:00-17:00 WT 0 0 ET 16:00-17:00 WT 0 O ER WL 0 0 ER PCE3 AXLE TRUCKS WL • 0 NL NT NR NL NT NR O 0 0 r 0 r 0 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 ' 0 • 0 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR . 0 O ET 16:00-17:00 WT 0 ' 0 ET 16:00-17:00 WT • 0 O ER WL 0 0 ER WL • 0 NL NT NR NL NT NR O 0 0 ' 0 ' 0 0 4:1 CITYOF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 69 of 104 i USE EAD lud.n',ti„,..Irntn Amrri(a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 33. Peak Hour Counts at New Avenue and Emerson Place SUNDAY(11:OOAM-1:OOPM) SUNDAY PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 30-Sep-18 PASSENGER CARS NS STREET: NEW AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 11:00-11:15 3 159 9 119 17 307 26 22 7 2 13 16 86 5 2 11:15-11:30 3 147 5 15 168 17 355 39 13 10 9 10 8 89 4 11:30-11:45 5 135 6 6 137 30 319 38 16 12 3 9 11 89 1 1 1 11:45-12:00 4 141 3 13 168 27 356 29 20 161 8 12 86 3 1 12:00-12:15 5 145 9 18 158 31 366 35 17 16 2 12 21 103 1 2 12:15-12:30 5 170 2 16 153 32 378 40 17 13 1 20 17 108 2 2 12:30-12:45 6 130 3 23 180 20 362 34 18 18 2 16 17 105 1 2 12:45-13:00 2 148 5 14 157 29 355 28 18 19 5 29 18 118 2 1 1 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 11:00-11:15 0 0 11:15-11:30 _ 0 0 11:30-11:45 0 0 11:45-12:00 0 0 12:00-12:15 0 0 12:15-12:30 0 0 12:30-12:45 0 0 12:45-13:00 0 0 BIKE COUNT NL SL EL WL 11:00-11:15 0 0 2 3 11:15-11:30 0 0 1 3 - 11:30-11:45 0 0 1 11:45-12:00 0 0 1 12:00-12:15 0 0 1 1 1 12:15-12:30 0 0 12:30-12:45 0 0 1 1 12:45-13:00 0 0 1 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 112 648 71 112 648 71 SR ST SL SR ST SL 138 EL WR 73 138 EL WR 73 70 ET 12:00-13:00 WT 77 70 ET TOTAL PCE WT 77 66 ER CARS WL 10 66 ER ALL VEHICLES WITH PCE WL 10 NL NT NR 1 NL NT NR 18 593 19 18 593 19 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 0 0 0 0 0 SR ST SL SR ST SL O EL WR 0 0 EL WR 0 O ET 11:00-12:00 WT 0 0 ET 11:00-12:00 WT 0 O ER WL 0 0 ER PCE 3 AXLE TRUCKS WL 0 NL NT NR NL NT NR O 0 0 0 0 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 0 0 0 SR ST SL SR ST SL O EL WR 0 0 EL WR 0 O ET 11:00-12:00 WT 0 0 ET 11:00-12:00 WT 0 O ER WL 0 0 ER WL 0 NL NT NR NL NT NR O 0 0 0 0 0 CITY OF ROSEMEAD ,( Prepared By:Transtech Engineers,Inc. I Page 70 of 104 i OSE EAD lodes'.',mall Imvit Anivri,d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 34. Peak Hour Counts at New Avenue and Emerson Place SUNDAY(1:OOPM-3:OOPM) SUNDAY PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 30-Sep-18 PASSENGER CARS N-S STREET: NEW AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 2 144 2 13 156 17 334 35 18 14 3 16 18 104 1 1 13:15-13:30 5 125 3 18 153 26 330 33 16 14 9 27 18 117 _ 1 1 13:30-13:45 5 150 4 12 177 21 369 35 20 12 7 14 10 98 1 1 1 13:45-14:00 5 137 4 9 146 22 323 34 13 13 7 15 14 96 3 1 14:00-14:15 2 144 3 18 164 17 348 43 17 6 1 12 12 91 1 2 14:15-14:30 2 119 7 12 138 25 303_ 36 13 13 3 16 21 102 _ 2 14:30-14:45 1 137 2 12 154 33 339 44 8 14 5 8 10 89 - 14:45-15:00 5 120 2 11 120 21 279 24 12 5 2 13 11 67 1 1 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 0 _ 0 13:15-13:30 _ 0 0 13:30-13:45 0 0 13:45-14:00 0 0 1 14:00-14:15 00 14:15-14:30 0 _ 0 1 1 14:30-14:45 0 0 14:45-15:00 0 0 BIKE COUNT NL SL EL WL 13:00-13:15 0 0 1 1 13:15-13:30 0 0 1 13:30-13:45 0 0 • 13:45-14:00 0 0 - 14:00-14:15 0 0 14:15-14:30 0 0 14:30-14:45 0 0 14:45-15:00 0 0 1 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 86 640 57 ' 86 • 640 r 57 SR ST SL SR ST SL 145 EL WR 54 145 EL WR • 54 66 ET 13:15-14:15 WT 68 r 66 ET TOTAL PCE WT r 68 45 ER CARS WL 24 r 45 ER ALL VEHICLES WITH PCE WL • 24 NL NT NR I NL NT NR 17 556 14 r 17 r 556 r 14 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 r 0 r 0 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR ' 0 O ET 13:00-14:00 WT 0 r 0 ET 13:00-14:00 WT r 0 O ER WL 0 r 0 ER PCE3 AXLE TRUCKS WL r 0 NL NT NR NL NT NR O 0 0 • 0 • 0 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 r 0 r 0 r 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 13:00-14:00 WT 0 r 0 ET 13:00-14:00 WT ' 0 O ER WL 0 • 0 ER WL 0 NL NT NR NL NT NR O 0 0 • 0 • 0 • 0 CITY OF ROSEMEAD 41,10) Prepared By:Transtech Engineers,Inc. I Page 71 of 104 li? OSE EAD ludal'.,,,mall Irnrn Ann•ri,.l CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 35. Peak Hour Counts at Prospect Avenue and Emerson Place SUNDAY(11:OOAM-1:OOPM) SUNDAY PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 30-Sep-18 PASSENGER CARS NS STREET: PROSPECT AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 11:00-11:15 2 3 5 32 28 60 1 11:15-11:30 2 1 3 1 27 19 47 1 11:30-11:45 2 3 5 2 29 18 49 1 11:45-12:00 2 1 3 2 29 18 49 2 12:00-12:15 1 1 3 32 32 67 1 12:15-12:30 2 2 1 24 31 56 12:30-12:45 1 1 2 1 43 22 66 12:45-13:00 0 2 24 44 70 1 2 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 11:00-11:15 0 0 , 11:15-11:30 0 0 1 11:30-11:45 _ 0 0 11:45-12:00 0 0 12:00-12:15 0 0 12:15-12:30 0 0 12:30-12:45 0 0 12:45-13:00 0 0 BIKE COUNT NL SL EL WL 11:00-11:15 0 0 11:15-11:30 0 0 11:30-11:45 0 0 11:45-12:00 0 0 1 - 12:00-12:15 0 0 12:15-12:30 0 _ 0 12:30-12:45 0 0 1 12:45-13:00 _ 0 0 1 PEAK-HOUR VOLUME ANALYSIS • CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 1 0 4 1 0 ' 4 SR ST SL SR ST SL 7 EL WR 0 ' 7 EL WR ' 0 123 ET 12:00-13:00 WT 129 123 ET TOTAL PCE WT 129 O ER CARS WL 0 ' 0 ER ALL VEHICLES WITH PCE WL ' 0 NL NT NR \ NL NT NR O 0 o ' 0 ' 0 • 0 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 ' 0 ' 0 ' 0 SR ST SLSR ST SL O EL WR 0 ' 0 / EL WR ' 0 O ET 11:00-12:00 WT 0 ' 0 ET 11:00-12:00 WT ' 0 O ER WL 0 ' 0 ER PCE 3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 0 0 C 0 C 0 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 C 0 C 0 • 0 SR ST SL SR ST SL O EL WR 0 ' 0 EL WR ' 0 O ET 11:00-12:00 WT 0 ' 0 ET 11:00-12:00 WT ' 0 O ER WL 0 • 0 ER WL ' 0 NL NT NR NL NT NR O 0 0 I 0 C 0 ' 0 � CITY OF ROSEMEAD i,(l Prepared By:Transtech Engineers,Inc. I Page 72 of 104 OSE EA imi.n'1 Small lU„1v Anu ril a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 36. Peak Hour Counts at Prospect Avenue and Emerson Place SUNDAY(1:OOPM-3:OOPM) SUNDAY PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 30-Sep-18 PASSENGER CARS NS STREET: PROSPECT AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 2 2 4 29 33 1 67 13:15-13:30 2 2 27 51 1 79 13:30-13:45 3 3 6 41 26 2 69 13:45-14:00 2 2 1 16 26 2 45 14:00-14:15 1 3 4 1 28 29 2 60 14:15-14:30 3 1 4 27 31 3 61 14:30-14:45 4 1 5 1 28 26 2 57 1 14:45-15:00 1 1 22 20 1 43 2 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 13:00-13:15 0 0 13:15-13:30 0 0 • 13:30-13:45 0 0 - 13:45-14:00 0 0 14:00-14:15 0 0 14:15-14:30 0 - 0 14:30-14:45 0 0 - 14:45-15:00 0 0 1 BIKE COUNT NL SL , EL WL 13:00-13:15 0 0 1 - 13:15-13:30 0 0 13:30-13:45 0 0 13:45-14:00 0 0 - 14:00-14:15 0 0 14:15-14:30 0 0 1 - 14:30-14:45 0 - 0 - 14:45-15:00 0 0 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 5 0 7 r 5 r 0 r 7 SR ST SL SR ST SL 5 EL WR 6 r 5 EL WR 6 113 ET 13:00-14:00 WT 136 113 ET TOTAL PCE WT ' 136 O ER CARS WL 0 r 0 ER ALL VEHICLES WITH PCE WL r 0 NL NT NR I NL NT NR O 0 0 ' 0 r 0 ` 0 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 " 0 • 0 ' 0 SR ST SL SR ST SL O EL WR 0 0 EL WR r 0 O ET 13:00-14:00 WT 