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Home My WebLink AboutItem 1 - MP 15-02 DATE: June 23, 2015 TO: Honorable Chairman and Planning Commission FROM: Phil Wray, Deputy Development Services Director/City Engineer Lisa Flores, Planning Services Manager SUBJECT: RESOLUTION NO. 1941 – APPROVING MODIFICATION NO. MP 15-02 WITH A CATEGORICAL EXEMPTION UNDER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) FOR A PARKING MODIFICATION PLAN FOR THE ENTIRE ARCADIA HUB SHOPPING CENTER AT 1201 to 1325 S. BALDWIN AVENUE, and 733, 745 and 815 W. NAOMI AVENUE Recommendation: Adopt Resolution No. 1941 SUMMARY The applicant, Patsy Ma on behalf of Baldwin Arcadia Center, LP, is requesting approval of a parking modification for the entire Arcadia Hub Shopping Center that would replace a requirement for a parking demand study for every tenant change with a parking plan that establishes an administrative process for determining additional parking space needs for tenant changes for a term of five years or until the total number of available spaces is reached, whichever comes first. The plan will not physically expand or alter the existing parking facilities. It is recommended that the Planning Commission approve MP 15-02 and adopt the attached Resolution No. 1941 (Attachment No. 1) that incorporates a finding that this project qualifies as a Categorical Exemption under the California Environmental Quality Act (CEQA), and the requisite findings for approval of a Modification Permit, and the conditions of approval as listed in this staff report. BACKGROUND The Arcadia Hub shopping center was originally constructed in 1957 and fronts Duarte Road, Baldwin Avenue, and Naomi Avenue. The site is approximately 772,134 square feet in area with surface parking and a single deck parking structure adjacent to the Burlington Coat Factory. Major tenants include the Burlington Coat Factory/Baby Depot, L.A. Fitness, Spring Bamboo restaurant, and Vons Pavilions - refer to Attachment No. 2 for an aerial photo and zoning information. The center has 1,138 parking spaces. The Resolution No. 1941 – MP 15-02 Arcadia Hub Shopping Center June 23, 2015 – Page 2 of 7 westerly portion of the center is zoned C-2, General Commercial, and the portion along Baldwin Avenue is zoned C-2 & H4. The parking for the site is deficient by the City’s Code, but there does not appear to be a parking capacity problem. For a development of this size and type, the parking code requirement is generally not realistic because the mix of uses creates a synergy where different uses have different peaks, some uses are underachieved, and a patron may visit more than one tenant using one parking space. All these factors contribute to an overall more efficient use of the parking lot. In the interest of allowing the owner to change out tenants, the City has allowed tenant changes based on parking demand studies that evaluated the overall impact of each proposed tenant on the parking situation. The studies have indicated that overall, there is a sufficient parking supply to meet the increased demands. However, considering the site layout, a significant share of the parking supply is undesirable and inconvenient to the public, behind buildings and on the deck of the parking structure. Because there have been several recent use changes approved, with one being a 15,000 square foot restaurant at 1271 S. Baldwin Avenue, the property owner’s representative was asked to wait on additional requests until all current changes are completed and to determine a more comprehensive way to analyze the parking impact on new use changes. PROPOSAL The request is to replace a requirement for a parking demand study for every tenant change with a parking plan that establishes an administrative process for determining additional parking space needs for tenant changes for a term of five years of until the total number of available spaces are reached, whichever comes first. Arcadia Hub Shopping Center is the largest shopping center outside of Westfield Santa Anita Mall and it is currently has 349,768 square feet of gross leasable area (GLA) and 1,138 parking spaces. The current land uses at this center include: • 157,274 sf of GLA retail • 45,084 sf GLA non-retail (schools, banks, day spa, dental) • 42,020 sf of GLA restaurant • 43,000 sf of GLA health/fitness center (L.A. Fitness) • 62,390 sf of GLA supermarket (Pavilions) The center is unique since it was designed for small retail businesses, it does not have an allowance for non-retail uses built into the parking rate like Westfield Santa Anita Mall does, each use is calculated as a single, standalone use, and the parking requirement does not take into consideration the mix of uses and the different parking demands. Because this center was designed for small retail businesses, it has a high turnover since the tenants do not have the same lifespan as the large established business and those spaces are usually filled with other uses such as real estate office, Resolution No. 1941 – MP 15-02 Arcadia Hub Shopping Center June 23, 2015 – Page 3 of 7 art school, and restaurants. Every parking study that was conducted for this center has shown that the parking demand rates are very low as a whole, versus what the code expects the demand to be, therefore the activity is much lower than an average center of this size and this site does not generate a high level of parking demand. The property owner has prepared a parking plan that establishes a baseline condition of building occupancies and parking utilization, and proposes a method of evaluating future use changes in a conservative and realistic manner. For the purpose of the parking plan, the site parking was divided into eight zones with the number of spaces in each zone, as shown below: The parking data was gathered in October 2014, and it represents a snapshot of the parking conditions after all the permitted use changes were in place and the restaurant activity from the two newest restaurants had leveled out. The plan includes an inventory of the total usable building space and any unoccupied space at the time the parking data was gathered. The parking plan in the master parking study documented the parking demand for weekday and weekend conditions, and the hour-by-hour results per area for both are shown in Attachment No. 3. The weekend results were used as the baseline condition because they reflect the higher usage of the two. The results indicate that the parking demand for the entire site at the weekend 3:00 PM peak hour is 627 spaces. Dividing this number into the total occupied building space of 339,248 square feet (10,520 square feet of space is currently vacant), results in an peak usage of 1.85 spaces for 1,000 square feet. As a comparison, the City code requirement for a regional shopping center is 4.75 spaces per 1,000 square feet. However, for a retail center of this size, the code requires the parking for each use to be calculated separately as a stand-alone need, and results in a total parking requirement of 1,946 spaces. Resolution No. 1941 – MP 15-02 Arcadia Hub Shopping Center June 23, 2015 – Page 4 of 7 Given this information, a conservative and realistic approach was developed to evaluate the feasibility of allowing more parking-intensive use changes. Two factors were proposed to achieve the goal; no additional available parking spaces in zones E-G shall be considered in the plan, and when all other areas reach 90% capacity, the entire parking lot will be considered full. Zones E-G are considered undesirable and inconvenient, and the 90% capacity factor is commonly used in studies of large parking lots. As a result, the baseline data and parameters for the parking plan are as follows: • Total number of parking spaces on site - 1,138 • Number of parking spaces in zones A-D and H - 836 • Number of parking spaces in zones E-G - 302 • Number of unoccupied spaces in zones E-G during peak weekend hour (3:00 PM) eliminated from further consideration - 207 • Number of spaces considered capacity of zones A-D and H (90%) - 752 • Number of occupied parking spaces in zones A-D and H during peak weekend hour (3:00 PM) - 531 • Number of unoccupied parking spaces in zones A-D and H during peak weekend hour (3:00 PM) - 305 • Number of unoccupied parking spaces in zones A-D and H during peak weekend hour to reach capacity (90%) - 221 As a result of eliminating available parking in zones E-G from further consideration, and limiting the capacity to remaining available spaces to 90% of the total, the conservative net number of available spaces out of the 752 spaces is 221. The parking plan then recommends a step-by-step process for evaluating future use changes as follows: • Determine credit for existing use - Use the site specific factor of 1.85 spaces per 1,000 SF • Determine the new use type • Use Arcadia Parking Code rates to determine the number of parking spaces required • Subtract the credit for the existing use from the new requirement • The result is the number of net new parking spaces required Resolution No. 1941 – MP 15-02 Arcadia Hub Shopping Center June 23, 2015 – Page 5 of 7 • Deduct this amount from the available parking supply (starting with 221) • Keep a running total of available parking supply after each new request. No use changes shall be allowed for parking needs exceeding the 221 spaces. The recommendation is to use the parking plan for a period of five years or until the 221 space supply is used up, whichever comes first. At that point, only like for like use changes would be allowed, and the results of this parking plan would need to be analyzed to determine if the parking demand is substantially different. A traffic analysis was also analyzed of the four nearest intersections: • Golden West Avenue and Duarte Road • Baldwin Avenue and Duarte Road • Baldwin Avenue and Naomi Avenue • Baldwin Avenue and Camino Real Avenue The study also took a conservative approach, assumed higher intensity than retail uses for new tenants and the study demonstrated that the programmatic study for the entire shopping center would not generate any significant traffic impacts. FINDINGS Section 9292.1.4 of the Arcadia Municipal Code states that the purpose of the Modification procedures is for the following: 1. Secure an appropriate improvement of a lot; 2. Prevent an unreasonable hardship; or 3. Promote uniformity of development As stated earlier, this center is the second largest shopping center outside of Westfield Santa Anita Mall and the largest neighborhood shopping center in the City, but it is unique in that each use is considered as a standalone use with its own parking rate and based on the mix of uses the center has a very low demand rate as a whole versus what the Code “expects” the demand to be. Therefore, approval of the parking modification to the entire center would replace a requirement for a parking demand study for every tenant change with a parking plan that establishes an administrative process for determining additional parking space requirements on tenant changes for a term of five years of until the total number of spaces are reached, whichever comes first. The new program would be an appropriate improvement to the center since it Resolution No. 1941 – MP 15-02 Arcadia Hub Shopping Center June 23, 2015 – Page 6 of 7 would also allow the property owner to repurpose the buildings with the right mix of uses for this center while still providing the now-required parking requirements for those units. ENVIRONMENTAL ASSESSMENT This project would not physically expand or alter the existing parking facilities, and qualified as a Class 1 Categorical Exemption per the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15301 of the CEQA Guidelines. Refer to Attachment No. 4 for the Preliminary Exemption Assessment. PUBLIC NOTICE/COMMENTS Public hearing notices for this item were mailed to the property owners and tenants of those properties that are located within 300 feet of the subject property. Staff did not receive any comments during the notification period. RECOMMENDATION It is recommended that the Planning Commission conditionally approve the project and find that the project is exempt per CEQA Section 15301, subject to the following conditions of approval. 1. This Parking Plan is approved for evaluating use changes requiring up to an additional 221 parking spaces, or for a five (5) year period, whichever comes first. 2. The management company should regularly post maps to remind their tenants that their employees must be in the designated employee parking areas, as new employees are hired may not be aware of this requirement. 3. The applicant shall defend, indemnify, and hold harmless the City of Arcadia and its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City of Arcadia, its officials, officers, employees or agents to attack, set aside, void, or annul any approval or conditional approval of the City of Arcadia concerning this project and/or land use decision, including but not limited to any approval or conditional approval of the City Council, Planning Commission, Modification Committee, or City Staff, which action is brought within the time period provided for in Government Code Section 66499.37 or other provision of law applicable to this project or decision. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and/or land use decision and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees, and agents in the defense of the matter. Attachment No. 1 Resolution No. 1941 1 RESOLUTION NO. 1941 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ARCADIA APPROVING A MODIFICATION NO. MP 15-02 WITH A CATEGORICAL EXEMPTION UNDER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) FOR A PARKING MODIFICATION PLAN FOR THE ENTIRE ARCADIA HUB SHOPPING CENTER AT 1201 to 1325 S. BALDWIN AVENUE, and 733, 745 and 815 W. NAOMI AVENUE. WHEREAS, in May 2015, Ms. Patsy Ma on behalf of Baldwin Arcadia Center, LP requested approval of a parking modification for the entire Arcadia Hub Shopping Center that would replace a requirement for a parking demand study for every tenant change with a new current parking plan (“Plan”) that establishes an administrative process for determining additional parking space requirements for tenant changes to remain in effect for a period of five years or until all the parking spaces distributed in parking zones A-D and H (752 spaces) have reached capacity based on the current uses, whichever comes first at the Arcadia Hub Shopping Center at 1201 to 1325. S. Baldwin Avenue, and 733, 745 and 815 W. Naomi Avenue, Development Services Department Case No. MP 15-02 (this application is thereafter referred to as the “Project”); and, WHEREAS, on June 2, 2015, Planning Services completed an environmental assessment for the Project in accordance with the California Environmental Quality Act (CEQA), and recommended that the Planning Commission determine the Project is exempt under CEQA per Section 15301 of the CEQA Guidelines because the Project would not physically expand or alter the existing parking facilities; and, 2 WHEREAS, on June 23, 2015, a duly noticed public hearing was held before the Planning Commission on the Project, at which time all interested persons were given full opportunity to be heard and to present evidence. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ARCADIA HEREBY RESOLVES AS FOLLOWS: SECTION 1. That the factual data submitted by the Community Development Division in the staff report dated June 23, 2015 are true and correct. SECTION 2. This Commission finds, based upon the entire record: 1. That the purpose of the Modification procedures is for the following: a. Secure an appropriate improvement of a lot; b. Prevent an unreasonable hardship; or c. Promote uniformity of development FACT: This center is the second largest shopping center outside of Westfield Santa Anita Mall and the largest neighborhood shopping center in the City, but it is unique in that each use is considered as a standalone use with its own parking rate and based on the mix of uses the center has a very low demand rate as a whole versus what the Code “expects” the demand to be. Therefore, approval of the parking modification to the entire center would replace a requirement for a parking demand study for every tenant change with a parking plan that establishes an administrative process for determining additional parking space requirements on tenant changes for a term of five years of until the total number of spaces are reached, whichever comes first. The new program would be an appropriate improvement to the center since it would also allow the property owner to repurpose the buildings with the right mix of uses for this center while still providing the now-required parking requirements for those units. 