0 r 0 ET 13:00-14:00 Wi ' 0 O ER WL 0 r 0 ER PCE 3 AXLE TRUCKS WL ' 0 NL NT NR NL NT NR O 0 0 _ r 0 r 0 r 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 r 0 ' 0 • 0 SR ST SI SR ST SL O EL WR 0 • 0 EL WR r 0 O ET 13:00-14:00 WT 0 0 ET 13:00-14:00 WT ' 0 O ER WL 0 r 0 ER WL r 0 NL NT NR NL NT NR O 0 0 ' 0 ' 0 - 0 Itill CITY OF ROSEMEAD 41(4 Pe)itrepared By:Transtech Engineers, Inc. l Page 73 of 104 OSE EAD Judas's ti0i.d1 TIM n Amir il.l S CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 37. Peak Hour Counts at Jackson Avenue and Emerson Place SUNDAY(11:OOAM-1:OOPM) SUNDAY PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 30-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND N-S EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 11:00-11:15 10 18 11 1 9 1 50 23 9 5 19 3 59 2 1 21 11:15-11:30 6 14 17 2 9 2 50 21 9 7 13 4 54 2 t 11 11:30-11:45 4 8 19 1 17 2 51 21 9 6 14 3 53 1 1 2 3 11:45-12:00 10 13 16 1 7 471 22 8 4 15 1 51 2 1 2 12:00-12:15 9 19 14 9 1 52 2 21 10 10 22 4 69 12:15-12:30 9 10 14 13 2 48 1 16 98 23 6 63 1 12:30-12:45 10 14 13 5 10 52 3 31 7 8 22 2 73 1 12:45-13:00 7 16 8 3 11 1 46 20 4 17 37 7 85 5 7 1 SCHOOL AGE PED COUNT 3+AXLE TRUCKS NL SL EL WL 11:00-11:15 _ 0 0 11:15-11:30 0 0 11:30-11:45 0 0 11:45-12:00 0 0 12:00-12:15 0 0 12:15-12:30 0 0 12:30-12:45 0 0 12:45-13:00 0 0 BIKE COUNT NL SL EL WL 11:00-11:15 0 0 1 11:15-11:30 0 0 1 - 11:30-11:45 0 0 2 11:45-12:00 0 0 12:00-12:15 0 0 1 - 12:15-12:30 0 - 0 12:30-12:45 0 01 1 12:45-13:00 0 0 1 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 14 38 3 r 14 r 38 r 3 SR ST SL SR ST SL 6 EL WR 19 r 6 EL WR • 19 88 ET 12:00-13:00 WT 104 r 88 ET TOTAL PCE WT r 104 30 ER CARS WL 43 r 30 ER ALL VEHICLES WITH PCE WL • 43 NL NT NR \ NL NT NR 35 59 49 r 35 r 59 r 49 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 0 00 e 0 C 0 0 SR ST SL SR ST Sl O EL WR 0 r 0 EL WR r 0 O ET 11:00-12:00 WT 0 • 0 ET 11:00-12:00 WT 0 O ER WL 0 0 ER PCE3 AXLE TRUCKS WL r 0 NL NT NR NL NT NR 0 0 0 r 0 • 0 ' 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 0 0 0 r 0 r 0 ' 0 SR ST SL SR ST SL O EL WR 0 r 0 EL WR r 0 O ET 11:00-12:00 WT 0 - 0 ET 11:00-12:00 WT ' 0 O ER WL 0 • 0 ER WL r 0 NL NT NR NL NT NR 0 0 0 • 0 ' 0 r 0 CITY OF ROSEMEAD I( Prepared By:Transtech Engineers,Inc. I Page 74 of 104 05E EAD lud. ..tim.dl lotto Anmrit.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 38. Peak Hour Counts at Jackson Avenue and Emerson Place SUNDAY(1PM-3PM) SUNDAY PEAK COUNT TURNING MOVEMENT COUNT PROJECT NAME: CITY OF ROSEMEAD TRAFFIC ANALYSIS PROJECT NO: 18480 DATE: 30-Sep-18 PASSENGER CARS N-S STREET: JACKSON AVE E-W STREET: EMERSON PL TIME NORTH BOUND SOUTH BOUND NS EAST BOUND WEST BOUND E-W ADULT PED COUNT LEFT THRU RIGHT LEFT THRU RIGHT TOTAL LEFT THRU RIGHT LEFT THRU RIGHT TOTAL NL SL EL WL 13:00-13:15 8 16 12 9 45 19 12 17 25 2 75 1 1 13:15-13:30 8 8 14 2 11 43 1 20 5 20 45 1 92 2 2 13:30-13:45 16 15 9 1 9_ 5 54 4 32 6 13 19 4 78 2 13:45-14:00 10 15 18 4 9 2 58 9 10 3 182 42 14:00-14:15 8 19 8 4 12 2 53 1 21 8 8 20 3 61 14:15-14:30 11 17 12 1 2 1 44 1_ 20 7 6 22 2 58 14:30-14:45 13 16 12 1 10 1 53 2 20 10 12 17 2 63 t 14:45-15:00 7 14 19 2 4 1 47 17 5 7 14 4 47 SCHOOL AGE PED COUNT 3+A)(LE TRUCKS NL SL EL WL 13:00-13:15 0 0 13:15-13:30 0 0 _ 13:30-13:45 0 0 13:45-14:00 0 0 14:00-14:15 0 0 14:15-14:30 0 0 14:30-14:45 0 0 _ 14:45-15:00 0 0 BIKE COUNT NL SL EL WL 13:00-13:15 0 0 13:15-13:30 0 0 1 1 13:30-13:45 0 0 1 13:45-14:00 0 0 1 14:00-14:15 0 0 14:15-14:30 0 0 1 14:30-14:45 0 0 t 14:45-15:00 0 0 1 1 PEAK-HOUR VOLUME ANALYSIS CALCULATED PEAK HOUR VOLUMES-AM ADJUSTED PEAK HOUR VOLUMES-TOTAL PCE AM 7 37 7 r 7 r 37 r 7 SR ST SL SR ST SL 5 EL WR9 • 5 EL WR r 9 80 ET 13:00-14:00 WT 107 r 60 ET TOTAL PCE WT ' 107 33 ER CARS WL 53 r 33 ER ALL VEHICLES WITH PCE WL r 53 NL NT NRI NL NT NR 42 54 53 r 42 r 54 r 53 CALCULATED PEAK HOUR VOLUMES-3 AXLE TRUCKS ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 2.0 O 0 0 r 0 r 0 r 0 SR ST SL SR ST SL 0 EL WR 0 ▪ 0 EL WR 0 0 ET 13:00-14:00 WT0 • 0 ET 13:00-14:00 WT ' 0 0 ER WL 0 ▪ 0 ER PCE 3AXLE TRUCKS WL r 0 NL NT NR NL NT NR 0 0 0 0 - 0 - 0 CALCULATED PEAK HOUR VOLUMES ADJUSTED PEAK HOUR VOLUMES AFTER PCE OF 3.0 O 0 0 - 0 ' 0 ' 0 SR ST SL SR ST SL O EL WR 0 ▪ 0 EL WR ' 0 O ET 13:00-14:00 WT 0 • 0 ET 13:00-14:00 WT r 0 O ER WL 0 • 0 ER WL r 0 NL NT NR NL NT NR O 0 0 r 0 r 0 r 0 f CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 75 of 104 I,() OSE EAD hnlJ,.,tim,dl town,\morn a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 39. Radar Speed Survey along Emerson Place between New Avenue and Jackson Avenue City of Rosemead Public Works Department Street Name: EMERSON PLACE Limits: NEW AVENUE to JACKSON AVENUE Radar Survey Sheet X=West l=East 5 10 15 20 25 30 35 40 a %ea cum.% 45 I 1 i 1 1 11.0% 100%, ___._.. ___—__' 2 2.0% 99.0°k 35� 1 1.0% 97.1%, ,.�. ` 6 '5.9% 96.1%I ��� 7 !6.9% 90.2%'�. 3.3% ``•0 MP** 1 —– 14!8.8°%84.50 �0�V/40 lovire" i • _._._ 19 18 6%as$ 30 ._ .• 9 88% 25.5%I. .A.•�•.•• • 10 9.8% 16.7%', • 5 4.9% 6-9% 251 ' 1.0% 2.0% i1 1.0% 1.0% 1 I 20 1 l 15 I 1 I 1 I • f 10 . . I I I I ( _ , 5 1 I ! I Total Samples __._ _1-02 Date of Survey: 7110/2019 Start Time: 10:00 85th Percentile Speed: 32.2 Weather. Clear End Time: 1100 50th Percentile Speed: 29.4 Road Condition: Good Posted Speed: 30 15th Percentile Speed: 26.8 Street Class.: Local 10 MPH Pace: 25-34 Observer: BR Number in Pace: 97 Percent in Pace: 95.1% Conditions not School near by Apparent: CITY OF ROSEMEAD tta (r Prepared By:Transtech Engineers, Inc. I Page 76 of 104 .,„..4 i OSE EAD lud,n..tim,ill lnn it Anuvri,.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 40. Parking Capacity Emerson Place and Jackson Avenue Weekday July 10,2019 (10AM-2PM) vd aa' C C a y L RE Parking H a .. a o a .. a A O > v _ O. Q W 11 Capacity ^„ M N r R R % 1 z E. a c Q Parking E E E _ v c w s Capacity 4 b 4 4' 4 y 4 > 4 c a ax x ? f x x x at 1 a % $ a $ m x x 8 s 8 N $ s too2 E Parking .- a - a - a - a '" dz ECapacity m a - a " a - a m O. 0 Q Side ,13 m ', 3 W `o 3 N O E % � 65A5A5A5A O• 1 > ¢' a Parking a m ., - , - - a - g al w Capacity a ,., a a d a " O N % x x g '4 f, x x 4 g 4 O i ''a Li > q a. v a Parking - - - •• ^. - - ^ o a Y f, ,fo Capacity ^ " ^ ^' ^ ^' ^ '" " ^ d d i % ', m a a c a v Parking - a s ^ - a - ^ r - o . A d o : Capacity - a - a - o, - a - a c a u al Q y v % C c ,1 a 1 E y Parking - o -. 0 a - o - o V S�t W B Capacity a 4 a - a - a - a - C m V L % 4 5 n 1 4 1 M ,1 5 1 m a 4' a. c e C Parking a a a - N , - C 2 a. O d ., a Capacity ., M y M > - > „ .. E W o } a 4 i III Parking a a a ^ - a r- a r z A- ir. Capacity a " a n a N a ' a n o. o Side 2 vii 2 2 " 2 vi 2 ea d Time O N a E E ., � .� CITY OF ROSEMEAD 'tele" Prepared By:Transtech Engineers,Inc. I Page 77 of 104 OSE EAD rod..,....,„,..IMS li Ail rii.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 41. Parking Capacity along Emerson Place and Jackson Avenue on Sunday July 28,2019(11AM-3PM) s = a E a Parking M 4 2 R 2 4 4 4 .+ a.. i E Capacity 3 4 4 3 4 4 4 4 4 % .1 t i „ if if A A I p sQ C ' Parking A PJ 4 4 4 4 2 A 4 7, _E EN a Capacity 0 M .e M a M < M .• M a C W a % io s a A a ' 6 g 6 c 1ae $ 0 Parking a w N e N e m e Capacity ., .. o Side 2 ' W '' W '' 13 g W o g % A sx g g _ § xsxsx d a E a s Parking m .. m m m m a 8• €g wCapacity m m e m a m o m o °' al % A A A : i 5 A 5 A A N ? 4 o = Parking o ., m r. m n M1 a ✓ J Capacity o .. o " ." o ." .. a• m a x N n C % .n a 7 i a N C 0 11 Parking ., a m ^ N m ", cr V m g 4 Capacity o o d o ti o ^ .. .. CC ? 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Parking Capacity along Emerson Place and Jackson Avenue on a Typical Weekday when school was in session September 26,2018(7AM-4PM) % O. 2 Parking O O es O Capacity r.: M. ., NPNNNNNNNNNNNNNN E a cc % 8 IZ C c Parking O -I u g E _ w- = = Capacity S : S a 3 < g d S : S ; S : S d 3 < 9 N C C a Q I i 0. ^ R 0 Parking ^ 0 o n mo n .. o - o o -. n .. _ o n n n O E ' Capacity .. a - a r, a „ a r, a ,, ,, r, ,, - ' r, a r, ,, .n N Cd yyr� Side W W g n n W W 3 W 3 W , W N is 3 g % 5g5g5A5A51555A5A5A5A oI > ✓ .a Parking , ., n o rv „ o .. .. o - m mn 0 0 n r .. (X 2 g Cm - N N m N m m L., m r ,Awr m , m - m - O w' Capacity r T I y a 0J S Y Q Q Sy Parking 0 0 0 -. 0 0 0 0 , 0 0 0 a 0 .. 0 0 2pp " ' ' " Mn „ rv „ rv „ nrvn „ n �, n V, W Capacity A V o. ca Parking . m - o o , o ,,, e e o o o e n n • d M3 c, Capacity .. .. " ., a .. m .. a .. 0, .. a .. 0• O et x x .x, ,xn n 4 x .4. n x n ,4w 4 4 .4n T r^ c E > } ry O W ¢ a V � = Parking o Y -, m . i., 2 N r r, v, .. u, v, ,y n n ry ry .. ry a g y a. Capacity m _ m 2 m .. m .. ., m 2 m 2 m 2 m ., C a O % ie M 54 5 X1 A 5 ^ g 4 4 x x x x i� K e a Q Q R'i m Ri Ri d e E Parking N a . a e m L., v n n e 0 0 e e e s e e n b� C 6 i4 Capacity -. a nv n v n e n y n e n e n a r, < n e W X x X « x x x x x 4 x x x x e X c y % 3 6 s 5, g : S 9 3 5 S : R r 5 5 S 5 N 5 o } a QQ - Parking n 0 n 0 m , n n n 0 n - 0 o m 0 n n a m :=',,, z 4.5 Capacity 2 n n .1 n . n . n u3 n va n . n .1 n n Om a v Side a H rA Z y 2 a ,n 2 y a ,n Z zi 100 C ry d Time c E a ,1 N ei � N rn a � CITY OF ROSEMEAD r,( Prepared By:Transtech Engineers,Inc. I Page 79 of 104 �li OSE EAD fud.,„,tim.,„linen AnIcri,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 43. Parking Capacity along Emerson Place and Jackson Avenue on September 30,2018(10AM-4PM) Z Parking Capacity ^m V. M ; M N r M R a % I z i£ ar a N � Parking E g W 3 s Capacity 4 d 4 v 4 a a a 4 v 4 < S v e ar a c % 4 4 4 4 g N 4 a n t, 5 5 g a E, a A 9 0 Parking 0 0 - - - - - N N - N N - N W Capacity m „ m „ m „ m a m „ m „ m m EW L0 'i i w 'y�' ,M a Side Mgn 0 o _ o .2 1 S E a s Parking d - ^. 0 - o .. 0 m o d a - o w Capacity -, ,^ m N m m N m N m N m ,,, ri N % 4 4 4 4 4 4 0 4 4 4 4 4 4 4 o a, N a Q 6 a g. Parking o - o - - - 0 0 0 0 0 0 0 0 I �p W g ' d — Capacity m . m m N m m . m . N .a E aa % 5. M 4 M a a K N r K n a n mo a a' C a , Parking 0 0 e .. ,^ ,,, - d 0 0 N ., ,,. N o 419 a ,, Y as ✓ a — 3 . -' Capacity - m - m - a - a - a _ a - a C C 01 C C• a s ., % r g tIis 4 g 5 g 4 g g g YQ 1 Parking , o .. .,o m o o m . .o .. 0 . 0 g A . Capacity m — m 2 m 2 m 2 a — m — m 2 C m 01 % x g M 4 4 4 4 4 4 4 M st; 1 F.; A a a cc a Parking m o N v, ., ,., N m N m m N m m 2O a V O da Capacity ^ d m d m d m d m ., m d m -, E W �r 00 % 3 n ,Y,�c 1 ,5'i n " S a 1 a 5 5 5 y n a 0 i a Q 4 E Parking - . m m - ,- - - N 0 ,. 0 rt • 2 I N capacity O N .➢ N b N ,t] ry 0 N . N 0 N a. ill U Side Z H N V N N tZ tto 2 tN 2 N0.0 Ca TimeO.9N-t .0' Nena CITY OF ROSEMEAD A�,(r Prepared By:Transtech Engineers,Inc. I Page 80 of 104 i OSE EAD lodar's Small Intra atnrrit.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 44. LOS Report Existing Conditions AM PEAK at Jackson Avenue and Hellman Avenue Existing Conditions Wed Jul 10, 2019 10:59:49 Page 3-1 City of Rosemead Circulation Review Existing Conditions AM Peak Level Of Service Computation Report ICU 1(Loss as Cycle Length 6) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Jackson Ave at Hellman Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.434 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 30 Level Of Service: A tit***************************************************************************** Street Name: Jackson Ave Hellman Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I it II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 0 1 0 I II II II I Volume Module:AM peak Base Vol: 63 18 70 18 17 51 13 249 47 46 334 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 63 18 70 18 17 51 13 249 47 46 334 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 63 18 70 18 17 51 13 249 47 46 334 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 18 70 18 17 51 13 249 47 46 334 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 HLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 18 70 18 17 51 13 249 47 46 334 18 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.12 0.46 0.21 0.20 0.59 1.00 0.84 0.16 1.00 0.95 0.05 Final Sat.: 668 191 742 335 316 949 1600 1346 254 1600 1518 82 I II II II I Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.01 0.05 0.05 0.01 0.18 0.19 0.03 0.22 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD `0 Prepared By:Transtech Engineers,Inc. I Page 81 of 104 OSE EA h„,.,,,tim.J!!un n Anmra d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 45. LOS Report Existing Conditions AM PEAK at New Avenue and Emerson Place Existing Conditions Wed Jul 10, 2019 10:59:49 Page 4-1 City of Rosemead Circulation Review Existing Conditions AM Peak Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection 42 New Ave at Emerson Place Cycle (sec): 100 Critical Vol./Cap.(X): 0.593 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 39 Level Of Service: A Street Name: New Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R 1 II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 1 II II II I Volume Module:AM Peak Base Vol: 29 813 30 60 606 63 166 89 90 45 71 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 813 30 60 606 63 166 89 90 45 71 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 813 30 60 606 63 166 89 90 45 71 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 813 30 60 606 63 166 89 90 45 71 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 813 30 60 606 63 166 89 90 45 71 71 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.81 0.19 1.00 0.50 0.50 1.00 0.50 0.50 Final Sat.: 1600 3086 114 1600 2899 301 1600 796 804 1600 800 800 I II II II 1 Capacity Analysis Module: Vol/Sat: 0.02 0.26 0.26 0.04 0.21 0.21 0.10 0.11 0.11 0.03 0.09 0.09 Crit Moves: "" "'* "" {"t Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD 14 Prepared By:Transtech Engineers,Inc. Page 82 of 104 i OSEJp CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 46. LOS Report Existing Conditions AM PEAK at Jackson Avenue and Garvey Avenue Existing Conditions Wed Jul 10, 2019 10:59:49 Page 5-1 City of Rosemead Circulation Review Existing Conditions AM Peak Level Of Service Computation Report ICU l(Loss as Cycle Length a) Method (Base Volume Alternative) Intersection 13 Jackson Ave at Garvey Ave Cycle (sec): 100 Critical Vol./Cap.