3 SECTION 3. For the foregoing reasons the Planning Commission hereby determines that the Project is Categorically Exempt per Section 15301 of the CEQA Guidelines, and approves Modification No. MP 15-02 to allow a Parking Modification Plan for the entire Arcadia Hub Shopping Center at 1201 to 1325 S. Baldwin and 733, 745, and 815 W. Naomi Avenue, subject to the conditions of approval attached hereto. SECTION 4. The Secretary shall certify to the adoption of this Resolution. (SIGNATURES ON NEXT PAGE) 5 Conditions of Approval 1. This Parking Plan is approved for evaluating use changes requiring up to an additional 221 parking spaces, or for a five (5) year period, whichever comes first. 2. The management company should regularly post maps to remind their tenants that their employees must be in the designated employee parking areas, as new employees are hired may not be aware of this requirement. 3. The applicant shall defend, indemnify, and hold harmless the City of Arcadia and its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City of Arcadia, its officials, officers, employees or agents to attack, set aside, void, or annul any approval or conditional approval of the City of Arcadia concerning this project and/or land use decision, including but not limited to any approval or conditional approval of the City Council, Planning Commission, Modification Committee, or City Staff, which action is brought within the time period provided for in Government Code Section 66499.37 or other provision of law applicable to this project or decision. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and/or land use decision and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees, and agents in the defense of the matter. 4. Approval of MP 15-02 shall not be of effect unless on or before 30 calendar days after approval of this project, the property owner/applicant has executed and filed with the Community Development Administrator or designee an Acceptance Form available from the Development Services Department to indicate awareness and acceptance of these conditions of approval. Attachment No. 2 Aerial Photo with Zoning Information Disclaimer: This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION 0.1 © City of Arcadia WGS_1984_Web_Mercator_Auxiliary_Sphere 0Miles0.1 3,577 0.06 Legend 1: Arcadia Hub Shopping Center Notes Reported on 06/18/2015 04:01 PM This map was automatically generated using Geocortex Essentials. City Boundary Arcadia City Boundary Sphere of Influence Parcels Cities and Communities Attachment No. 3 Master Parking Study, dated April 3, 2015 and Traffic Impact Study, dated June 3, 2015 Master Parking Study Update Arcadia Hub Commercial Center April 3, 2015 Prepared For: Baldwin Arcadia Center LP 650 West Duarte Road, Suite 1088 Arcadia, CA 91007 Prepared by: 1100 Corporate Center Drive, Suite 201 Monterey Park, California 91754 (323) 260-4703 JB41141 Master Parking Study Update, Arcadia Hub Commercial Center Page ii Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table of Contents 1. INTRODUCTION ..................................................................................................................................... 1 1.1 PROJECT LOCATION .................................................................................................................................................................1 1.2 STUDY DEFINITION ...................................................................................................................................................................1 2. EXISTING CONDITIONS ........................................................................................................................ 4 2.1 EXISTING PARKING UTILIZATION ............................................................................................................................................4 2.2 EXISTING PARKING AVAILABILITY ............................................................................................................................................8 3. PARKING DEMAND AND REQUIREMENTS ..................................................................................... 11 3.1 CITY PARKING CODE REQUIREMENTS ................................................................................................................................. 11 3.2 OTHER PARKING DEMAND RATE SOURCES ........................................................................................................................ 12 4. FUTURE POTENTIAL USES ................................................................................................................. 14 4.1 PARKING DEMAND OF NEAR-TERM PLANNED USES .......................................................................................................... 14 4.2 PARKING DEMAND OF LONG-TERM POTENTIAL RESTAURANT BUILDOUT ..................................................................... 17 4.3 FRAMEWORK FOR ANALYSIS OF FUTURE RESTAURANT USES ............................................................................................ 19 4.4 RECOMMENDED APPLICATION OF FRAMEWORK ................................................................................................................ 22 List of Figures FIGURE 1– PROJECT SITE LOCATION 2 FIGURE 2 – EXISTING SITE PLAN 3 FIGURE 3 – AVERAGE WEEKDAY DAY PARKING DEMAND 6 FIGURE 4 – AVERAGE WEEKEND DAY PARKING DEMAND 7 List of Tables TABLE 1 – AVERAGE WEEKDAY DAY PARKING OCCUPANCY 4 TABLE 2 – AVERAGE WEEKEND DAY PARKING OCCUPANCY 5 TABLE 3 – AVERAGE WEEKDAY DAY – AVAILABLE PARKING SPACES 8 TABLE 4 – AVERAGE WEEKEND DAY – AVAILABLE PARKING SPACES 9 TABLE 5 – HUB SHOPPING CENTER – EXISTING TENANTS 10 TABLE 6 – SHARED PARKING DEMAND ANALYSIS – NEAR-TERM PLANNED USES 16 TABLE 7 – SHARED PARKING DEMAND ANALYSIS – LONG-TERM RESTAURANT BUILDOUT 18 TABLE 8 – PARKING DEMAND REPLACEMENT RATES BY PARKING RATE SOURCE 20 Appendices APPENDIX A – PARKING UTILIZATION COUNTS Master Parking Study Update, Arcadia Hub Commercial Center Page 1 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 1. Introduction This report is a Master Parking Study for the Arcadia Hub Shopping Center. The Center is located on the southwest corner of Duarte Road and Baldwin Avenue in the City of Arcadia. The site has four access driveways on Duarte Road and three access driveways on Naomi Avenue. The project Master Parking Study has the following defined objectives:  Update existing parking demand data for the off-street parking supply at the Hub site.  Update tenant information in terms of existing and pending uses.  Provide a framework for the City to use, with the basis of both a real average parking demand rate for all uses at the site and existing published rates for a limited number of specific uses, to determine without further study the adequacy of parking for new tenants that would have a higher intensity than retail. KOA consulted with the City of Arcadia in the development of the scope of work for this study. Parking demand data collection for the parking study was conducted across seven days. The adequacy of on-site parking was evaluated under three tenant alternatives: 1. Existing Conditions 2. Future Planned Conditions – Existing with planned new near-term future tenants 3. Future Potential – Existing with potential new long-term future tenants The parking study was based on City of Arcadia code parking standards and the ULI Shared Parking methodology, which takes into account time-of-day fluctuations for certain land uses. Other sources such as ITE Parking Generation were also evaluated to provide a comparison of demand for future planned and potential uses at the site. 1.1 Project Location The Hub commercial center is bounded by Duarte Road on the north, Baldwin Avenue on the east, Naomi Avenue on the south, and the President Square Shopping Center and multi-family residential uses on the west. The site addresses are 1201 to 1325 South Baldwin Avenue, and 733, 745 and 815 West Naomi Avenue. Figure 1 illustrates the project site location and the sub-areas used for the analysis of collected parking data. 1.2 Study Definition Future proposed tenants at The Hub site will be restaurant and medical-office uses that replace either vacant spaces or existing retail uses. In order to assess the impact of these new tenants on the existing parking supply over a multi-year timeframe, the City has requested that a master parking study be completed. The near-term tenant changes are expected to happen within the current year of 2015. Figure 2 provides the site plan, the parking layout, and the locations of the commercial spaces. Project Site Location Figure 1 N Not to Scale Master Parking Study Update -The Hub Shopping Commercial Center DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE 1 2 3 4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND Project Location LEGEND N NottoScale TrafficandParkingStudyforArcadiaHubShoppingCenter ParkingSupplyFigure 2 DUARTERD.NAOMIAVE. BALDWINAVE. Pavilions 745W.NaomiAve. 1201 1205 12151225 (VACANT)122712291271 (YiXiangRestaurantexpectedtoopeninSummer2013)1309 1311A1311B 1311C1313 1317 (VACANT) LAFitness1325 A B (VACANT)CE F (VACANT)GHI J KL M A B C D E F G H I K L M N J 815W.NaomiAve. 733W.NaomiAve. Recycling (6ParkingSpacesRemoved) PARKINGSTRUCTURETOPLEVEL PARKINGSTRUCTUREGROUNDLEVELLegend(#)=subareaparkingsupplyinspaces Surveysub-area ShopingCartStorage (64) (36) (181)(311) (182) (51) (215) (98) 24 22 22 22 24 12 14 28 28 14 1226 12 13 26 26 26 26 26 28 36 18108 1010 24 24 8 2 5 6 30 18 3 2 23 54 5454 28 9 5135 51 2222 14 7 2224241625242423 G A DCB E H F X Master Parking Study Update, Arcadia Hub Commercial Center Page 4 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 2.Existing Conditions This section documents the parking demand from the surveys conducted at the Hub site, the parking availability by hour for average weekday and weekend conditions, the weekend/weekend peak hours of parking utilization, and the occupancy of tenant spaces at the time of the parking surveys. 2.1 Existing Parking Utilization Parking survey counts were conducted for this study, in order to document the overall parking utilization of the site, by defined sub-areas, for an average weekday and weekend day. The data collected included seven consecutive days of counts from Saturday, October 18th through Friday, October 24th , 2014. The counts were conducted during the 6:00 a.m. to 11:00 p.m. timeframe on each survey day. Table 1 summarizes this data for an average weekday of data collection on an hourly basis. The demand is broken down by the defined survey sub-areas within the shopping center site. Parking utilization above 85 percent occupancy is shown in bold, red font. As Table 1 illustrates, the highest parking demand was during the 6:00 p.m. hour, when 53 percent of the spaces were occupied. During the weekday parking demand peak, nearly half of the off-street parking spaces within the site remained unoccupied. Table 1 – Average Weekday Day Parking Occupancy Average Weekday ‐ Percent Occupied AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Total Occupancy Supply983111816436512151821138 6:00 AM2%8%11%9%0%18%2%3%6% 7:00 AM4%15%22%19%0%22%3%6%11% 8:00 AM7%25%30%25%11%24%4%10%17% 9:00 AM33%37%44%42%19%37%5%29%30% 10:00 AM46%46%43%41%33%53%11%47%39% 11:00 AM55%50%39%41%39%45%16%57%42% 12:00 PM80%56%36%41%39%39%17%65%47% 1:00 PM87%54%33%34%39%33%18%71%47% 2:00 PM72%51%30%31%39%33%15%70%44% 3:00 PM59%53%41%34%36%33%19%68%45% 4:00 PM62%66%44%41%36%35%20%68%50% 5:00 PM78%68%53%38%39%31%17%64%52% 6:00 PM94%66%57%44%39%24%20%58%53% 7:00 PM98%64%56%45%31%18%19%57%52% 8:00 PM90%62%54%44%25%10%13%45%47% 9:00 PM64%46%43%36%19%6%9%29%34% 10:00 PM45%36%35%33%17%2%4%13%25% 11:00 PM14%22%19%14%8%0%0%4%12% 2. Existing Conditions Master Parking Study Update, Arcadia Hub Commercial Center Page 5 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 2 summarizes the parking occupancy for the average weekend day during the survey, on an hourly basis. The demand is also broken down by the various parking areas within the shopping center. Parking utilization above at 85 percent or higher is shown in bold, red font. As Table 2 illustrates, the highest parking demand occurred during the 3:00 p.m. hour on an average weekend day, when 55 percent of the spaces were occupied. Similar to the average weekday data, approximately half of the parking spaces within the site are available during peak demand times. Table 2 – Average Weekend Day Parking Occupancy Average Weekend ‐ Percent Occupied AreaArea AArea BArea CArea DArea EArea FTop Level (G) Ground Level (H) Total Occupancy Supply983111816436512151821138 7:00 AM2%10%14%9%6%8%2%3%7% 8:00 AM7%24%37%25%11%16%3%7%17% 9:00 AM27%32%42%36%11%27%3%17%25% 10:00 AM51%47%42%39%22%29%10%37%36% 11:00 AM58%52%40%36%28%37%16%56%42% 12:00 PM92%65%37%39%31%35%23%71%52% 1:00 PM94%64%40%38%33%33%24%81%54% 2:00 PM89%64%40%41%28%33%22%79%53% 3:00 PM80%60%44%38%25%33%33%89%55% 4:00 PM76%66%41%31%25%33%29%81%54% 5:00 PM83%56%48%41%25%24%23%76%51% 6:00 PM98%62%45%48%28%8%25%76%54% 7:00 PM99%64%51%41%25%10%22%75%54% 8:00 PM97%48%27%27%25%4%17%67%42% 9:00 PM56%35%14%8%19%2%12%36%26% 10:00 PM26%22%3%5%14%0%7%15%13% 11:00 PM13%16%2%2%3%0%2%6%7% Figures 3 and 4 illustrate the daily parking demand trajectory by hour an average weekday and weekend day. The parking count summary data is provided in Appendix A. Average Weekday Day Parking DemandFigure 3N Master Parking Study Update -The Hub Shopping Commercial CenterDUARTE RD.NAOMI AVE. BALDWIN AVE. Pavilions 745 W. Naomi Ave. 1201 1205 12151225 (VACANT)122712291271 (Yi Xiang Restaurant expectedto open in Summer 2013)1309 1311A1311B 1311C1313 1317 (VACANT) LA Fitness1325 A B (VACANT)CE F (VACANT)GHI J KL M A B C D E F G H I K L M N J 815 W. Naomi Ave. 733 W. Naomi Ave. Recycling (6 Parking Spaces Removed) A(98) B(311)C(311) D(64) E(36) F(51) 24 22 22 22 24 12 14 28 28 14 1226 12 13 26 26 26 26 26 28 36 18108 1010 24 24 8 2 5 6 30 18 3 2 23 54 5454 28 9 5135 51 2222 14 7 2224241625242423 PARKING STRUCTURETOP LEVEL = G(215) PARKING STRUCTUREGROUND LEVEL = H(182)LEGEND A(#) Area“A”withparking spaces# Shoping Cart Storage XX Parking Supply per Segment0% to 29% Parking Demand (Percentage)30% to 44%45% to 59%60% to 74% 75% to 84%85% to 94%95% to 100% Average Weekend Day Parking DemandFigure 4N Master Parking Study Update -The Hub Shopping Commercial CenterDUARTE RD.NAOMI AVE. BALDWIN AVE. Pavilions 745 W. Naomi Ave. 1201 1205 12151225 (VACANT)122712291271 (Yi Xiang Restaurant expectedto open in Summer 2013)1309 1311A1311B 1311C1313 1317 (VACANT) LA Fitness1325 A B (VACANT)CE F (VACANT)GHI J KL M A B C D E F G H I K L M N J 815 W. Naomi Ave. 733 W. Naomi Ave. Recycling (6 Parking Spaces Removed) A(98) B(311)C(311) D(64) E(36) F(51) 24 22 22 22 24 12 14 28 28 14 1226 12 13 26 26 26 26 26 28 36 18108 1010 24 24 8 2 5 6 30 18 3 2 23 54 5454 28 9 5135 51 2222 14 7 2224241625242423 PARKING STRUCTURETOP LEVEL = G(215) PARKING STRUCTUREGROUND LEVEL = H(182)LEGEND A(#) Area“A”withparking spaces# Shoping Cart Storage XX Parking Supply per Segment0% to 29% Parking Demand (Percentage)30% to 44%45% to 59%60% to 74% 75% to 84%85% to 94%95% to 100% 2. Existing Conditions Master Parking Study Update, Arcadia Hub Commercial Center Page 8 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 2.2 Existing Parking Availability Based on the existing shopping center parking demand, the number of available spaces per hour was calculated. As illustrated by the data in Table 3, during an average weekday at 6:00 p.m., when the shopping center experiences its maximum occupancy, there are approximately 534 available parking spaces within the site. Table 3 – Average Weekday Day – Available Parking Spaces Arcadia Hub Shopping Center ‐ Average Weekday ‐ Available Spaces AreaArea AArea BArea CArea DArea EArea FTop Level (G) Ground Level (H)Total Supply983111816436512151821138 6:00 AM962871615836422111771068 7:00 AM942651425236402081711008 8:00 AM91232127483239207163939 9:00 AM66197102372932204130797 10:00 AM5316710338242419197697 11:00 AM4415611138222818078657 12:00 PM2013611638223117964606 1:00 PM1314212142223417753604 2:00 PM2715112644223418254640 3:00 PM4014610742233417558625 4:00 PM3710510138233317258567 5:00 PM22988540223517865545 6:00 PM61057736223917376534 7:00 PM21117935254217478546 8:00 PM1011883362746186100606 9:00 PM35167104412948195129748 10:00 PM54198117433050206158856 11:00 PM842441465533512141751002 As illustrated by the data in Table 4, during an average weekend at 3:00 p.m., when the shopping center experiences its maximum occupancy, there are approximately 511 available parking spaces within the site. 2. Existing Conditions Master Parking Study Update, Arcadia Hub Commercial Center Page 9 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 4 – Average Weekend Day – Available Parking Spaces Arcadia Hub Shopping Center ‐ Average Weekend ‐ Available Spaces AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H)Total Supply983111816436512151821138 7:00 AM962811555834472111771059 8:00 AM91237114483243209170944 9:00 AM72210105413237208151856 10:00 AM48165105392836193114728 11:00 AM4114810941263218080657 12:00 PM810911439253316652546 1:00 PM611110940243416335522 2:00 PM1111310838263416738535 3:00 PM2012310240273414520511 4:00 PM2410510744273415334528 5:00 PM171379538273916543561 6:00 PM21179933264716143528 7:00 PM11128938274616745525 8:00 PM316313347274917860660 9:00 PM43203155592950190117846 10:00 PM73243175613151201154989 11:00 PM852621786335512101711055 Based on the existing parking demand counts, the Hub Shopping Center currently has enough parking available to satisfy its peak parking demand periods on both average weekday and weekend days. Table 5 lists the tenants that occupied the site when the parking surveys were conducted. 2. Existing Conditions Master Parking Study Update, Arcadia Hub Commercial Center Page 10 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 5 – Hub Shopping Center – Existing Tenants AddressExisting Tenant Square FootageAddressExisting Tenant Square Footage S. BALDWIN AVE.745 W. NAOMI AVE. 1201ABurlington Coat Factory100,491 Pavilions62,390 1201BBurlington Coat Factory26,000 815 W. NAOMI AVE. 1201Custom Apparel406 AYushoken [3]1,550 1205Daiso Japan15,000 BAmerican Continental Bank2,280 1207Yamaha3,535 C/DJenny Craig2,400 1215Ann Karen Spa12,500 EBeauty Supply1,550 1225Re-Max3,275 FShabu Shabu1,550 1227New Fusion Restaurant7,200 GAU791,550 1229Bank of America5,857 HHair & SkinCare1,550 1271Yi Xiang Restaurant [1]15,000 IGNC1,550 1309First Commercial Bank4,083 JTime Warner1,550 1311AOrchid Thai Cuisine2,800 KParkland Dental1,550 1311BYong Dong Tofu House2,000 LParkland Dental1,550 1311CVACANT760 MMission Renaissance Art1,550 1313Industrial Arts School4,814 1317VACANT4,000 1325L.A. Fitness43,000 733 W. NAOMI AVE. AStarbucks Expansion600 BStarbucks950 CAT&T665 DSmoke Shop760 EBoutique No. 5564 FRancho Shoe & Vacuum Repair940 GSubway760 HRita's Italian Ice760 IReal Estate Agency760 JVivi Hair Salon760 KCorner Beauty750 LNovelty750 MJC Herbs740 NMorning Glory/FedEx741 Master Parking Study Update, Arcadia Hub Commercial Center Page 11 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 3. Parking Demand and Requirements This section estimates parking demand of the current uses on the Hub site based on ITE Peak Generation peak demand rates and ULI Shared Parking hourly demand breakdowns, for comparison purposes. A singular Hub-specific commercial rate for new uses was also defined based on the surveyed site demand rates and the total floor area of the center. The parking demand rates for the Hub site, based on the conducted parking demand surveys, are as follows. These are demand rates for an average unit of floor area, across all existing Arcadia Hub site uses, including retail, restaurants, medical offices, the gym use, and the supermarket use.  Weekday: 1.78 spaces per 1,000 sq.ft.  Weekend: 1.85 spaces per 1,000 sq.ft. The weekday peak rate is based on a demand of 604 parking vehicles within the 6:00 p.m. hour and the weekend peak rate is based on a demand of 627 parking vehicles within the 3:00 p.m. hour. The occupied/active floor area at the time of the surveys totaled 339,031 square feet. As discussed within the later sub-sections, demand rates from other sources indicate that typical parking demand for a shopping center range from approximately 3.6 to 4.0 spaces per 1,000 sq.ft. The Municipal Code requires a parking supply of 4.75 spaces per 1,000 sq.ft. The disparity between these rates indicates that the Arcadia Hub site as a whole does not generate the high level of parking demand expected from the average neighborhood commercial center. Typical activity is much lower per square foot of area than an average center. The Arcadia Hub Shopping Center, therefore, has a potential to take on a higher percentage of restaurant uses than other similarly-sized centers. Various sources of parking demand rates, applied later in this report to a comparison of potential parking demand, are discussed in the next sub-section. 3.1 City Parking Code Requirements The City of Arcadia Municipal Code defines the following rates for parking requirements, per 1,000 square feet of gross floor area, at specific uses that would apply to the Hub site.  General Office: 4 spaces required  Medical/Dental Office: 6 spaces required  Restaurant (1,500 sq-ft or more): 10 spaces required  Retail/Shopping Center Uses: 4.75 spaces required  Gym (3,000 sq-ft or less): 10 spaces required Supermarket uses are required to provide parking based on the shopping center rate. The Hub site currently provides an off-street parking supply of 1,138 spaces. Applying City Code rates in their raw form, the site is underparked (a deficit results, based on expected demand). The site currently has some vacancies, equating to approximately three percent of the total site floor area. The site, despite the high floor area occupancy, does not generate a high level of parking demand. Based on the site’s mix of uses that allow customers to visit multiple locations in one trip, and the general 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 12 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 intensity of individual uses within the site, overall demand is much lower than that anticipated by City Code requirements. Code requirements generally are defined for single, standalone uses and the mixture of uses provided within a neighborhood shopping center such as the Arcadia Hub site can usually reduce overall parking demand. Other sources of demand rates for parking are discussed within the next sub-section. In the next area of this report, Section 4, the parking demand that is expected to be generated by new planned tenants at the site is discussed, followed by the definition of a framework for future analysis by the City of planned uses. 3.2 Other Parking Demand Rate Sources ITE Parking Generation The Institute of Transportation Engineers’ (ITE) Parking Generation 4th Edition informational report contains empirical data on parking demand rates for various land uses. Below are the parking rates for the average peak period parking demand for the land uses that would most likely apply to future uses at the Arcadia Hub site. The rates listed are for weekday demand:  General Office: 2.84 spaces per 1,000 square feet of floor area  Medical/Dental Office: 3.20 spaces per 1,000 square feet of floor area  Family/Sit-Down Restaurant: 10.6 spaces per 1,000 square feet of floor area  Fast-Food Restaurant: 8.2 spaces per 1,000 square feet of floor area  Retail/Shopping Center Uses: 3.96 spaces per 1,000 square feet of floor area  Gym (3,000 sq.ft. or less): 5.27 spaces per 1,000 square feet of floor area As the list shows, most of the ITE parking rates show a lower demand per 1,000 square feet than the Code-based rates, except for the family/sit-down restaurant use, which is higher. ITE also provides weekend parking demand rates for some of these uses:  Family/Sit-Down Restaurant: 13.5 spaces per 1,000 square feet of floor area  Retail/Shopping Center Uses: 4.67 spaces per 1,000 square feet of floor area  Gym (3,000 sq.ft. or less): 2.89 spaces per 1,000 square feet of floor area Similar to the weekday ITE parking demand rates, the weekend rates are consistently lower than the Code-based rates, except for the family/sit-down restaurant use, which is higher. Urban Land Institute – Shared Parking Another source for parking demand data is the Urban Land Institute’s (ULI) Shared Parking (2nd Edition) methodology. The ULI parking demand rates come from a variety of sources, which include physical surveys and publications. Below are the weekday parking demand rates for the specific land uses that would likely apply to future Hub site uses: 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 13 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015  General Office: 3.8 spaces per 1,000 square feet of floor area  Medical/Dental Office: 4.5 spaces per 1,000 square feet of floor area  Family/Sit-Down Restaurant: 10.5 spaces per 1,000 square feet of floor area  Fast-Food Restaurant: 15 spaces per 1,000 square feet of floor area  Retail/Shopping Center Uses: 3.6 spaces per 1,000 square feet of floor area  Gym (3,000 sq-ft or less): 7 spaces per 1,000 square feet of floor area Weekend rates for these land uses are as follows:  General Office: 0.38 spaces per 1,000 square feet of floor area  Medical/Dental Office: 4.5 spaces per 1,000 square feet of floor area  Family/Sit-Down Restaurant: 15 spaces per 1,000 square feet of floor area  Fast-Food Restaurant: 14 spaces per 1,000 square feet of floor area  Retail/Shopping Center Uses: 4 spaces per 1,000 square feet of floor area  Gym (3,000 sq-ft or less): 5.75 spaces per 1,000 square feet of floor area As with the ITE parking demand rates, most of the rates show a lower demand per 1,000 square feet than the Code-based rates, except for the family/sit-down restaurant use, which is higher. The ULI Shared Parking methodology also documents the daily variation in parking demand for various land uses. These time-of-day factors allow one to calculate the expected peak parking demand by hour for a certain land use. These factors are derived from data provided by shopping center managers, physical surveys, and other parking publications. In using empirical parking demand rates and applying a time-of-day adjustment, the ULI methodology provides more refined overall parking demand calculations. Master Parking Study Update, Arcadia Hub Commercial Center Page 14 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 4. Future Potential Uses This section estimates the future parking demand with new proposed and potential uses for the site. An estimated near-term scenario is analyzed (planned/potential uses added), and a long-term scenario is also analyzed (estimated potential buildout of site restaurant uses). This section also defines a framework for future analysis by the City of future planned restaurant or medical-office uses, two uses very typical to the center outside of the gym, supermarket, and general retail tenants. Site management is planning for new uses within the site for 2015, which would be sit-down restaurant uses and medical-office uses that would replace existing retail or would occupy currently vacant tenant spaces. There is an additional 16,124 square feet of planned new uses, all more intense than retail, that would occupy tenant spaces within both the eastern site building at 1201-1325 S. Baldwin Avenue and the western site building at 815 W. Naomi Avenue. The analysis incorporated City Municipal Code parking rates and ULI use rates. The ULI source is based on the family restaurant rate and adjusted with time-of-day factors (expected proportion of demand per hour). 4.1 Parking Demand of Near-Term Planned Uses KOA conducted a shared parking analysis for the proposed uses based on the Urban Land Institute’s (ULI) Shared Parking (2nd Edition) methodology. The Code-based parking requirements do not take into consideration that land uses have different peak parking demands throughout the day and that the total demand for the site may in fact be accommodated with less parking supply. In addition, parking demand also fluctuates by weekday versus weekend. Thus, a reduction in parking demand due to fluctuations in parking demand by time of day and weekday versus weekend was applied based on the Shared Parking methodology. The planned near-term new site uses would consist of the following changes, within three separate tenant spaces, totaling 16,124 square feet:  A 9,574 square-foot medical-office tenant  A 1,550 square-foot restaurant tenant  A 5,000 square-foot restaurant tenant For this analysis, the expected new sit-down restaurant uses for currently vacant units were adjusted for time-of-day fluctuations based on the ULI methodology. The expected new sit-down restaurant and medical uses in existing retail and office spaces were also adjusted for time-of-day fluctuations. Furthermore, an existing parking demand credit was taken for the uses that would be replaced (retail and office) so that the new parking demand for the expected restaurant and medical uses is not over estimated. Future Potential Uses For purpose of future parking availability, the parking supply within site sub-areas E to G was not considered, and therefore the parking supply total was reduced to 836 spaces. The analysis assumes that functional capacity would be reached when the parking occupancy is at 90 percent. 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 15 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 6 indicates that after all the adjustments have been made, the peak total parking demand for the entire site under the near-term scenario would be as follows:  666 parking spaces occupied (80% occupancy) on an average weekday at 6:00 p.m.  643 parking spaces occupied (77% occupancy) on an average weekend day at 12:00 p.m. Throughout the day, there would be at least 170 parking spaces available on a weekday and 193 spaces available on a weekend day. 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 16 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 6 – Shared Parking Demand Analysis – Near-Term Planned Uses ExistingParking TOTALParkingWEEKDAY Demand SHAREDSurplus/PARKING ACCUMULATION PERCENTAGES [1] TimeOctober PARKING(Deficit)TimeFamilyOfficeMedical of Day2014 DEMAND836 spacesof DayRetailRestaurant 6:00AM701300 4 0 87 749 6:00AM1%25%0%0% 7:00 130250(2)8 0 161 675 7:00 5%50%1%0% 8:00 1993026(5)10 26 286 550 8:00 15%60%20%90% 9:00 3413826(11)12 26 432 404 9:00 35%75%60%90% 10:00 4414329(20)14 29 536 30010:00 65%85%100%100% 11:00 4814529(26)14 29 572 26411:00 85%90%45%100% Noon532509(29)16 9 587 249Noon95%100%15%30% 1:00PM5344526(30)14 26 615 221 1:00PM100%90%45%90% 2:00 4982529(29)8 29 560 276 2:00 95%50%100%100% 3:00 5132329(27)7 29 574 262 3:00 90%45%45%100% 4:00 5712326(27)7 26 626 210 4:00 90%45%15%90% 5:00 5933823(29)12 23 660 176 5:00 95%75%10%80% 6:00 6044019(29)13 19 666*170 6:00 95%80%5%67% 7:00 592409(29)13 9 634 202 7:00 95%80%2%30% 8:00 532404(24)13 4 569 267 8:00 80%80%1%15% 9:00 390300(15)10 0 415 421 9:00 50%60%0%0% 10:00 282280(9)9 0 310 52610:00 30%55%0%0% 11:00 136250 (3)8 0 166 67011:00 10%50%0%0% ExistingParking TOTALParkingWEEKEND Demand SHAREDSurplus/PARKING ACCUMULATION PERCENTAGES [1] TimeOctober PARKING(Deficit)TimeFamilyOfficeMedical of Day2014 DEMAND836 spacesof DayRetailRestaurant 7:00 79130(2)4 0 94 742 7:00 5%25%20%0% 8:00 1942326(3)7 26 247 589 8:00 10%45%60%90% 9:00 2823526(9)11 26 345 491 9:00 30%70%80%90% 10:00 4104529(15)14 29 483 35310:00 50%90%90%100% 11:00 4814529(20)14 29 549 28711:00 65%90%100%100%Noon592509(24)16 9 643 193 Noon80%100%90%30% 1:00PM616430(27)14 0 646 * 190 1:00PM90%85%80%0% 2:00 603330(30)10 0 616 220 2:00 100%65%60%0% 3:00 627200(30)6 0 623 213 3:00 100%40%40%0% 4:00 610230(29)7 0 611 225 4:00 95%45%20%0% 5:00 577300(27)10 0 590 246 5:00 90%60%10%0% 6:00 610350(24)11 0 632 204 6:00 80%70%5%0% 7:00 613350(23)11 0 636 200 7:00 75%70%0%0% 8:00 478330(20)10 0 501 335 8:00 65%65%0%0% 9:00 292150(15)5 0 297 539 9:00 50%30%0%0%10:00 149130(11)4 0 155 68110:00 35%25%0%0% 11:00 8380 (5)2 0 88 74811:00 15%15%0%0% [1] Source: Tables 2-5 and 2-6 from Urban Land Institute Shared Parking, 2nd Edition, 2005. * Hour with maximum parking demand. Medical Tenants Changes Retail Tenants ChangesRetail Tenants Changes Vacant Tenants to Restaurant Restaurant Tenants Changes Restaurant Tenants Changes Vacant Tenants to Medical WEEKEND SITE PARKING ACCUMULATIONWEEKDAY SITE PARKING ACCUMULATION Vacant Tenants to Restaurant Vacant Tenants to Medical Medical Tenants Changes 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 17 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 4.2 Parking Demand of Long-Term Potential Restaurant Buildout This report sub-section analyzes a potential future site scenario with restaurant uses added to the site to a point where total site parking demand is at its operational maximum for the entire Hub site. This maximum was defined as approximately 90% occupancy of all on-site parking. Some areas of the site would experience 100 percent occupancy, while parking would likely remain available at the periphery of the site. It is assumed for this scenario that these restaurant tenants would occupy either existing retail or vacant spaces. The existing gym, supermarket, medical office, and restaurant spaces would remain. Restaurants experience consistently higher parking demand than do retail uses. In order to avoid the parking demand increase exceeding a 90% site occupancy rate, an additional 17,450 square feet of existing retail uses can be converted to sit-down restaurant use. The total restaurant development potential is 24,000 square feet of floor area (6,550 square feet in the near-term and 17,450 square feet in the long-term). In transitioning to a restaurant use from lower-intensity land uses, there is only a limited amount of square feet that can be converted before parking demand is higher than the site supply. If exceeding the supply, demand would create a spillover and on-street parking or parking within adjacent commercial properties would be utilized for supply, creating significant impacts beyond the site. Table 7 indicates that after all the adjustments have been made, the peak total parking demand for the entire site would as follows:  727 occupied parking spaces (87% occupancy) on a weekday at 6:00 p.m.  751 occupied parking spaces (90% occupancy) on a weekend at 12:00 p.m. Throughout the day, there would be at least 109 parking spaces available on a weekday and 85 spaces available on a weekend day. 