(X): 0.571 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: A Street Name: Jackson Ave Garvey Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Prot+permit Prot+Permit Rights: Include include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 2 0 1 1 0 2 0 1 I II II II I Volume Module:AM Peak Base Vol: 74 90 85 66 64 28 50 776 41 50 731 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 90 85 66 64 28 50 776 41 50 731 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 90 85 66 64 28 50 776 41 50 731 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 90 85 66 64 28 50 776 41 50 731 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 90 85 66 64 28 50 776 41 50 731 45 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.30 0.36 0.34 0.42 0.40 0.18 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 476 578 546 668 648 284 1600 3200 1600 1600 3200 1600 I II II II I Capacity Analysis Module: Vol/Sat: 0.05 0.16 0.16 0.04 0.10 0.10 0.03 0.24 0.03 0.03 0.23 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD li Prepared By:Transtech Engineers,Inc. I Page 83 of 104 OSE EAD Id.i�..Smal,1,1,11Anlen,1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 47. LOS Report Existing Conditions AM PEAK at Prospect Avenue and Emerson Place Existing Conditions Wed Jul 10, 2019 10:59:49 Page 6-1 City of Rosemead Circulation Review Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 Prospect Ave at Emerson Place ******************************************************************************** Average Delay (sec/veh): 2.5 Worst Case Level Of Service: B[ 10.5] Street Name: Prospect Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - 1' - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 I II II II I Volume Module:AM Peak Base Vol: 0 0 0 51 0 29 19 115 0 0 142 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 51 0 29 19 115 0 0 142 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 51 0 29 19 115 0 0 142 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 51 0 29 19 115 0 0 142 33 I II II II I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx I II II II I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 312 312 159 175 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 681 603 887 1401 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 674 595 887 1401 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.08 0.00 0.03 0.01 xxxx xxxx xxxx xxxx xxxx I II II II i Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 738 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.4 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 10.5 xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A * * * * * ApproachDel: xxxxxx 10.5 xxxxxx xxxxxx ApproachLOS: * B * * Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD I,r Prepared By:Transtech Engineers,Inc. I Page 84 of 104 OSE ElAD Iola,s tim.J1 Ims tt Anucri,d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 48. LOS Report Existing Conditions AM PEAK at Jackson Avenue and Emerson Place Existing Conditions Wed Jul 10, 2019 10:59:49 Page 7-1 City of Rosemead Circulation Review Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection $5 Jackson Ave at Emerson P1 Cycle (sec): 100 Critical Vol./Cap.(X): 0.278 Loss Time (sec): 0 Average Delay (sec/veh): 9.2 Optimal Cycle: 0 Level Of Service: A Street Name: Jackson Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I II II II I Volume Module:AM Peak Base Vol: 50 63 60 12 61 7 23 93 68 61 121 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 63 60 12 61 7 23 93 68 61 121 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 63 60 12 61 7 23 93 68 61 121 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 63 60 12 61 7 23 93 68 61 121 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 63 60 12 61 7 23 93 68 61 121 19 I II it II 1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.29 0.36 0.35 0.15 0.76 0.09 0.12 0.51 0.37 0.30 0.61 0.09 Final Sat.: 204 258 245 99 505 58 93 377 275 219 435 68 I II II II I Capacity Analysis Module: Vol/Sat: 0.24 0.24 0.24 0.12 0.12 0.12 0.25 0.25 0.25 0.28 0.28 0.28 Crit Moves: **'* ''"" "" "" Delay/Veh: 9.2 9.2 9.2 8.6 8.6 8.6 9.0 9.0 9.0 9.5 9.5 9.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.2 9.2 9.2 8.6 8.6 8.6 9.0 9.0 9.0 9.5 9.5 9.5 LOS by Move: A A A A A A A A A A A A ApproachDel: 9.2 8.6 9.0 9.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.2 8.6 9.0 9.5 LOS by Appr: A A A A AllWayAvgQ: 0.3 0.3 0.3 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD APrepared By:Transtech Engineers,Inc. l Page 85 of 104 icitio4t EAD dav'%Small TIM 11 Amen(a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 49. LOS Report Existing Conditions AM PEAK at Del Mar Avenue and Emerson Place Existing Conditions Wed Jul 10, 2019 10:59:49 Page 11-1 City of Rosemead Circulation Review Existing Conditions AM Peak Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #9 Del Mar Ave at Emerson Place Cycle (sec): 100 Critical Vol./Cap.(X): 0.562 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A Street Name: Del Mar Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 I II I I II I Volume Module:AM Peak Base Vol: 52 886 21 38 649 80 104 62 70 39 72 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 886 21 38 649 80 104 62 70 39 72 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 886 21 38 649 80 104 62 70 39 72 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 886 21 38 649 80 104 62 70 39 72 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 886 21 38 649 80 104 62 70 39 72 33 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 1.78 0.22 1.00 0.47 0.53 0.27 0.50 0.23 Final Sat.: 1600 3126 74 1600 2849 351 1600 752 848 433 800 367 I II II II I Capacity Analysis Module: Vol/Sat: 0.03 0.28 0.28 0.02 0.23 0.23 0.07 0.08 0.08 0.02 0.09 0.09 Crit Moves: ..r. .*•+ tnt •*•+ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD �,(r Prepared By:Transtech Engineers,Inc. I Page 86 of 104 i OF)? EAD all!IAN II Inlent a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 50. LOS Report Existing Conditions AFT PEAK at Del Mar Avenue at Emerson Place Existing Conditions Wed Jul 10, 2019 11:25:00 Page 11-1 City of Rosemead Circulation Review Existing Conditions Afternoon Peak Hour Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection 49 Del Mar Ave at Emerson Place ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.460 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 31 Level Of Service: A ******************************************************************************** Street Name: Del Mar Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 I II II II I Volume Module:AFT Peak Base Vol: 40 564 25 27 626 88 95 83 28 24 46 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 564 25 27 626 88 95 83 28 24 46 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 564 25 27 626 88 95 83 28 24 46 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 564 25 27 626 88 95 83 28 24 46 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 564 25 27 626 88 95 83 28 24 46 14 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.92 0.08 1.00 1.75 0.25 1.00 0.75 0.25 0.28 0.55 0.17 Final Sat.: 1600 3064 136 1600 2806 394 1600 1196 404 457 876 267 I II II II I Capacity Analysis Module: Vol/Sat: 0.03 0.18 0.18 0.02 0.22 0.22 0.06 0.07 0.07 0.02 0.05 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA f CITY OF ROSEMEAD trf Prepared By:Transtech Engineers,Inc. I Page 87 of 104 f .,44 c E EAD lu ld\s Small hncn Ann R d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 51. LOS Report Existing Conditions AFT