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 18 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 7 – Shared Parking Demand Analysis – Long-Term Restaurant Buildout ExistingParking TOTALParkingWEEKDAY Demand SHAREDSurplus/PARKING ACCUMULATION PERCENTAGES [1] TimeOctober PARKING(Deficit)TimeFamilyOfficeMedical of Day2014 DEMAND836 spacesof DayRetailRestaurant 6:00AM70130(1)48 0 130 706 6:00AM1%25%0%0% 7:00 130250(6)95 0 244 592 7:00 5%50%1%0% 8:00 1993026(17)114 26 378 458 8:00 15%60%20%90% 9:00 3413826(40)143 26 534 302 9:00 35%75%60%90% 10:00 4414329(73)162 29 631 20510:00 65%85%100%100% 11:00 4814529(96)171 29 659 17711:00 85%90%45%100% Noon532509(107)190 9 683 153Noon95%100%15%30% 1:00PM5344526(113)171 26 689 147 1:00PM100%90%45%90% 2:00 4982529(107)95 29 569 267 2:00 95%50%100%100% 3:00 5132329(102)86 29 578 258 3:00 90%45%45%100% 4:00 5712326(102)86 26 630 206 4:00 90%45%15%90% 5:00 5933823(107)143 23 713 123 5:00 95%75%10%80% 6:00 6044019(107)152 19 727*109 6:00 95%80%5%67% 7:00 592409(107)152 9 695 141 7:00 95%80%2%30% 8:00 532404(90)152 4 642 194 8:00 80%80%1%15% 9:00 390300(57)114 0 477 359 9:00 50%60%0%0% 10:00 282280(34)105 0 381 45510:00 30%55%0%0% 11:00 136250 (11)95 0 245 59111:00 10%50%0%0% ExistingParking TOTALParkingWEEKEND Demand SHAREDSurplus/PARKING ACCUMULATION PERCENTAGES [1] TimeOctober PARKING(Deficit)TimeFamilyOfficeMedical of Day2014 DEMAND836 spacesof DayRetailRestaurant 7:00 79130(6)48 0 134 702 7:00 5%25%20%0% 8:00 1942326(11)86 26 318 518 8:00 10%45%60%90% 9:00 2823526(34)133 26 442 394 9:00 30%70%80%90% 10:00 4104529(57)171 29 598 23810:00 50%90%90%100% 11:00 4814529(73)171 29 653 18311:00 65%90%100%100%Noon592509(90)190 9 751*85 Noon80%100%90%30% 1:00PM616430(102)162 0 719 117 1:00PM90%85%80%0% 2:00 603330(113)124 0 647 189 2:00 100%65%60%0% 3:00 627200(113)76 0 610 226 3:00 100%40%40%0% 4:00 610230(107)86 0 612 224 4:00 95%45%20%0% 5:00 577300(102)114 0 619 217 5:00 90%60%10%0% 6:00 610350(90)133 0 688 148 6:00 80%70%5%0% 7:00 613350(85)133 0 696 140 7:00 75%70%0%0% 8:00 478330(73)124 0 562 274 8:00 65%65%0%0% 9:00 292150(57)57 0 307 529 9:00 50%30%0%0%10:00 149130(40)48 0 170 66610:00 35%25%0%0% 11:00 8380 (17)29 0 103 73311:00 15%15%0%0% [1] Source: Tables 2-5 and 2-6 from Urban Land Institute Shared Parking, 2nd Edition, 2005. * Hour with maximum parking demand. Medical Tenants Changes Retail Tenants ChangesRetail Tenants Changes Vacant Tenants to Restaurant Restaurant Tenants Changes Restaurant Tenants Changes Vacant Tenants to Medical WEEKEND SITE PARKING ACCUMULATIONWEEKDAY SITE PARKING ACCUMULATION Vacant Tenants to Restaurant Vacant Tenants to Medical Medical Tenants Changes 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 19 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 4.3 Framework for Analysis of Future Restaurant Uses The parking demand rates for the Hub site, based on the conducted parking demand surveys, are as follows:  Weekday: 1.78 spaces per 1,000 sq.ft.  Weekend: 1.85 spaces per 1,000 sq.ft. The weekday peak rate is based on a demand of 604 parking vehicles within the 6:00 p.m. hour and the weekend peak rate is based on a demand of 627 parking vehicles within the 3:00 p.m. hour, and the occupied/active floor area (at the time of the surveys) of 339,031 square feet. The parking rates for three proposed land uses (sit-down restaurant, fast-food restaurant, and medical- office) were reviewed to assess the impact their addition to the Hub site would have on parking utilization. In order to verify that off-street parking would be available for the new land uses, parking rates applied to the analysis need to be adjusted to correctly factor existing parking demand from the retail uses they would be replacing. This was done for the respective parking rates of the three potential new land uses (sit-down restaurant, fast-food restaurant, and medical office). The Replacement Rate or Additional Parking Spaces Rate would account for not only the additional parking demand from the new land use, but would also provide a credit for the existing parking demand of the replaced retail land use; this will result in a more refined parking demand estimate that would not necessitate an overparking of the site. Three following tables provide the rates for each of the land uses for each parking rate source. Note that if one of these proposed land uses are to be occupied in a vacant space, the land use’s parking rate would be used to calculate parking demand, not the replacement rate. The rates are per 1,000 square feet of gross floor area:  Table 8 – Application of City Code Rates – The “Rate’ column provides the City Code rate per 1,000 square feet for each indicated use, the “Retail Rate’ column provides the City Code rate for retail uses, and the “Replacement Rate” column provide the difference in rates (applying to the replacement of existing retail uses by these more intense uses).  Table 9 – Application of ITE Rates – Columns are provided for weekday and weekend periods. The “ITE Rate’ column provides the ITE Code rate per 1,000 square feet for each indicated use, the “Retail Rate’ column provides the related rate for retail uses, and the “Replacement Rate” column provide the difference in rates.  Table 9 – Application of ULI Rates – Columns are provided for weekday and weekend periods. The “ULI Rate’ column provides the ITE Code rate per 1,000 square feet for each indicated use, the “Retail ULI Rate’ column provides the related rate for retail uses, and the “Replacement Rate” column provide the difference in rates. City Code rates relate to the peak parking demand for either weekday or weekend periods. The City Code does not differentiate between sit-down and fast-food restaurants, but the other applied sources do. Application of fast-food rates should be considered for high-volume chain coffee shops, sandwich shops, and some fast-casual tenants such as newer chain pizza establishments. 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 20 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 8 – Parking Demand Rates Menu – City Code Sit-Down/Family Restaurants104.755.25Fast-Food Restaurants104.755.25Medical-Office Uses64.751.25Retail Rate RateReplacement Rate City Code Rates Land Use Table 9 – Parking Demand Rates Menu – ITE Sit-Down/Family Restaurants10.62.947.6613.52.8710.63Fast-Food Restaurants8.22.945.2613.52.8710.63Medical-Office Uses3.22.940.263.22.870.33ITE Parking Generation Rates Land Use Replacement Rate ITE RateRetail ITE RateITE RateRetail ITE RateWeekdayWeekend Replacement Rate Rates taken from Parking Generation (3 rd edition), published by the Institute of Transportation Engineers (ITE). 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 21 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Table 10 – Parking Demand Rates Menu – ULI Sit-Down/Family Restaurants10.53.66.915411Fast-Food Restaurants153.611.414410Medical-Office Uses4.53.60.94.540.5ULI Parking Rates Land Use Replacement Rate Retail ULI Rate ULI Rate Replacement Rate Retail ULI Rate ULI Rate WeekdayWeekend Rates taken from Shared Parking (2 ne edition), published by the Ur ban Land Institute (ULI). 4. Future Potential Uses Master Parking Study Update, Arcadia Hub Commercial Center Page 22 Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 4.4 Recommended Application of Framework It is recommended that the rate options provided here, and the ranges of potential demand provided by the City Code, ITE, and ULI sources be reviewed by the City of Arcadia for future proposed restaurant tenants. The following steps should be taken as part of this City review:  Determine credit for existing use, and multiply the applicable lease area by 1.85 spaces per 1,000 SF  Determine the new use type  Multiply by the Arcadia Municipal Code parking rate  Subtract the credit for the existing use (net new parking requirement)  Subtract this amount from the available parking supply in number of spaces (752 spaces, calculated from a base supply of 836 spaces within parking survey sections A-D and H, as defined for this report, multiplied by a 90 percent occupancy factor)  Keep a running total of available parking credits Some conditions that could be considered by the City, as new uses are evaluated, are as follows:  If a sector reaches or exceeds the available supply, consider conditioning the applicant with improved directional signage for that sector of the site to direct drivers to other areas of available spaces within the site and/or the upper level of the parking structure.  Also consider, based on the severity of the change in available supply, encouragement of employees to use parking at rear of commercial buildings at north and west ends of the site, parking along the periphery of the southern site frontage, and the upper level of the parking structure. Master Parking Study Update, Arcadia Hub Commercial Center Appendices Prepared for Baldwin Arcadia Center, LP JB41141 April 3, 2015 Appendix A Parking Survey – Demand Data Summaries Monday Parking UtilizationDate:10/20/14 AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Supply98311181643651215182 6:00 AM1231760536 7:00 AM338331008713 8:00 AM7914314410925 9:00 AM2810975299171552 10:00 AM49136873112262479 11:00 AM48136612412202895 12:00 PM641576025131830109 1:00 PM881695720141834122 2:00 PM701665419151729121 3:00 PM781189121101948140 4:00 PM702078723111740132 5:00 PM7920411320111530125 6:00 PM9122011828101331116 7:00 PM8819496278337100 8:00 PM621798025732159 9:00 PM571317622721846 10:00 PM551247222721531 11:00 PM188932163048 Tuesday Parking UtilizationDate:10/21/14 AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Supply98311181643651215182 6:00 AM2362780435 7:00 AM5523313010512 8:00 AM7595416213817 9:00 AM36947629315858 10:00 AM4713065267332182 11:00 AM491497226102233111 12:00 PM641385727102131117 1:00 PM911545024112240133 2:00 PM66147532191733123 3:00 PM431635519101835124 4:00 PM522005929122232126 5:00 PM632198025141539103 6:00 PM91177982614104788 7:00 PM9819510930101238101 8:00 PM9220111034872193 9:00 PM611548527651653 10:00 PM491156425621021 11:00 PM155037134109 Wednesday Parking UtilizationDate:10/22/14 AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Supply98311181643651215182 6:00 AM22217601365 7:00 AM4434216012912 8:00 AM106050142141120 9:00 AM2811088258201661 10:00 AM38147762614252576 11:00 AM54146632415233798 12:00 PM811756627151838115 1:00 PM721706823141244124 2:00 PM661525522171434121 3:00 PM521676928151437126 4:00 PM551897928141348115 5:00 PM771919329141543112 6:00 PM982041023413940104 7:00 PM962001053613104391 8:00 PM9820110933913974 9:00 PM591386420611938 10:00 PM2997622060615 11:00 PM9432585013 J:\2014\JB41141 Arcad HubShopCtr PkgUpdate\Documents\Tables\Parking Demand ‐ Demand01/20/15 Thursday Parking UtilizationDate:10/23/14 AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Supply98311181643651215182 6:00 AM4221660947 7:00 AM74142130111014 8:00 AM7997221710819 9:00 AM291227127722943 10:00 AM49139832312232794 11:00 AM691718129162140112 12:00 PM911917826132246133 1:00 PM831675825151635139 2:00 PM681645522131731155 3:00 PM43152712215174192 4:00 PM611948527141949111 5:00 PM76219942316194399 6:00 PM872089929151645104 7:00 PM9820611234121042109 8:00 PM9018210326763174 9:00 PM561349028412241 10:00 PM20110651941614 11:00 PM6574171004 Friday Parking UtilizationDate:10/24/14 AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Supply98311181643651215182 6:00 AM21822501432 7:00 AM15444901446 8:00 AM5855014312312 9:00 AM381368527920946 10:00 AM42168802615282593 11:00 AM491757227172739106 12:00 PM922126223192337117 1:00 PM891856520181539129 2:00 PM851725918181939121 3:00 PM722268621131839139 4:00 PM692398922141846137 5:00 PM842349823161632148 6:00 PM9322310423161146116 7:00 PM98207872011844120 8:00 PM98201862014635110 9:00 PM8416371181142687 10:00 PM66120561882738 11:00 PM219439340212 Saturday Parking UtilizationDate:10/18/14 AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Supply98311181643651215182 7:00 AM4322672353 8:00 AM11797118611816 9:00 AM3912480266211139 10:00 AM64175863010232975 11:00 AM651908128132737110 12:00 PM932227327162548141 1:00 PM932207724182350160 2:00 PM822178023122548155 3:00 PM80191782492073175 4:00 PM822227516102566158 5:00 PM7916810030111657156 6:00 PM97195843512351167 7:00 PM9520189249356171 8:00 PM96138551210245154 9:00 PM51108396803170 10:00 PM206664601522 11:00 PM11513220710 J:\2014\JB41141 Arcad HubShopCtr PkgUpdate\Documents\Tables\Parking Demand ‐ Demand01/20/15 Sunday Parking UtilizationDate:10/19/14 AreaArea AArea BArea CArea DArea EArea F Top Level (G) Ground Level (H) Supply98311181643651215182 7:00 AM0272641427 8:00 AM26963132537 9:00 AM1377721926322 10:00 AM351166520671460 11:00 AM4813663176103394 12:00 PM87182612361150119 1:00 PM91179662361153133 2:00 PM9217866288947132 3:00 PM76184802381367149 4:00 PM6618973237858138 5:00 PM8218071226842122 6:00 PM9419380268457111 7:00 PM9819795278639103 8:00 PM931584121722889 9:00 PM58108123511959 10:00 PM297062401334 11:00 PM15463000211 J:\2014\JB41141 Arcad HubShopCtr PkgUpdate\Documents\Tables\Parking Demand ‐ Demand01/20/15 Traffic Impact Study Arcadia Hub Shopping Center – Near-Term Tenant Changes June 3, 2015 Prepared For: Baldwin Arcadia Center LP 650 West Duarte Road, Suite #1088 Arcadia, CA 91007 (626) 821-3448 Prepared by: 1100 Corporate Center Drive, Suite 201 Monterey Park, California 91754 (323) 260-4703 JB41141 Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page ii Table of Contents 1. INTRODUCTION ..................................................................................................................................... 1 1.1 PROJECT LOCATION .................................................................................................................................................................1 1.2 PROJECT DESCRIPTION .............................................................................................................................................................1 1.3 PROJECT STUDY AREA ..............................................................................................................................................................4 1.4 ANALYSIS METHODOLOGY ......................................................................................................................................................4 2. EXISTING CONDITIONS ....................................................................................................................... 8 2.1 EXISTING ROADWAY SYSTEM ..................................................................................................................................................8 2.2 EXISTING TRANSIT SERVICE ................................................................................................................................................... 10 2.3 EXISTING INTERSECTION LEVELS OF SERVICE ....................................................................................................................... 10 3. CUMULATIVE WITHOUT-PROJECT CONDITIONS ....................................................................... 13 3.1 AMBIENT GROWTH ................................................................................................................................................................ 13 3.2 AREA/CUMULATIVE PROJECTS ............................................................................................................................................... 13 3.3 PLANNED ROADWAY IMPROVEMENTS .................................................................. ERROR! BOOKMARK NOT DEFINED. 3.4 CUMULATIVE WITHOUT-PROJECT INTERSECTION OPERATIONS ....................................................................................... 16 4. CUMULATIVE WITH-PROJECT CONDITIONS ............................................................................... 18 4.1 PROJECT TRIP GENERATION ................................................................................................................................................. 18 4.2 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT ................................................................................................................ 18 5. PROJECT TRAFFIC IMPACTS AND MITIGATION MEASURES ..................................................... 22 5.1 METHODOLOGY FOR STUDY INTERSECTION IMPACTS ....................................................................................................... 22 5.2 DETERMINATION OF SIGNIFICANT IMPACTS ........................................................................................................................ 22 6. SUMMARY AND RECOMMENDATIONS .......................................................................................... 