PEAK at Jackson Avenue and Emerson Place Existing Conditions Wed Jul 10, 2019 11:25:00 Page 7-1 City of Rosemead Circulation Review Existing Conditions Afternoon Peak Hour Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection 45 Jackson Ave at Emerson P1 ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.227 Loss Time (sec): 0 Average Delay (sec/veh): 8.7 Optimal Cycle: 0 Level Of Service: A Street Name: Jackson Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I II II II 1 Volume Module:AFT Peak Base Vol: 36 85 49 13 60 8 13 110 39 40 82 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 85 49 13 60 8 13 110 39 40 82 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 85 49 13 60 8 13 110 39 40 82 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 85 49 13 60 8 13 110 39 40 82 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 85 49 13 60 8 13 110 39 40 82 21 I II II II I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.21 0.50 0.29 0.16 0.74 0.10 0.08 0.68 0.24 0.28 0.57 0.15 Final Sat.: 159 374 216 114 525 70 61 515 183 207 424 109 I II II II I Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.23 0.11 0.11 0.11 0.21 0.21 0.21 0.19 0.19 0.19 Crit Moves: **** **** **** **** Delay/Veh: 8.8 8.8 8.8 8.3 8.3 8.3 8.7 8.7 8.7 8.7 8.7 8.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.8 8.8 8.8 8.3 8.3 8.3 8.7 8.7 8.7 8.7 8.7 8.7 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.8 8.3 8.7 8.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.8 8.3 8.7 8.7 LOS by Appr: A A A A AllWayAvgQ: 0.3 0.3 0.3 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA f CITY OF ROSEMEAD 01 '.( Prepared By:Transtech Engineers,Inc. I Page 88 of 104 .004t EAD all Irnen Anu•rii a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 52. LOS Report Existing Conditions AFT PEAK at Prospect Avenue and Emerson Place Existing Conditions Wed Jul 10, 2019 11:25:00 Page 6-1 City of Rosemead Circulation Review Existing Conditions Afternoon Peak Hour Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Prospect Ave at Emerson Place *****************************iii************************************************ Average Delay (sec/veh): 1.2 Worst Case Level Of Service: A( 9.6) ******************************************************************************** Street Name: Prospect Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 1 II II II I Volume Module:AFT Peak Base Vol: 0 0 0 14 0 16 13 167 0 0 93 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 16 13 167 0 0 93 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 16 13 167 0 0 93 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 14 0 16 13 167 0 0 93 20 I 11 II II 1 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx I II II II I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 296 296 103 113 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 699 619 957 1489 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 695 613 957 1489 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.02 0.00 0.02 0.01 xxxx xxxx xxxx xxxx xxxx I II II II I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RI LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 814 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.1 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 9.6 xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * A * * * * * ApproachDel: xxxxxx 9.6 xxxxxx xxxxxx ApproachLOS: * A * * ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA f CITY OF ROSEMEAD Irl Prepared By:Transtech Engineers,Inc. I Page 89 of 104 Or)? EAD mall faun Anx ri,a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 53. LOS Report Existing Conditions AFT PEAK at Jackson Avenue and Garvey Avenue Existing Conditions Wed Jul 10, 2019 11:25:00 Page 5-1 City of Rosemead Circulation Review Existing Conditions Afternoon Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #3 Jackson Ave at Garvey Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.564 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A Street Name: Jackson Ave Garvey Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 2 0 1 1 0 2 0 1 I II II II 1 Volume Module:AFT Peak Base Vol: 44 40 43 60 47 52 66 959 34 60 716 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 40 43 60 47 52 66 959 34 60 716 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 40 43 60 47 52 66 959 34 60 716 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 40 43 60 47 52 66 959 34 60 716 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 40 43 60 47 52 66 959 34 60 716 43 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.35 0.31 0.34 0.38 0.29 0.33 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 554 504 542 604 473 523 1600 3200 1600 1600 3200 1600 I II II II I Capacity Analysis Module: Vol/Sat: 0.03 0.08 0.08 0.04 0.10 0.10 0.04 0.30 0.02 0.04 0.22 0.03 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD `0 Prepared By:Transtech Engineers,Inc. I Page 90 of 104 OSE EAD CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 54. LOS Report Existing Conditions AFT PEAK at New Avenue and Emerson Place Existing Conditions Wed Jul 10, 2019 11:25:00 Page 4-1 City of Rosemead Circulation Review Existing Conditions Afternoon Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #2 New Ave at Emerson Place Cycle (sec): 100 Critical Vol./Cap.(X): 0.483 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 32 Level Of Service: A ******************************************************************************** Street Name: New Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 I II II II I Volume Module:AFT Peak Base Vol: 26 604 33 81 659 64 121 81 76 24 45 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 604 33 81 659 64 121 81 76 24 45 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF Volume: 26 604 33 81 659 64 121 81 76 24 45 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 604 33 81 659 64 121 81 76 24 45 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 26 604 33 81 659 64 121 81 76 24 45 47 I II II ll I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.90 0.10 1.00 1.82 0.18 1.00 0.52 0.48 1.00 0.49 0.51 Final Sat.: 1600 3034 166 1600 2917 283 1600 825 775 1600 783 817 I II II II 1 Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.20 0.05 0.23 0.23 0.08 0.10 0.10 0.02 0.06 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD r Prepared By:Transtech Engineers,Inc. l Page 91 of 104 J*Or)? EAD all lm%Il Anu,R a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 55. LOS Report Existing Conditions AFT PEAK at Jackson Avenue and Hellman Avenue Existing Conditions Wed Jul 10, 2019 11:25:00 Page 3-1 City of Rosemead Circulation Review Existing Conditions Afternoon Peak Hour Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection $1 Jackson Ave at Hellman Ave Cycle (sec): 100 Critical Vol./Cap.(X): 0.390 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 28 Level Of Service: A Street Name: Jackson Ave Hellman Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1) 0 0 0 0 1) 0 0 1 0 0 1 0 1 0 0 1 0 I II II II I Volume Module:AFT Peak Base Vol: 45 23 61 8 11 26 16 258 29 40 203 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 23 61 8 11 26 16 258 29 40 203 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 45 23 61 8 11 26 16 258 29 40 203 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 45 23 61 8 11 26 16 258 29 40 203 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 45 23 61 8 11 26 16 258 29 40 203 9 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.35 0.18 0.47 0.18 0.24 0.58 1.00 0.90 0.10 1.00 0.96 0.04 Final Sat.: 558 285 757 284 391 924 1600 1438 162 1600 1532 68 I II II II I Capacity Analysis Module: Vol/Sat: 0.03 0.08 0.08 0.01 0.03 0.03 0.01 0.16 0.18 0.03 0.13 0.13 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD 1 Prepared By:Transtech Engineers,Inc. I Page 92 of 104 i cti.• EAD d.,',.,mall ImAti Xilium.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 56. LOS Report Existing Conditions PM PEAK at Jackson Avenue and Hellman Avenue Existing Conditions Thu Jul 11, 2019 09:52:00 Page 3-1 City of Rosemead Circulation Review Existing Conditions PM Peak Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #1 Jackson Ave at Hellman Ave Cycle (sec): 100 Critical Vol./Cap.(X): 0.503 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 34 Level Of Service: A Street Name: Jackson Ave Hellman Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 0 1 0 I II II II I Volume Module:PM Peak Base Vol: 68 19 59 14 13 15 16 420 32 33 267 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 19 59 14 13 15 16 420 32 33 267 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 19 59 14 13 15 16 420 32 33 267 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 19 59 14 13 15 16 420 32 33 267 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 19 59 14 13 15 16 420 32 33 267 29 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.47 0.13 0.40 0.33 0.31 0.36 1.00 0.93 0.07 1.00 0.90 0.10 Final Sat.: 745 208 647 533 495 571 1600 1487 113 1600 1443 157 1 II II II I Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.01 0.03 0.03 0.01 0.28 0.28 0.02 0.19 0.18 Crit Moves: **** **** .... .... Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD ti, Prepared By:Transtech Engineers,Inc. I Page 93 of 104 101.04t EAD .„loon Amem.i CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 57. LOS Report Existing Conditions PM PEAK at New Avenue and Emerson Place Existing Conditions Thu Jul 11, 2019 09:52:00 Page 4-1 City of Rosemead Circulation Review Existing Conditions PM Peak Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #2 New Ave at Emerson Place Cycle (sec): 100 Critical Vol./Cap.(X): 0.543 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 36 Level Of Service: A Street Name: New Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 I II II II I Volume Module:PM Peak Base Vol: 25 625 21 106 815 94 124 116 54 33 47 58 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 625 21 106 815 94 124 116 54 33 47 58 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 625 21 106 815 94 124 116 54 33 47 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 625 21 106 815 94 124 116 54 33 47 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 25 625 21 106 815 94 124 116 54 33 47 58 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.79 0.21 1.00 0.68 0.32 1.00 0.45 0.55 Final Sat.: 1600 3096 104 1600 2869 331 1600 1092 508 1600 716 884 I II II II I Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.20 0.07 0.28 0.28 0.08 0.11 0.11 0.02 0.07 0.07 Crit Moves: •+t• «a.. •«t+ **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA (11.°1 CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 94 of 104 OSE EAD lud. ..Sn1.ill loan:\mrrir d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 58. LOS Report Existing Conditions PM PEAK at Jackson Avenue and Garvey Avenue Existing Conditions Thu Jul 11, 2019 09:52:00 Page 5-1 City of Rosemead Circulation Review Existing Conditions PM Peak Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Jackson Ave at Garvey Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.557 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A Street Name: Jackson Ave Garvey Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 2 0 1 1 0 2 0 1 I II II II I Volume Module:PM Peak Base Vol: 21 54 59 56 55 40 77 990 31 47 796 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 54 59 56 55 40 77 990 31 47 796 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 54 59 56 55 40 77 990 31 47 796 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 54 59 56 55 40 77 990 31 47 796 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 54 59 56 55 40 77 990 31 47 796 56 I II li II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.16 0.40 0.44 0.38 0.36 0.26 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 251 645 704 593 583 424 1600 3200 1600 1600 3200 1600 I II II II I Capacity Analysis Module: Vol/Sat: 0.01 0.08 0.08 0.04 0.09 0.09 0.05 0.31 0.02 0.03 0.25 0.04 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD a�illit Prepared By:Transtech Engineers,Inc. Page 95 of 104 cOSE EAD End.,N'1111.111 lots ti 1111‘,.a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 59. LOS Report Existing Conditions PM PEAK at Prospect Avenue and Emerson Place Existing Conditions Thu Jul 11, 2019 09:52:00 Page 6-1 City of Rosemead Circulation Review Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 Prospect Ave at Emerson Place Average Delay (sec/veh): 0.8 Worst Case Level Of Service: A[ 10.0] Street Name: Prospect Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 I II II II I Volume Module:PM Peak Base Vol: 0 0 0 13 0 11 7 199 0 0 129 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 13 0 11 7 199 0 0 129 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 13 0 11 7 199 0 0 129 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 13 0 11 7 199 0 0 129 18 I II II II I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx I II II II I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 351 351 138 147 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 650 577 916 1447 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 648 574 916 1447 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.02 0.00 0.01 0.00 xxxx xxxx xxxx xxxx xxxx I II II II I Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: • * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 748 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.1 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 10.0 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * A * * * * ApproachDel: xxxxxx 10.0 xxxxxx xxxxxx ApproachLOS: * A * * Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD r*( Prepared By:Transtech Engineers,Inc. I Page 96 of 104 OSE EAD [oda\.,,mall ims11 \m1,, CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 60. LOS Report Existing Conditions PM PEAK at Jackson Avenue and Emerson Place Existing Conditions Thu Jul 11, 2019 09:52:00 Page 7-1 City of Rosemead Circulation Review Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection $5 Jackson Ave at Emerson P1 ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.266 Loss Time (sec): 0 Average Delay (sec/veh): 9.4 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Jackson Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I II II II I Volume Module:PM Peak Base Vol: 44 107 50 15 59 10 11 134 47 51 127 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 107 50 15 59 10 11 134 47 51 127 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 107 50 15 59 10 11 134 47 51 127 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 107 50 15 59 10 11 134 47 51 127 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 107 50 15 59 10 11 134 47 51 127 20 I II 11 II 1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.22 0.53 0.25 0.18 0.70 0.12 0.06 0.70 0.24 0.26 0.64 0.10 Final Sat.: 154 375 175 117 462 78 42 506 177 183 455 72 I II II II 1 Capacity Analysis Module: Vol/Sat: 0.29 0.29 0.29 0.13 0.13 0.13 0.26 0.26 0.26 0.28 0.28 0.28 Crit Moves: **** **** **** **** Delay/Veh: 9.6 9.6 9.6 8.7 8.7 8.7 9.3 9.3 9.3 9.5 9.5 9.