23 Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page iii List of Figures FIGURE 1 – PROJECT SITE LOCATION 2 FIGURE 2 – EXISTING SITE PLAN 3 FIGURE 3 – STUDY INTERSECTION LOCATIONS 5 FIGURE 4 – EXISTING INTERSECTION GEOMETRY 9 FIGURE 5 – AREA TRANSIT LINES 11 FIGURE 6 – EXISTING TRAFFIC VOLUMES 12 FIGURE 7 – AREA PROJECT LOCATIONS 15 FIGURE 8 – CUMULATIVE WITHOUT-PROJECT TRAFFIC VOLUMES 17 FIGURE 9 – PROJECT TRIP ASSIGNMENT 19 FIGURE 10 – CUMULATIVE WITH-PROJECT TRAFFIC VOLUMES 21 List of Tables TABLE 1 – LEVEL OF SERVICE DEFINITIONS 7 TABLE 2 – DESCRIPTION OF STUDY AREA ROADWAYS 8 TABLE 3 – SUMMARY OF AREA TRANSIT LINES 10 TABLE 4 – INTERSECTION PERFORMANCE – EXISTING CONDITIONS 10 TABLE 5 – AREA PROJECTS TRIP GENERATION5N 13 TABLE 6 – STUDY INTERSECTION OPERATIONS – CUMULATIVE WITHOUT-PROJECT CONDITIONS 16 TABLE 7 – PROPOSED PROJECT TRIP GENERATION 18 TABLE 8 – INTERSECTION PERFORMANCE – CUMULATIVE WITH-PROJECT CONDITIONS 20 TABLE 9 – DETERMINATION OF CUMULATIVE WITH-PROJECT IMPACTS 22 Appendices APPENDIX A – TRAFFIC COUNTS APPENDIX B – INTERSECTION LEVEL OF SERVICE WORKSHEETS Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 1 1. Introduction This report summarizes a traffic impact analysis prepared by KOA for the Arcadia Hub Shopping Center. The site is located on the southwest corner of Duarte Road and Baldwin Avenue in the City of Arcadia, California. The traffic analysis evaluates any potential impacts that may occur at the surrounding intersections because of the planned near-term change in some existing tenant spaces at the Hub site from retail or vacant to restaurant and medical-office uses. The related change in site uses results in the project generating more than 50 net new p.m. peak hour trips. Therefore, the project near-term trip generation was documented for the a.m. and p.m. periods, and the impact analysis focused on the p.m. peak hour. Key tasks undertaken for the updated traffic analysis included: 1) trip generation forecasts of the proposed project, 2) assignment of project-generated trips to the study area roadway system, and 3) evaluation of the level of service with the inclusion of cumulative and project traffic at the study locations. KOA coordinated with engineering staff at the City of Arcadia before finalizing the scope of work for this study. A separate project parking analysis, for the same near-term tenant changes, was completed by KOA on April 3, 2015. 1.1 Project Location The Arcadia Hub Shopping Center is bounded by Duarte Road on the north, Baldwin Avenue on the east, Naomi Avenue on the south, and the President Square Shopping Center and multi-family residential uses on the west. The site addresses are 1313 & 1317 S. Baldwin Avenue, 1205A S. Baldwin Avenue, and 815 W. Naomi Avenue. Figure 1 illustrates the project site location. 1.2 Project Description The proposed project involves the following planned tenant changes:  5,000 square feet of new restaurant (karaoke bar, 1205A S. Baldwin Avenue);  An additional 1,550 square feet of new restaurant within a separate tenant space (815 West Naomi Avenue); and  9.574 square feet of new medical office use (1313 & 1317 S. Baldwin Avenue). Within these areas, a total of 6,364 square feet is occupied by existing active retail tenants. This active use was included in the trip generation credit totals, to properly analyze the incremental impact of the overall change from the existing use or vacant use to the proposed use. The project is anticipated to be open within the current year of 2015. Figure 2 provides the existing project site plan. The shopping center site provides vehicular access via four driveways on Duarte Road and three driveways on Naomi Avenue. Project Site Location Figure 1 N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND Project Location LEGEND N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant ChangesDUARTE RD.NAOMI AVE. Pavilions 745 W. Naomi Ave. 1205 1317 LA Fitness1325 A (VACANT) B C D E F G H I K L M N J 733 W. Naomi Ave. Recycling (6 Parking Spaces Removed) (VACANT)1227122912711309 1311A1311B Existing Site PlanFigure 2 BALDWIN AVE. 1201 121512251311C1313 ABCEF GHI J KL M 815 W. Naomi Ave. 1. Introduction Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 4 1.3 Project Study Area This traffic study update analyzed conditions with the project at four study roadway intersections. All of the intersections are controlled by traffic signals. The intersections are listed below and illustrated on Figure 3. 1. Golden West Avenue and Duarte Road 2. Baldwin Avenue and Duarte Road 3. Baldwin Avenue and Naomi Avenue 4. Baldwin Avenue and Camino Real Avenue 1.4 Analysis Methodology Study Scenarios Weekday AM and PM peak hour traffic operations were evaluated at the study intersections for the following traffic scenarios:  Existing  Cumulative without-Project  Cumulative with-Project Existing Conditions The City provided recent counts for the two Duarte Road study intersections, which were conducted on December 10, 2014 and December 11, 2014. KOA supplemented that count source with two new counts at the Baldwin Avenue/Naomi Avenue and Baldwin Avenue/Camino Real Avenue intersections, which were conducted on May 6, 2015. The traffic count summaries are provided in in Appendix A of this report. Fieldwork within the project study area was undertaken by KOA to verify the existing conditions of study roadways such as traffic control characteristics, approach lane configurations at each study intersection, on-street parking restrictions, and locations of transit stops. The existing level of service (LOS) at each of the study intersections is discussed in Section 2 of this report. N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE 4 Project Location Study IntersectionX LEGEND Study Intersection Locations Figure 3 1. Introduction Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 6 Cumulative without-Project Conditions Typically, an ambient/background traffic growth rate that takes into account regional traffic growth in the study area is applied to the existing traffic volumes to determine base traffic volume conditions. However, the proposed near-term tenant changes are anticipated to be completed within 2015, which is the current year. An ambient traffic growth rate therefore was not added to analyze existing plus- project conditions. Traffic from cumulative/area projects (approved or pending approval) within the City of Arcadia, however, was included in the analysis. Daily and peak hour trips that would be generated from each of the area projects were computed based on trip rates from the Trip Generation (9th Edition). The cumulative project traffic volumes were added to the existing traffic volumes. Operations at the study intersections under this scenario are discussed in Section 3 of this report. Project Trip Generation and Distribution The project trip generation was calculated using trip rates based on the Institute of Transportation Engineers (ITE) Trip Generation (9th Edition). The trip distribution is based on development trends in the area, local and sub-regional traffic routes, regional traffic flows, and the focused study area. The methodology utilized for the project trip generation and distribution calculations is discussed in Section 4 of this report. Cumulative with-Project Conditions Based on the traffic from the proposed project, volumes for the without-Project and with-Project conditions scenarios were analyzed. Operations at the study intersections are discussed in Section 4 of this report. Level of Service Methodology For analysis of level of service at signalized intersections, the Intersection Capacity Utilization (ICU) methodology was utilized. The concept of roadway level of service under the ICU methodology is calculated as the volume of vehicles that pass through the facility divided by the capacity of that facility. A facility is “at capacity” (volume-to-capacity of 1.00 or greater) when extreme congestion occurs. This volume-to-capacity (v/c) ratio value is based upon volumes by lane and approach lane configuration. For this analysis, a lane capacity of 1,550 vehicles per hour per lane for all through lanes and single turn lanes and a total loss time of 10% were used. Level of service values range from LOS A to LOS F. LOS A indicates excellent operating conditions with little delay to motorists, whereas LOS F represents congested conditions with excessive vehicle delay. LOS E is typically defined as the operating “capacity” of a roadway. Table 1 defines the level of service criteria. 1. Introduction Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 7 Table 1 – Level of Service Definitions SignalizedStop-Controlled Intersection IntersectionAverage Stop Delay Volume/CapacityPer Vehicle (Sec/Veh) Ratio (ICU)(HCM) A Excellent operation. All approaches to the intersection appear quite open, turning movements are easily made, and nearly all drivers find freedom of operation. 0.000 - 0.600≤10 B Very good operation. Many drivers begin to feel somewhat restricted within platoons of vehicles. This represents stable flow. An approach to an intersection may occasionally be fully utilized and traffic queues start to form. 0.601 - 0.700>10 - 15 C Good operation. Occasionally backups may develop behind turning vehicles. Most drivers feel somewhat restricted. 0.701 - 0.800>15 - 25 D Fair operation. There are no long-standing traffic queues. This level is typically associated with design practice for peak periods. 0.801 - 0.900>25 - 35 E Poor operation. Some long standing vehicular queues develop on critical approaches.0.901 - 1.000>35 - 50 F Forced flow. Represents jammed conditions. Backups from locations downstream or on the cross street may restrict or prevent movements of vehicles out of the intersection approach lanes; therefore, volumes carried are not predictable. Potential for stop and go type traffic flow. Greater than 1.000>50 Source:Highway Capacity Manual, Special Report 209, Transportation Research Board, Washington D.C., 2000 and Interim Materials on Highway Capacity, NCHRP Circular 212, 1982 LOSDefinition Level of Service Analysis The City of Arcadia traffic impact standards include the following thresholds for significant impacts, based on computed volume-to-capacity (V/C) ratios and level of service (LOS) values:  When traffic generated by the project causes a signalized or unsignalized intersection to move to LOS E or F from LOS D or better, or  When an intersection already at LOS E or F is worsened by 0.02 or greater change in volume/capacity ratio due to traffic added by the project. Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 8 2. Existing Conditions This section documents the existing traffic conditions in the study area. The discussion presented here is limited to specific roadways in the project’s vicinity. 2.1 Existing Roadway System A description of the roadways that are approaches to the study intersections are summarized in Table 2. Table 2 – Description of Study Area Roadways North Side /South Side / East SideWest Side North of Duarte Road3022StripedNP - Red CurbNP - Red CurbCommercial Betw. Duarte Road and Naomi Ave3022Striped1 Hr 8a.m. to 6p.m.1 Hr 8a.m. to 6p.m.Commercial South of Naomi Ave3022Striped1 Hr 9a.m. to 6p.m.1 Hr 9a.m. to 6p.m.Commercial West of Golden West Ave3522StripedNo RestrictionsNo RestrictionsResidential Betw. Golden West Ave and Baldwin Ave 3522Striped NP - Red Curb / No Restrictions NP - Red Curb / No Restrictions Commercial / Residential East of Baldwin Ave3522StripedNP - Red CurbNP - Red Curb Commercial / Medical Office / Residential North of Duarte Road3011StripedNo RestrictionsNo RestrictionsResidential Betw. Duarte Road and Naomi Ave3011StripedNo RestrictionsNo RestrictionsRetail / Residential South of Naomi Ave3011StripedNo RestrictionsNo RestrictionsResidential West of Golden West Ave2511StripedNo RestrictionsNo RestrictionsResidential Betw. Golden West Ave and Baldwin Ave 2511StripedNo RestrictionsNo RestrictionsRetail / Residential East of Baldwin Ave2511Not StripedNo RestrictionsNo Restrictions Commercial / Medical Office / Residential West of Golden West Ave2511StripedNo RestrictionsNo RestrictionsResidential Betw. Golden West Ave and Baldwin Ave 2511StripedNo RestrictionsNo RestrictionsRetail / Residential East of Baldwin Ave2511StripedNo RestrictionsNo RestrictionsRetail / Residential NP - No Parking NAOMI AVENUE - Local Road DUARTE ROAD - Secondary Arterial BALDWIN AVENUE - Primary Arterial # LanesMedian Type GOLDEN WEST AVENUE - Collector CAMINO REAL AVENUE - Local Road General Parking Restrictions General Land UseNB/ EB SB/ WB Roadway Posted Speed Limit (mph) Figure 4 illustrates the existing approach lane configurations and traffic controls at the study intersections. Existing Intersection Geometry Figure 4 N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE Project Location LEGEND Signalized Intersection Lane Configuration 2. Existing Conditions Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 10 2.2 Existing Transit Service The project study area is served by two bus transit lines operated by Metro. Table 3 summarizes the transit lines in the vicinity of the project site. Table 3 – Summary of Area Transit Lines 7:00 AM - 9:00 4:00 PM - 6:00 PM 264AltadenaCity of Duarte Baldwin Avenue/ Duarte Road 60 Minutes60 Minutes 268City of El MonteAltadenaBaldwin Avenue30 Minutes30 Minutes Source: Metro Transit website Metro Transit Lines Frequency (Approximate) LineFrom / ToTo / FromVia Weekday Figure 5 illustrates the routes of the public transportation services in the vicinity of the project site. 2.3 Existing Intersection Levels of Service The existing weekday AM and PM peak hour turn movement volumes at the study roadway intersections are provided on Figure 6. Based on the existing traffic volumes, a volume-to-capacity (v/c) ratio for the signalized intersections and the corresponding levels of service were determined. The traffic analysis worksheets are provided in Appendix B of this report. Table 4 provides a summary of the v/c ratios and level of service values for existing conditions. All of the study roadway intersections are operating at LOS D or better during both peak hour periods. Table 4 – Intersection Performance – Existing Conditions ICULOSICULOS 1Golden West Avenue & Duarte Road0.483A0.675B 2Baldwin Avenue & Duarte Road0.829D0.561A 3Baldwin Avenue & Naomi Avenue0.569A0.740C 4Baldwin Avenue & Camino Real Avenue0.609B0.569A PM Peak AM Peak Study Intersections AreaTransit Lines Figure 5 N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE 4 Project Location LEGEND Signalized Intersection Metro 264 Metro 268 X METRO 264 METRO 268 X ExistingTraffic Volumes Figure 6 N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND AM PEAK HOURPM PEAK HOUR 1 61 109 33 19 665 75 47 82 80 20 540 84 2 87 875 56 104 661 168 168 535 82 147 470 31 3 204 1001 70 36 70 35 4055 34 47 92 4 93 1189 39 93 51 92 2615 14 33 51 720816 1 109 136 62 69 572 87 69 167 58 34 922 111 2 37 851 29 21 131 46 54 1012 37 57 300 47 3 187 839 47 73 120 35 34 921 171 106 94 210 4 28 992 44 72 38 45 52 1069 30 41 92 45 Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 13 3. Cumulative without-Project Conditions This section provides an analysis of traffic conditions in the study area with cumulative/area projects added but without the proposed Project. The current year 2015 was selected for analysis based on the anticipated completion date of the project, late within the current year. 3.1 Ambient Growth Typically, an ambient/background traffic growth rate that takes into account regional traffic growth in the study area is applied to the existing traffic volumes to determine base traffic volume conditions. Since the proposed project is anticipated to be completed within the current year, an ambient traffic growth rate is not applicable for this analysis. 3.2 Area/Cumulative Projects Traffic from other developments (area/cumulative projects) within the study area that are approved or pending approval was added to the existing traffic volumes for this analysis scenario. Based on information provided from the City’s development database, 33 area projects were included in the analysis. A list of the projects and the trip generation of each of the area projects are summarized in Table 5. The project locations are illustrated on Figure 7. The area projects traffic was added to the surrounding street system using the same distribution and assignment methodology applied for project trips, with some adjustments for projects near the edge of the study area. Table 5 – Area Projects Trip Generation ITE In Out Total In Out Total Code Restaurant (New)4,500SF572272249261844932 Retail (New)10,710SF4576410192140820 Retail (Removed)(6,930)SF(296)(4)(3)(7)(12)(14)(26)820 Total733292352332558 2 Westfield Center Expansion Project Restaurant (New)20,000SF2,5431199721611879197932 321-29 Alta StCondominium11DU64145426230 4168 W. Las Tunas AveRetail9,148SF391639161834820 Restaurant30,000SF3,815178146324178118296932 (Retail)(30,000)SF(1281)(18)(11)(29)(53)(58)(111)820 Total2,53416013529512560185 6845 W. Huntington DrCondominium10DU58134325230 7715 S. Old Ranch RdCondominium11DU64145426230 8180 Campus Dr Performing Arts Center 1,200SeatsN/A000121224441 9289 W. Huntington Dr Medical Office Building 72,000SF2,6011363617272185257720 Unit No.Project Title or Address Weekday Daily 1Baldwin Plaza Expansion Project 5400 S. Baldwin Ave AM Peak HourPM Peak HourDescriptionSize 3. Cumulative without-Without Project Conditions Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 14 Table 5 – Area Projects Trip Generation (continued) ITE In Out Total In Out Total Code Medical Office64,255SF2,3221223215464165229720 Restaurant4,600SF585282250271845932 Total2,9071505420491183274 11650 W. Huntington DrCondominium34DU1983121512618230 12948-950 Arcadia AveCondominium18DU105178639230 13630 W. Live Oak AveChurch23,461SF21485136713560 Starbucks Expansion600SF511333265121224936 Restaurant 7,200SF915000432871932 Dental Expansion1,550SF56314246720 Total1,4823633695744101 15 Gold Line Foothill Extension - Phase 2A Light Rail Transit Station with Parking 300Spaces7532576432121615637293 16743-753 W Huntington DrCondominium10DU58134325230 17713 S Old Ranch RdCondominium11DU64145426230 18 101-111, 121-159 N Santa Anita Ave, 21 Morlan Pl, 55 W Huntington Dr Automobile Sales103,000SF3,32714949198108162270841 19919, 921 & 923 Fairview AveCondominium12DU70145426230 20736-738 Camino Real AveCondominium18DU105178639230 21130 West Huntington DrHotel212rooms1,73266461126562127310 Medical Office12,489SF45124630133245720 Retail3,126SF1332136612820 Total58426733193857 23907-915 Arcadia AvenueCondominium13DU76156527230 24132-142 Las Tunas Dr.Condominium17DU99167639230 251222 Temple City Blvd.Condominium10DU58134325230 26501 N. Santa AnitaCondominium20DU1162797310230 27550 S. Second AvenueCondominium20DU1162797310230 Restaurants3,000SF381181432181230932 Retail9,864SF421639181937820 Total802241741363167 2912321 Lower Azusa Rd.Warehousing1,688,000SF6,009400106506135405540150 30 325 N. Santa Anita, 400, 414, and 420 Rolyn Place.Private School300students74414895243222951536 Office380SF4101011710 Condominium5DU29022213230 Total33123224 Medical Office5,420SF1961031351419720 Retail1,806SF77112347820 Total2731141581826 33621 FairviewCondominium12DU70145426230 Notes: Unit Arcadia Hub Shopping Center14 10 161 Colorado Pl / 125 W. Huntington Dr No.Project Title or Address Weekday Daily AM Peak HourPM Peak HourDescriptionSize The description of the related projects is based on the cumulative projects list from the Focused Traffic Impact Study for YiXiang Seafood Restaurant at 1271 S. Baldwin Avenue, Arcadia, August 8, 2012, prepared by K2 Traffic Engineering, Inc. and on the City's related projects database from February 12, 2013. The trip generation is based on ITE "Trip Generation, 9th Edition." 323-325 N. First Avenue32 205 North Santa Anita Ave22 1108-1130 S. Baldwin Avenue28 405 S. Santa Anita31 ^ !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( §¨¦605 §¨¦210 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Arcadia Hub Shopping Center - Near-Term Tenant Changes Figure 7 Area Project Locations LEGEND ^Project Site !(Area Project I0 10.5 Miles Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase,IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, ©OpenStreetMap contributors, and the GIS User Community 3. Cumulative without-Without Project Conditions Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 16 3.4 Cumulative without-Project Intersection Operations The without-Project traffic volumes are provided on Figure 8. Table 6 summarizes the v/c and corresponding levels of service at the study intersections. All of the study roadway intersections are projected to operate at LOS D or better during the weekday AM and PM peak hour periods, except for the intersection of Baldwin Avenue and Duarte Road, which is projected to operate at LOS E during the AM peak hour period. Table 6 – Study Intersection Operations – Cumulative without-Project Conditions ICULOSICULOS 1Golden West Avenue & Duarte Road0.499A0.696B 2Baldwin Avenue & Duarte Road0.960E0.665B 3Baldwin Avenue & Naomi Avenue0.681B0.848D 4Baldwin Avenue & Camino Real Avenue0.714C0.660B Study Intersections AM Peak PM Peak The traffic analysis worksheets for this scenario are provided in Appendix B. Cumulative Without-ProjectTraffic Volumes Figure 8 N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND AM PEAK HOURPM PEAK HOUR 1 63 109 33 19 711 76 52 82 80 20 593 84 2 89 1203 67 109 680 168 168 710 114 182 489 37 3 214 1328 70 36 70 35 40 899 63 47 47 107 4 93 1527 39 93 51 92 26 1009 15 14 33 51 1 111 136 62 69 614 92 71 167 58 34 985 111 2 44 1103 42 28 161 46 54 1289 62 91 324 52 3 207 1096 47 73 120 35 34 1198 183 122 94 224 4 28 1269 44 72 38 45 52 1360 30 41 92 45 Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 18 4. Cumulative with-Project Conditions This section documents with-Project traffic conditions at the study intersections with the addition of project-generated traffic. Traffic that would be generated by the proposed project is defined in a three- step process including trip generation, trip distribution and trip assignment. 4.1 Project Trip Generation Trip generation for the proposed project was calculated by utilizing rates published in the Institute of Transportation Engineers Trip Generation (9th Edition). The trip rates and the trip generation totals are provided in Table 7. Table 7 – Proposed Project Trip Generation TotalIn OutTotalInOut High-Turnover Restaurant 1 932--127.1510.8155%45%9.8560%40% Medical Office720--36.132.3979%21%3.5728%72% Shopping Center820--42.700.9662%38%3.7148%52% High-Turnover Restaurant 1 9325.000k.s.f636000492920 High-Turnover Restaurant 9321.550k.s.f19717981596 Medical Office7209.574k.s.f3452318534925 1,178402713984751 Former Use Trip Credit Shopping Center8206.364k.s.f-272-6-4-2-23-11-12 -272-6-4-2-23-11-12 906342311753639 1. Proposed use is kareoke bar, use assumed to not be open during a.m. peak period. PM PeakLand UseIntensityUnits Daily Total AM PeakITE Code Proposed Project Subtotal Proposed Project Trip Generation Estimates Trip Generation Rates Former Use Trip Credit Total Trip generation rates based on ITE Trip Generation Manual, 9th Edition, Institute of Transportation Engineers, 2012, unless otherwise noted. The proposed conversion of existing retail or vacant space into a new restaurant and medical office space (the Hub site near-term planned improvements) would generate 906 daily trips, including 34 a.m. peak-hour trips and 75 p.m. peak-hour trips. The trip generation takes into account trip credits from the former retail use, but does not take into account trip-reducing factors such as internal capture and pass-by trips. Therefore, application of these rates results in a conservative estimate of trip generation totals. 4.2 Project Trip Distribution and Assignment The trip distribution applied to this project is illustrated on Figure 9. ProjectTripAssignment Figure 9 N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND AM PEAK HOURPM PEAK HOUR 1 1 0 0 0 2 0 0 0 0 0 6 0 2 0 1 1 0 6 0 0 2 3 2 2 0 3 6 0 0 0 0 0 0 0 2 2 0 3 4 0 6 0 0 0 0 0 3 0 0 0 0 1 2 0 0 0 8 0 0 0 0 0 9 0 2 0 4 4 0 9 0 0 4 5 6 6 0 3 9 0 0 0 0 0 0 0 4 8 0 10 4 0 9 0 0 0 0 0 10 0 0 0 0 4. Cumulative with-Project Conditions Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 20 The proposed Project traffic volumes were added to the without-Project traffic volumes to determine conditions with the project. The traffic volumes for this scenario are provided on Figure 10. Table 8 summarizes the v/c and corresponding levels of service values at the study intersections. Table 8 – Intersection Performance – Cumulative with-Project Conditions ICULOSICULOS 1Golden West Avenue & Duarte Road0.500A0.700B 2Baldwin Avenue & Duarte Road0.963E0.668B 3Baldwin Avenue & Naomi Avenue0.683B0.860D 4Baldwin Avenue & Camino Real Avenue0.716C0.663B Study Intersections AM Peak PM Peak All of the study intersections are projected to operate at LOS D or better during the weekday AM and PM peak hour periods, except for the intersection of Baldwin Avenue and Duarte Road, which is projected to continue to operate at LOS E during the AM peak hour period. The traffic analysis worksheets for this scenario are provided in Appendix B. Cumulative With-ProjectTraffic Volumes Figure 10 N Not to Scale Arcadia Hub Shopping Center - Near-TermTenant Changes 1 2 3 DUARTE RD NAOMIAVE GOLDEN WEST AVE BALDWIN AVE CAMINO REALAVE4 Project Location XXX Study Intersection IntersectionTurn Volume X LEGEND AM PEAK HOURPM PEAK HOUR 1 64 109 33 19 713 76 52 82 80 20 598 84 2 89 1204 68 109 686 168 168 712 117 183 491 37 3 220 1328 70 36 70 35 40 899 65 50 47 110 4 93 1532 39 93 51 92 26 1012 15 14 33 51 1 113 136 62 69 621 92 71 167 58 34 994 111 2 44 1107 46 28 170 46 54 1293 67 97 330 52 3 216 1096 47 73 120 35 34 1198 187 130 94 234 4 28 1278 44 72 38 45 52 1370 30 41 92 45 Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 22 5. Project Traffic Impacts Evaluation This section evaluates the significance of the identified incremental impacts of the proposed near-term tenant changes at the Hub Shopping Center site. 5.1 Methodology for Study Intersection Impacts Per City of Arcadia traffic impact standards, the following thresholds define significant impact standards, based on computed volume-to-capacity (V/C) ratios and level of service (LOS) values:  When traffic generated by the project causes a signalized or unsignalized intersection to move to LOS E or F from LOS D or better, or  When an intersection already at LOS E or F is worsened by 0.02 or greater change in volume/capacity ratio due to traffic added by the project. 5.2 Determination of Significant Impacts Table 9 provides a comparison of the a.m. and p.m. peak hour conditions under existing and cumulative with-Project scenarios. Traffic impacts created by the Project were calculated by subtracting the values in the “Cumulative (2015) Without Project” column from the values in the “Cumulative (2015) With Project” column. The determinations of significant impacts for the study intersections are provided within the two columns at the right side of the table. The proposed Project would not cause significant traffic impacts at the study intersections during both a.m. and p.m. peak hours. Mitigation measures are therefore not recommended for the proposed Project. Table 9 – Determination of Cumulative with-Project Impacts Peak HourICULOSICULOSICULOS 1Golden West Avenue & Duarte RoadAM0.483A0.499A0.500A0.001No PM0.675B0.696B0.700B0.004No 2Baldwin Avenue & Duarte RoadAM0.829D0.960E0.963E0.003No PM0.561A0.665B0.668B0.003No 3Baldwin Avenue & Naomi AvenueAM0.569A0.681B0.683B0.002No PM0.740C0.848D0.860D0.012No 4Baldwin Avenue & Camino Real AvenueAM0.609B0.714C0.716C0.002No PM0.569A0.660B0.663B0.003No Sig Impact? Change in ICU Existing (2015) Conditions Cumulative (2015) With Project Study Intersections Cumulative (2015) Without Project Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Page 23 6. Summary and Recommendations The following is a summary of the findings and recommendations of the project traffic impact analysis.  The proposed project is the conversion of an existing 6,364 square feet of retail space into a new 5,000 square foot karaoke bar at 1205A S. Baldwin Avenue, 1,550 square foot restaurant space at 815 West Naomi Avenue, and 9,574 square foot medical office space at 1313 & 1317 S. Baldwin Avenue. The project is anticipated to be open with the current year of 2015.  Based on ITE Trip Generation (9th Edition), the proposed conversion of an existing retail use to a restaurant and medical office use would generate approximately 906 daily trips, 34 AM peak hour trips (23 inbound and 11 outbound), and 75 PM peak hour trips (36 inbound and 39 outbound).  For the cumulative impact analysis, a total of 33 planned/pending area projects were included in the analysis, based on information provided from the City development database.  The planned tenant changes at the Arcadia Hub Shopping Center site would not cause significant traffic impacts at the study intersections during either the weekday a.m. or p.m. peak hours. Therefore, mitigation measures are not recommended for the proposed project.  A separate project parking analysis, for the same neat-term tenant changes, was completed by KOA on April 3, 2015. Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Appendices APPENDIX A Traffic Counts Location ID:29 North/South:Golden West AvenueDate: East/West:Duarte RoadCity:Arcadia, CA 123456789101112 Lanes:RTLRTLRTLRTL 7:0011231011112745413200 7:151212651531715128672300 7:30201810121460826811956360 7:452418131315251428151612110429 8:0023311728183382518211314492 8:151919820186663815241663510 8:301414914144551813231223384 8:4520219101607141714171253417 Total Volume:143135751121235286417499125868343092 Approach %41%38%21%8%90%2%19%52%29%12%85%3% Peak Hr Begin:7:45 PHV8082477566519331096184540201815 PHF0.890 123456789101112 Lanes:RTLRTLRTLRTL 16:009242116136982623251964497 16:151537192314611132324242205560 16:301234261613418725322421813559 16:451739233412810193629292257596 17:0016351328140152033252022412581 17:151746191116418122724322429621 17:301446182513617143529382175594 17:451140192313219164131212398600 Total Volume:10026113915398498932051861921542554008 Approach %19%53%28%12%79%8%19%43%38%10%87%3% Peak Hr Begin:17:00 PHV5816769875726962136109111922342396 PHF0.9650.8960.9430.872 Northbound 0.943 Eastbound Totals: SouthboundWestbound Totals: 12/11/2014 SouthboundWestboundNorthboundEastbound 0.7360.8870.8600.834 Location ID:30 North/South:Baldwin AvenueDate: East/West:Duarte RoadCity:Arcadia, CA 123456789101112 Lanes:RTLRTLRTLRTL 7:00156514191091211150413316449 7:15138612251491571861036221589 7:301698243313316192041947725668 7:45191284736133231525514414232848 8:001615446491773210220271710937894 8:1529143324817325182222878733845 8:30181104335178241317818313245797 8:4530124312715124172061238943757 Total Volume:15690824927212031711101621132427312525847 Approach %12%69%19%17%73%10%6%87%7%4%71%25% Peak Hr Begin:7:45 PHV825351681686611045687587314701473384 PHF0.946 123456789101112 Lanes:RTLRTLRTLRTL 16:00724713426591831275410577 16:15920618122357200988510592 16:301022911224771681410565543 16:45723716928752205117116632 17:0010245161324561937106111601 17:157264713383222811158715690 17:3012273218358142186136712687 17:458230101234572121398519644 Total Volume:6217019271198405014106474481794322 Approach %3%92%5%23%64%13%3%92%4%11%76%13% Peak Hr Begin:17:00 PHV371012544613121298513747300572622 PHF0.9500.9010.9170.951 Northbound 0.863 Eastbound Totals: SouthboundWestbound Totals: 12/10/2014 SouthboundWestboundNorthboundEastbound 0.9090.9040.8960.900 Intersection Turning Movement Prepared by: National Data & Surveying Services Day: Date: NLNTNRSLSTSRELETERWLWTWRTOTAL LANES:120121110110 7:00 AM131781048777518586348 7:15 AM30187519454513584361 7:30 AM3024189131872016266484 7:45 AM49263201118515791861410607 8:00 AM49260159230582031132910679 8:15 AM70250168157191072010145586 8:30 AM362281912148169112371310532 8:45 AM282102110135221323237158515 NLNTNRSLSTSRELETERWLWTWRTOTAL TOTAL VOLUMES:3051817114641167976510016255107594112 APPROACH %'s:13.64%81.26%5.10%4.82%87.88%7.30%19.88%30.58%49.54%24.89%48.42%26.70% nb anb dsb asb deb aeb dwb anb d PEAK HR START TIME:745AMTOTAL PEAK HR VOL:20410017040720553447923670352404 PEAK HR FACTOR:0.885 CONTROL: 5/6/2015 0.949 NS/EW Streets: SOUTHBOUND Baldwin AveBaldwin Ave AM Naomi Ave Signalized Naomi Ave 0.678 WESTBOUND 0.8350.733 WednesdayProject ID: City: 15-5269-002 Arcadia EASTBOUND NORTHBOUND Intersection Turning Movement Prepared by: National Data & Surveying Services Day: Date: NLNTNRSLSTSRELETERWLWTWRTOTAL LANES:120121110110 4:00 PM29163101019930232551272212601 4:15 PM4517010719027202137262710590 4:30 PM332158921634162447142413653 4:45 PM4519111122032317205015308625 5:00 PM49203121021927322554233118703 5:15 PM532121352365324304818284724 5:30 PM372089102274529155919368702 5:45 PM482161392394621244913255708 NLNTNRSLSTSRELETERWLWTWRTOTAL TOTAL VOLUMES:339157886721729285182184395155223785306 APPROACH %'s:16.92%78.78%4.29%3.45%82.89%13.66%23.92%24.18%51.91%33.99%48.90%17.11% nb anb dsb asb deb aeb dwb anb d PEAK HR START TIME:500PMTOTAL PEAK HR VOL:18783947349211711069421073120352837 PEAK HR FACTOR:0.980 CONTROL: Project ID:15-5269-002 City:Arcadia5/6/2015 Wednesday Signalized Naomi AveNS/EW Streets:Naomi Ave PM Baldwin AveBaldwin Ave 0.9230.9650.792 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.957 Intersection Turning Movement Prepared by: National Data & Surveying Services Day: Date: NLNTNRSLSTSRELETERWLWTWRTOTAL LANES:120120010010 7:00 AM1620014963434111312367 7:15 AM82257398502436254408 7:30 AM162711811563381017917529 7:45 AM253212252176489171416664 8:00 AM322838824137921371741707 8:15 AM2231964171521212181026607 8:30 AM1426639187114921109534 8:45 AM9262561697571112179519 NLNTNRSLSTSRELETERWLWTWRTOTAL TOTAL VOLUMES:142214770401335332675791391151344335 APPROACH %'s:6.02%91.01%2.97%2.84%94.82%2.34%14.44%41.67%43.89%35.82%29.64%34.54% nb anb dsb asb deb aeb dwb anb d PEAK HR START TIME:745AMTOTAL PEAK HR VOL:9311893926816151433519351922512 PEAK HR FACTOR:0.888 CONTROL: 5/6/2015 0.897 NS/EW Streets: SOUTHBOUND Baldwin AveBaldwin Ave AM Camino Real Ave Signalized Camino Real Ave 0.621 WESTBOUND 0.8500.662 WednesdayProject ID: City: 15-5269-001 Arcadia EASTBOUND