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.6 9.6 9.6 8.7 8.7 8.7 9.3 9.3 9.3 9.5 9.5 9.5 LOS by Move: A A A A A A A A A A A A ApproachDel: 9.6 8.7 9.3 9.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.6 8.7 9.3 9.5 LOS by Appr: A A A A AllWayAvgQ: 0.3 0.3 0.3 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.3 0.3 ******************************************************************************** Note: Queue reported is the number of cars per lane. ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD �r Prepared By:Transtech Engineers,Inc. I Page 97 of 104 OSE EAD 1udav'�tint.1111CMI I;X111,1,1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 61. LOS Report Existing Conditions PM PEAK at Del Mar Avenue at Emerson Place Existing Conditions Thu Jul 11, 2019 09:52:01 Page 11-1 City of Rosemead Circulation Review Existing Conditions PM Peak Level Of Service Computation Report ICU 1(Loss as Cycle Length 1) Method (Base Volume Alternative) Intersection 19 Del Mar Ave at Emerson Place Cycle (sec): 100 Critical Vol./Cap.(X): 0.561 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A Street Name: Del Mar Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II 1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 1 II 11 II I Volume Module:PM Peak Base Vol: 78 673 32 42 803 96 84 93 69 21 60 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 673 32 42 803 96 84 93 69 21 60 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 673 32 42 803 96 84 93 69 21 60 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 673 32 42 803 96 84 93 69 21 60 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 673 32 42 803 96 84 93 69 21 60 45 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.91 0.09 1.00 1.79 0.21 1.00 0.57 0.43 0.17 0.47 0.36 Final Sat.: 1600 3055 145 1600 2858 342 1600 919 681 267 762 571 I II II II I Capacity Analysis Module: Vol/Sat: 0.05 0.22 0.22 0.03 0.28 0.20 0.05 0.10 0.10 0.01 0.08 0.08 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA � CITY OF ROSEMEAD *(j Prepared By:Transtech Engineers,Inc. I Page 98 of 104 OSE EAD lud.n,tim. l Ingo Amen,.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 62. LOS Report Existing Conditions SUNDAY PEAK at Jackson Avenue and Emerson Place Existing Conditions Thu Jul 11, 2019 12:44:28 Page 5-1 City of Rosemead Circulation Study Existing Conditions Sunday Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection f5 Jackson Ave at Emerson P1 Cycle (sec): 100 Critical Vol./Cap.(X): 0.214 Loss Time (sec): 0 Average Delay (sec/veh): 8.4 Optimal Cycle: 0 Level Of Service: A Street Name: Jackson Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 I II II II I Volume Module:Sunday 12-13 Base Vol: 35 59 49 3 38 14 6 88 30 43 104 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 59 49 3 38 14 6 88 30 43 104 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 59 49 3 38 14 6 88 30 43 104 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 59 49 3 38 14 6 88 30 43 104 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 59 49 3 38 14 6 88 30 43 104 19 I II II II I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.24 0.42 0.34 0.05 0.70 0.25 0.05 0.71 0.24 0.26 0.63 0.11 Final Sat.: 188 317 263 40 511 188 38 557 190 201 487 89 I II II II 1 Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.07 0.07 0.07 0.16 0.16 0.16 0.21 0.21 0.21 Crit Moves: araa **** **** **** Delay/Veh: 8.4 8.4 8.4 7.9 7.9 7.9 8.2 8.2 8.2 8.6 8.6 8.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.4 8.4 8.4 7.9 7.9 7.9 8.2 8.2 8.2 8.6 8.6 8.6 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.4 7.9 8.2 8.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.4 7.9 8.2 8.6 LOS by Appr: A A A A AllWayAvgQ: 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA f CITY OF ROSEMEAD Prepared By:Transtech Engineers,Inc. I Page 99 of 104 i cite AD i.n.tima11 lwn 11111,r1, CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 63. LOS Report Existing Conditions SUNDAY PEAK at New Avenue and Emerson Place Existing Conditions Thu Jul 11, 2019 12:44:26 Page 3-1 City of Rosemead Circulation Study Existing Conditions Sunday Peak Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Base Volume Alternative) Intersection #2 New Ave at Emerson Place Cycle (sec): 100 Critical Vol./Cap.(X): 0.529 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 35 Level Of Service: A *****iii************************************************************************ Street Name: New Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 I II it II I Volume Module:Sunday 12-13 Base Vol: 18 593 19 71 648 112 138 70 66 10 77 73 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 593 19 71 648 112 138 70 66 10 77 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 593 19 71 648 112 138 70 66 10 77 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 593 19 71 648 112 138 70 66 10 77 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 593 19 71 648 112 138 70 66 10 77 73 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.94 0.06 1.00 1.71 0.29 1.00 0.51 0.49 1.00 0.51 0.49 Final Sat.: 1600 3101 99 1600 2728 472 1600 824 776 1600 821 779 I II II II I Capacity Analysis Module: Vol/Sat: 0.01 0.19 0.19 0.04 0.24 0.24 0.09 0.09 0.08 0.01 0.09 0.09 Crit Moves: **** **** **** **** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD 41448a� Prepared By:Transtech Engineers,Inc. I Page 100 of 104 1 il OSE EAD fd,,,,Small,..A......a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 64. LOS Report Existing Conditions SUNDAY PEAK at Prospect Avenue and Emerson Place Existing Conditions Thu Jul 11, 2019 12:44:28 Page 4-1 City of Rosemead Circulation Study Existing Conditions Sunday Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection 04 Prospect Ave at Emerson Place Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A( 9.8) ******************************************************************************** Street Name: Prospect Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 1 0 0 I II II II 1 Volume Module:Sunday 12-13 Base Vol: 0 0 0 4 0 1 7 123 0 0 129 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 4 0 1 7 123 0 0 129 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 4 0 1 7 123 0 0 129 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 4 0 1 7 123 0 0 129 0 I II II II I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowopTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx I II II II I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 266 266 129 129 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 727 643 926 1469 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 725 640 926 1469 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.01 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx I 11 II II 1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 758 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.0 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 9.8 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * • * * A * A * * * * ApproachDel: xxxxxx 9.B xxxxxx xxxxxx ApproachLOS: * A * * ******************************************************************************** Note: Queue reported is the number of cars per lane. *************************iii**************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD fA Prepared By:Transtech Engineers,Inc. I Page 101 of 104 OSE EAD [Odd\S bmall 4rn111 1.111rrii.1 CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 65. LOS Report Existing WITH PROJECT SUNDAY PEAK New Avenue at Emerson Place Existing Plus Project Tue Jul 30, 2019 14:13:26 Page 5-1 City of Rosemead Circulation Review Existing With Temple Project Sunday Peak Hour Level Of Service Computation Report ICU l(Loss as Cycle Length %) Method (Future Volume Alternative) Intersection #2 New Ave at Emerson Place Cycle (sec): 100 Critical Vol./Cap.(X): 0.536 Loss Time (sec): 11 Average Delay (sec/veh): xxxxxx Optimal Cycle: 37 Level Of Service: A ******************************************************************************** Street Name: New Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - 1' - R L - T - R L - T - R L - T - R I II II II I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 I II II II I Volume Module:Sunday 12-13 Base Vol: 18 593 19 71 648 112 138 70 66 10 77 73 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 593 19 71 648 112 138 70 66 10 77 73 Added Vol: 0 0 16 7 0 0 0 2 0 3 0 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 593 35 78 648 112 138 72 66 13 77 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 593 35 78 648 112 138 72 66 13 77 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 593 35 78 648 112 138 72 66 13 77 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 593 35 78 648 112 138 72 66 13 77 74 I II II II I Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.89 0.11 1.00 1.71 0.29 1.00 0.52 0.48 1.00 0.51 0.49 Final Sat.: 1600 3022 178 1600 2728 472 1600 835 765 1600 816 784 I II II II I Capacity Analysis Module: Vol/Sat: 0.01 0.20 0.20 0.05 0.24 0.24 0.09 0.09 0.09 0.01 0.09 0.09 Crit Moves: **** **** **** **** *****************i*********iii*iii********************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA � CITY OF ROSEMEAD r,(r Prepared By:Transtech Engineers,Inc. I Page 102 0f 104 4r OSE EAD 4nl. .,snmu Gncn.1nn•ri,d CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 66. LOS Report Existing WITH PROJECT SUNDAY PEAK Prospect Avenue at Emerson Place Existing Plus Project Tue Jul 30, 2019 14:13:26 Page 6-1 City of Rosemead Circulation Review Existing with Temple Project Sunday Peak Hour Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ***#**#*******k**t**********4**4************#*#*****k*k**k*****4**#4**##4kk***** Intersection #4 Prospect Ave at Emerson Place **********************4444***********444**kiii***tit***4****4***************#*** Average Delay (sec/veh): 0.4 Worst Case Level Of Service: A[ 9.81 ******************************************************************************** Street Name: Prospect Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 1 0 0 I II II II 1 Volume Module:Sunday 12-13 Base Vol: 0 0 0 4 0 1 7 123 0 0 129 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 4 0 1 7 123 0 0 129 0 Added Vol: 0 0 0 0 0 1 0 4 0 0 20 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 4 0 2 7 127 0 0 149 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 4 0 2 7 127 0 0 149 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 4 0 2 7 127 0 0 149 0 I II II II I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx I II II II I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 290 290 149 149 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 705 624 903 1445 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 702 621 903 1445 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.01 0.00 0.00 0.00 xxxx xxxx xxxx xxxx xxxx I II II II 1 Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 758 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.0 xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 9.8 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * A * A * * * * ApproachDel: xxxxxx 9.8 xxxxxx xxxxxx ApproachLOS: * A * *************************************4*****k*************•********************** Note: Queue reported is the number of cars per lane. *********************************************************4****iii#*****4******** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD ,( Prepared By:Transtech Engineers,Inc. I Page 103 of 104 OSE EAD fud.rc.SmaI1 hnrn Anu ri4 a CITY OF ROSEMEAD TRAFFIC IMPACT ANALYSIS FOR TEMPLE PROJECT LOCATED AT 7516 EMERSON PLACE 67. LOS Report Existing WITH PROJECT SUNDAY PEAK at Jackson Avenue and Emerson Place Existing Plus Project Tue Jul 30, 2019 14:13:26 Page 7-1 City of Rosemead Circulation Review Existing With Temple Project Sunday Peak Hour Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #5 Jackson Ave at Emerson PI Cycle (sec): 100 Critical Vol./Cap.(X): 0.235 Loss Time (sec): 0 Average Delay (sec/veh): 8.5 Optimal Cycle: 0 Level Of Service: A ***************r************r***************a*.**r**a******r*********....rats.* Street Name: Jackson Ave Emerson Place Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I II II II I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 1 II II II 1 Volume Module:Sunday 12-13 Base Vol: 35 59 49 3 38 14 6 88 30 43 104 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 59 49 3 38 14 6 88 30 43 104 19 Added Vol: 2 0 0 0 0 1 0 3 0 0 16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 59 49 3 38 15 6 91 30 43 120 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 37 59 49 3 38 15 6 91 30 43 120 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 59 49 3 38 15 6 91 30 43 120 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 59 49 3 38 15 6 91 30 43 120 19 I II II II I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.25 0.41 0.34 0.05 0.68 0.27 0.05 0.72 0.23 0.24 0.66 0.10 Final Sat.: 193 308 256 39 495 196 37 557 184 183 510 81 I II II II I Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.08 0.08 0.08 0.16 0.16 0.16 0.24 0.24 0.24 Crit Moves: **** **** **** **** Delay/Veh: 8.5 8.5 8.5 8.0 8.0 8.0 8.2 8.2 8.2 8.8 8.8 8.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.5 8.5 8.5 8.0 8.0 8.0 8.2 8.2 8.2 8.8 8.8 8.8 LOS by Move: A A A A A A A A A A A A ApproachDel: 8.5 8.0 8.2 8.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.5 8.0 8.2 8.8 LOS by Appr: A A A A AllWayAvgQ: 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 *********r*************.************************•**.*******..*******a*******..r. Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA CITY OF ROSEMEAD ire4 Prepared By:Transtech Engineers,Inc. I Page 104 of 104 0SE EA !udav\tim.,„,„‘,.1.Amenia