NORTHBOUND Intersection Turning Movement Prepared by: National Data & Surveying Services Day: Date: NLNTNRSLSTSRELETERWLWTWRTOTAL LANES:120120010010 4:00 PM31895112436111256911511 4:15 PM72257202410711810612554 4:30 PM142464162427561214615587 4:45 PM10237419232568151579567 5:00 PM62251116249911231020816604 5:15 PM12277111327286201113816667 5:30 PM322398272513251615124605 5:45 PM7267131527681124824109672 NLNTNRSLSTSRELETERWLWTWRTOTAL TOTAL VOLUMES:62188964118202748701298511766924767 APPROACH %'s:3.08%93.75%3.18%5.38%92.43%2.19%24.65%45.42%29.93%42.55%24.00%33.45% nb anb dsb asb deb aeb dwb anb d PEAK HR START TIME:500PMTOTAL PEAK HR VOL:2899244521069304192457238452548 PEAK HR FACTOR:0.948 CONTROL: Project ID:15-5269-001 City:Arcadia5/6/2015 Wednesday Signalized Camino Real AveNS/EW Streets:Camino Real Ave PM Baldwin AveBaldwin Ave 0.8240.8870.881 WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND 0.962 Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Appendices APPENDIX B Intersection Level of Service Worksheets B-1: Existing Conditions B-2: Cumulative without-Project Conditions B-3: Cumulative with-Project Conditions Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Appendices APPENDIX B – 1 EXISTING CONDITIONS Existing AM Thu May 14, 2015 09:49:35 Page 4-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Golden West Ave & Duarte Rd ******************************************************************************** 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: Golden West Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected 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 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 61 109 33 47 82 80 20 540 84 19 665 75 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: 61 109 33 47 82 80 20 540 84 19 665 75 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: 61 109 33 47 82 80 20 540 84 19 665 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 109 33 47 82 80 20 540 84 19 665 75 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: 61 109 33 47 82 80 20 540 84 19 665 75 ------------|---------------||---------------||---------------||---------------| 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 0.77 0.23 1.00 0.51 0.49 1.00 1.73 0.27 1.00 1.80 0.20 Final Sat.: 1600 1228 372 1600 810 790 1600 2769 431 1600 2876 324 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.03 0.10 0.10 0.01 0.19 0.20 0.01 0.23 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Existing AM Thu May 14, 2015 09:49:35 Page 5-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Baldwin Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.829 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 74 Level Of Service: D ******************************************************************************** Street Name: Baldwin Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected 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 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 87 875 56 168 535 82 147 470 31 104 661 168 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: 87 875 56 168 535 82 147 470 31 104 661 168 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: 87 875 56 168 535 82 147 470 31 104 661 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 87 875 56 168 535 82 147 470 31 104 661 168 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: 87 875 56 168 535 82 147 470 31 104 661 168 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 2.00 1.00 1.00 1.88 0.12 1.00 1.59 0.41 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3002 198 1600 2552 648 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.27 0.04 0.11 0.17 0.05 0.09 0.16 0.16 0.07 0.26 0.26 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Existing AM Thu May 14, 2015 09:49:35 Page 6-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Baldwin Ave & Naomi Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 38 Level Of Service: A ******************************************************************************** Street Name: Baldwin Ave Naomi Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| 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 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 204 1001 70 40 720 55 34 47 92 36 70 35 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: 204 1001 70 40 720 55 34 47 92 36 70 35 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: 204 1001 70 40 720 55 34 47 92 36 70 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 204 1001 70 40 720 55 34 47 92 36 70 35 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: 204 1001 70 40 720 55 34 47 92 36 70 35 ------------|---------------||---------------||---------------||---------------| 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 1.87 0.13 1.00 2.00 1.00 1.00 0.34 0.66 1.00 0.67 0.33 Final Sat.: 1600 2991 209 1600 3200 1600 1600 541 1059 1600 1067 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.33 0.33 0.03 0.23 0.03 0.02 0.09 0.09 0.02 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Existing AM Thu May 14, 2015 09:49:35 Page 7-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Baldwin Ave & Camino Real Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.609 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Street Name: Baldwin Ave Camino Real Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase 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 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 93 1189 39 26 816 15 14 33 51 93 51 92 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: 93 1189 39 26 816 15 14 33 51 93 51 92 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: 93 1189 39 26 816 15 14 33 51 93 51 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1189 39 26 816 15 14 33 51 93 51 92 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: 93 1189 39 26 816 15 14 33 51 93 51 92 ------------|---------------||---------------||---------------||---------------| 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 1.96 0.04 0.14 0.34 0.52 0.39 0.22 0.39 Final Sat.: 1600 3098 102 1600 3142 58 229 539 833 631 346 624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.38 0.38 0.02 0.26 0.26 0.06 0.06 0.06 0.15 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Existing PM Thu May 14, 2015 09:49:41 Page 4-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Golden West Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.675 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 47 Level Of Service: B ******************************************************************************** Street Name: Golden West Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected 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 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 109 136 62 69 167 58 34 922 111 69 572 87 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: 109 136 62 69 167 58 34 922 111 69 572 87 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: 109 136 62 69 167 58 34 922 111 69 572 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 136 62 69 167 58 34 922 111 69 572 87 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: 109 136 62 69 167 58 34 922 111 69 572 87 ------------|---------------||---------------||---------------||---------------| 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 0.69 0.31 1.00 0.74 0.26 1.00 1.79 0.21 1.00 1.74 0.26 Final Sat.: 1600 1099 501 1600 1188 412 1600 2856 344 1600 2778 422 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.12 0.12 0.04 0.14 0.14 0.02 0.32 0.32 0.04 0.21 0.21 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Existing PM Thu May 14, 2015 09:49:41 Page 5-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Baldwin Ave & Duarte Rd ******************************************************************************** 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: Baldwin Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected 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 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 37 851 29 54 1012 37 57 300 47 21 131 46 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: 37 851 29 54 1012 37 57 300 47 21 131 46 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: 37 851 29 54 1012 37 57 300 47 21 131 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 851 29 54 1012 37 57 300 47 21 131 46 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: 37 851 29 54 1012 37 57 300 47 21 131 46 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 2.00 1.00 1.00 1.73 0.27 1.00 1.48 0.52 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 2767 433 1600 2368 832 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.27 0.02 0.03 0.32 0.02 0.04 0.11 0.11 0.01 0.06 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Existing PM Thu May 14, 2015 09:49:41 Page 6-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Baldwin Ave & Naomi Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.740 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Street Name: Baldwin Ave Naomi Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| 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 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 187 839 47 34 921 171 106 94 210 73 120 35 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: 187 839 47 34 921 171 106 94 210 73 120 35 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: 187 839 47 34 921 171 106 94 210 73 120 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 839 47 34 921 171 106 94 210 73 120 35 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: 187 839 47 34 921 171 106 94 210 73 120 35 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 0.31 0.69 1.00 0.77 0.23 Final Sat.: 1600 3030 170 1600 3200 1600 1600 495 1105 1600 1239 361 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.28 0.28 0.02 0.29 0.11 0.07 0.19 0.19 0.05 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Existing PM Thu May 14, 2015 09:49:41 Page 7-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Existing Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Baldwin Ave & Camino Real Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 43 Level Of Service: A ******************************************************************************** Street Name: Baldwin Ave Camino Real Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase 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 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 28 992 44 52 1069 30 41 92 45 72 38 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: 28 992 44 52 1069 30 41 92 45 72 38 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: 28 992 44 52 1069 30 41 92 45 72 38 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 992 44 52 1069 30 41 92 45 72 38 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: 28 992 44 52 1069 30 41 92 45 72 38 45 ------------|---------------||---------------||---------------||---------------| 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 1.95 0.05 0.23 0.52 0.25 0.46 0.25 0.29 Final Sat.: 1600 3064 136 1600 3113 87 369 827 404 743 392 465 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.32 0.32 0.03 0.34 0.34 0.11 0.11 0.11 0.10 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Appendices APPENDIX B – 2 CUMULATIVE WITHOUT-PROJECT CONDITIONS Fut Area Proj AM Tue Jun 2, 2015 10:55:25 Page 6-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Golden West Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.499 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: A ******************************************************************************** Street Name: Golden West Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected 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 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 61 109 33 47 82 80 20 540 84 19 665 75 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: 61 109 33 47 82 80 20 540 84 19 665 75 Added Vol: 2 0 0 5 0 0 0 53 0 0 46 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 109 33 52 82 80 20 593 84 19 711 76 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: 63 109 33 52 82 80 20 593 84 19 711 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 109 33 52 82 80 20 593 84 19 711 76 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: 63 109 33 52 82 80 20 593 84 19 711 76 ------------|---------------||---------------||---------------||---------------| 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 0.77 0.23 1.00 0.51 0.49 1.00 1.75 0.25 1.00 1.81 0.19 Final Sat.: 1600 1228 372 1600 810 790 1600 2803 397 1600 2891 309 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.03 0.10 0.10 0.01 0.21 0.21 0.01 0.25 0.25 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut Area Proj AM Tue Jun 2, 2015 10:55:25 Page 7-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Baldwin Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.960 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 143 Level Of Service: E ******************************************************************************** Street Name: Baldwin Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected 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 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 87 875 56 168 535 82 147 470 31 104 661 168 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: 87 875 56 168 535 82 147 470 31 104 661 168 Added Vol: 2 328 11 0 175 32 35 19 6 5 19 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 1203 67 168 710 114 182 489 37 109 680 168 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: 89 1203 67 168 710 114 182 489 37 109 680 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 1203 67 168 710 114 182 489 37 109 680 168 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: 89 1203 67 168 710 114 182 489 37 109 680 168 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 2.00 1.00 1.00 1.86 0.14 1.00 1.60 0.40 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 2975 225 1600 2566 634 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.38 0.04 0.11 0.22 0.07 0.11 0.16 0.16 0.07 0.26 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut Area Proj AM Tue Jun 2, 2015 10:55:25 Page 8-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Baldwin Ave & Naomi Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Street Name: Baldwin Ave Naomi Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| 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 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 204 1001 70 40 720 55 34 47 92 36 70 35 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: 204 1001 70 40 720 55 34 47 92 36 70 35 Added Vol: 10 327 0 0 179 8 13 0 15 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 214 1328 70 40 899 63 47 47 107 36 70 35 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: 214 1328 70 40 899 63 47 47 107 36 70 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 214 1328 70 40 899 63 47 47 107 36 70 35 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: 214 1328 70 40 899 63 47 47 107 36 70 35 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 0.31 0.69 1.00 0.67 0.33 Final Sat.: 1600 3040 160 1600 3200 1600 1600 488 1112 1600 1067 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.44 0.44 0.03 0.28 0.04 0.03 0.10 0.10 0.02 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut Area Proj AM Tue Jun 2, 2015 10:55:25 Page 9-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Baldwin Ave & Camino Real Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.714 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Street Name: Baldwin Ave Camino Real Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase 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 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 93 1189 39 26 816 15 14 33 51 93 51 92 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: 93 1189 39 26 816 15 14 33 51 93 51 92 Added Vol: 0 338 0 0 193 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 93 1527 39 26 1009 15 14 33 51 93 51 92 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: 93 1527 39 26 1009 15 14 33 51 93 51 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1527 39 26 1009 15 14 33 51 93 51 92 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: 93 1527 39 26 1009 15 14 33 51 93 51 92 ------------|---------------||---------------||---------------||---------------| 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 1.97 0.03 0.14 0.34 0.52 0.39 0.22 0.39 Final Sat.: 1600 3120 80 1600 3153 47 229 539 833 631 346 624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.49 0.49 0.02 0.32 0.32 0.06 0.06 0.06 0.15 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut Area Proj PM Tue Jun 2, 2015 10:55:34 Page 6-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Projectt Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Golden West Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.696 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 49 Level Of Service: B ******************************************************************************** Street Name: Golden West Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected 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 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 109 136 62 69 167 58 34 922 111 69 572 87 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: 109 136 62 69 167 58 34 922 111 69 572 87 Added Vol: 2 0 0 2 0 0 0 63 0 0 42 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 111 136 62 71 167 58 34 985 111 69 614 92 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: 111 136 62 71 167 58 34 985 111 69 614 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 136 62 71 167 58 34 985 111 69 614 92 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: 111 136 62 71 167 58 34 985 111 69 614 92 ------------|---------------||---------------||---------------||---------------| 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 0.69 0.31 1.00 0.74 0.26 1.00 1.80 0.20 1.00 1.74 0.26 Final Sat.: 1600 1099 501 1600 1188 412 1600 2876 324 1600 2783 417 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.12 0.12 0.04 0.14 0.14 0.02 0.34 0.34 0.04 0.22 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut Area Proj PM Tue Jun 2, 2015 10:55:34 Page 7-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Projectt Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Baldwin Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.665 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service: B ******************************************************************************** Street Name: Baldwin Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected 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 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 37 851 29 54 1012 37 57 300 47 21 131 46 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: 37 851 29 54 1012 37 57 300 47 21 131 46 Added Vol: 7 252 13 0 277 25 34 24 5 7 30 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 1103 42 54 1289 62 91 324 52 28 161 46 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 1103 42 54 1289 62 91 324 52 28 161 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 1103 42 54 1289 62 91 324 52 28 161 46 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 1103 42 54 1289 62 91 324 52 28 161 46 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 2.00 1.00 1.00 1.72 0.28 1.00 1.56 0.44 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 2757 443 1600 2489 711 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.34 0.03 0.03 0.40 0.04 0.06 0.12 0.12 0.02 0.06 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut Area Proj PM Tue Jun 2, 2015 10:55:34 Page 8-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Projectt Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Baldwin Ave & Naomi Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.848 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 79 Level Of Service: D ******************************************************************************** Street Name: Baldwin Ave Naomi Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| 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 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 187 839 47 34 921 171 106 94 210 73 120 35 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: 187 839 47 34 921 171 106 94 210 73 120 35 Added Vol: 20 257 0 0 277 12 16 0 14 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 207 1096 47 34 1198 183 122 94 224 73 120 35 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: 207 1096 47 34 1198 183 122 94 224 73 120 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 1096 47 34 1198 183 122 94 224 73 120 35 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: 207 1096 47 34 1198 183 122 94 224 73 120 35 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 0.30 0.70 1.00 0.77 0.23 Final Sat.: 1600 3068 132 1600 3200 1600 1600 473 1127 1600 1239 361 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.36 0.36 0.02 0.37 0.11 0.08 0.20 0.20 0.05 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut Area Proj PM Tue Jun 2, 2015 10:55:34 Page 9-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative Without Projectt Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Baldwin Ave & Camino Real Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.660 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service: B ******************************************************************************** Street Name: Baldwin Ave Camino Real Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase 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 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 28 992 44 52 1069 30 41 92 45 72 38 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: 28 992 44 52 1069 30 41 92 45 72 38 45 Added Vol: 0 277 0 0 291 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 1269 44 52 1360 30 41 92 45 72 38 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: 28 1269 44 52 1360 30 41 92 45 72 38 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1269 44 52 1360 30 41 92 45 72 38 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: 28 1269 44 52 1360 30 41 92 45 72 38 45 ------------|---------------||---------------||---------------||---------------| 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 1.96 0.04 0.23 0.52 0.25 0.46 0.25 0.29 Final Sat.: 1600 3093 107 1600 3131 69 369 827 404 743 392 465 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.41 0.41 0.03 0.43 0.43 0.11 0.11 0.11 0.10 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Prepared for Baldwin Arcadia Center, LP Traffic Impact Study - Hub Shopping Center, Arcadia June 3, 2015 – Appendices APPENDIX B – 3 CUMULATIVE WITH-PROJECT CONDITIONS Fut wProj AM Tue Jun 2, 2015 10:55:39 Page 7-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Golden West Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.500 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 33 Level Of Service: A ******************************************************************************** Street Name: Golden West Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected 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 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 61 109 33 47 82 80 20 540 84 19 665 75 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: 61 109 33 47 82 80 20 540 84 19 665 75 Added Vol: 3 0 0 5 0 0 0 58 0 0 48 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 109 33 52 82 80 20 598 84 19 713 76 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: 64 109 33 52 82 80 20 598 84 19 713 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 109 33 52 82 80 20 598 84 19 713 76 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: 64 109 33 52 82 80 20 598 84 19 713 76 ------------|---------------||---------------||---------------||---------------| 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 0.77 0.23 1.00 0.51 0.49 1.00 1.75 0.25 1.00 1.81 0.19 Final Sat.: 1600 1228 372 1600 810 790 1600 2806 394 1600 2892 308 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.03 0.10 0.10 0.01 0.21 0.21 0.01 0.25 0.25 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut wProj AM Tue Jun 2, 2015 10:55:39 Page 8-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Baldwin Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.963 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 145 Level Of Service: E ******************************************************************************** Street Name: Baldwin Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected 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 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 87 875 56 168 535 82 147 470 31 104 661 168 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: 87 875 56 168 535 82 147 470 31 104 661 168 Added Vol: 2 329 12 0 177 35 36 21 6 5 25 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 1204 68 168 712 117 183 491 37 109 686 168 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: 89 1204 68 168 712 117 183 491 37 109 686 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 1204 68 168 712 117 183 491 37 109 686 168 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: 89 1204 68 168 712 117 183 491 37 109 686 168 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 2.00 1.00 1.00 1.86 0.14 1.00 1.61 0.39 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 2976 224 1600 2570 630 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.38 0.04 0.11 0.22 0.07 0.11 0.16 0.17 0.07 0.27 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut wProj AM Tue Jun 2, 2015 10:55:39 Page 9-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Baldwin Ave & Naomi Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.683 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Street Name: Baldwin Ave Naomi Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| 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 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 204 1001 70 40 720 55 34 47 92 36 70 35 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: 204 1001 70 40 720 55 34 47 92 36 70 35 Added Vol: 16 327 0 0 179 10 16 0 18 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 220 1328 70 40 899 65 50 47 110 36 70 35 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: 220 1328 70 40 899 65 50 47 110 36 70 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 220 1328 70 40 899 65 50 47 110 36 70 35 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: 220 1328 70 40 899 65 50 47 110 36 70 35 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 0.30 0.70 1.00 0.67 0.33 Final Sat.: 1600 3040 160 1600 3200 1600 1600 479 1121 1600 1067 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.44 0.44 0.03 0.28 0.04 0.03 0.10 0.10 0.02 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut wProj AM Tue Jun 2, 2015 10:55:39 Page 10-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Baldwin Ave & Camino Real Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.716 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Street Name: Baldwin Ave Camino Real Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase 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 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 93 1189 39 26 816 15 14 33 51 93 51 92 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: 93 1189 39 26 816 15 14 33 51 93 51 92 Added Vol: 0 343 0 0 196 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 93 1532 39 26 1012 15 14 33 51 93 51 92 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: 93 1532 39 26 1012 15 14 33 51 93 51 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1532 39 26 1012 15 14 33 51 93 51 92 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: 93 1532 39 26 1012 15 14 33 51 93 51 92 ------------|---------------||---------------||---------------||---------------| 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 1.97 0.03 0.14 0.34 0.52 0.39 0.22 0.39 Final Sat.: 1600 3121 79 1600 3153 47 229 539 833 631 346 624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.49 0.49 0.02 0.32 0.32 0.06 0.06 0.06 0.15 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut wProj PM Tue Jun 2, 2015 10:55:43 Page 7-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Golden West Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.700 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 50 Level Of Service: B ******************************************************************************** Street Name: Golden West Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected 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 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 109 136 62 69 167 58 34 922 111 69 572 87 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: 109 136 62 69 167 58 34 922 111 69 572 87 Added Vol: 4 0 0 2 0 0 0 72 0 0 49 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 113 136 62 71 167 58 34 994 111 69 621 92 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: 113 136 62 71 167 58 34 994 111 69 621 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 136 62 71 167 58 34 994 111 69 621 92 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: 113 136 62 71 167 58 34 994 111 69 621 92 ------------|---------------||---------------||---------------||---------------| 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 0.69 0.31 1.00 0.74 0.26 1.00 1.80 0.20 1.00 1.74 0.26 Final Sat.: 1600 1099 501 1600 1188 412 1600 2879 321 1600 2787 413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.12 0.12 0.04 0.14 0.14 0.02 0.35 0.35 0.04 0.22 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut wProj PM Tue Jun 2, 2015 10:55:43 Page 8-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Baldwin Ave & Duarte Rd ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.668 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 46 Level Of Service: B ******************************************************************************** Street Name: Baldwin Ave Duarte Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected 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 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 37 851 29 54 1012 37 57 300 47 21 131 46 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: 37 851 29 54 1012 37 57 300 47 21 131 46 Added Vol: 7 256 17 0 281 30 40 30 5 7 39 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 1107 46 54 1293 67 97 330 52 28 170 46 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 1107 46 54 1293 67 97 330 52 28 170 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 1107 46 54 1293 67 97 330 52 28 170 46 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 1107 46 54 1293 67 97 330 52 28 170 46 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 2.00 1.00 1.00 1.73 0.27 1.00 1.57 0.43 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 2764 436 1600 2519 681 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.35 0.03 0.03 0.40 0.04 0.06 0.12 0.12 0.02 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut wProj PM Tue Jun 2, 2015 10:55:43 Page 9-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Baldwin Ave & Naomi Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.860 Loss Time (sec): 10 Average Delay (sec/veh): xxxxxx Optimal Cycle: 83 Level Of Service: D ******************************************************************************** Street Name: Baldwin Ave Naomi Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| 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 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 187 839 47 34 921 171 106 94 210 73 120 35 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: 187 839 47 34 921 171 106 94 210 73 120 35 Added Vol: 29 257 0 0 277 16 24 0 24 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 216 1096 47 34 1198 187 130 94 234 73 120 35 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: 216 1096 47 34 1198 187 130 94 234 73 120 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1096 47 34 1198 187 130 94 234 73 120 35 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: 216 1096 47 34 1198 187 130 94 234 73 120 35 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 1.00 0.29 0.71 1.00 0.77 0.23 Final Sat.: 1600 3068 132 1600 3200 1600 1600 459 1141 1600 1239 361 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.36 0.36 0.02 0.37 0.12 0.08 0.20 0.21 0.05 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Fut wProj PM Tue Jun 2, 2015 10:55:43 Page 10-1 -------------------------------------------------------------------------------- Arcadia Hub Shopping Center Traffic and Parking Update Cumulative with Project Conditions PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Baldwin Ave & Camino Real Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.663 Loss Time (sec): 0 Average Delay (sec/veh): xxxxxx Optimal Cycle: 55 Level Of Service: B ******************************************************************************** Street Name: Baldwin Ave Camino Real Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase 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 0 0 1! 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 28 992 44 52 1069 30 41 92 45 72 38 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: 28 992 44 52 1069 30 41 92 45 72 38 45 Added Vol: 0 286 0 0 301 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 1278 44 52 1370 30 41 92 45 72 38 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: 28 1278 44 52 1370 30 41 92 45 72 38 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1278 44 52 1370 30 41 92 45 72 38 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: 28 1278 44 52 1370 30 41 92 45 72 38 45 ------------|---------------||---------------||---------------||---------------| 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 1.96 0.04 0.23 0.52 0.25 0.46 0.25 0.29 Final Sat.: 1600 3093 107 1600 3131 69 369 827 404 743 392 465 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.41 0.41 0.03 0.44 0.44 0.11 0.11 0.11 0.10 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to KOA CORP, MONTEREY PK Attachment No. 4 Preliminary Environmental Assessment Preliminary Exemption Assessment FORM “A” PRELIMINARY EXEMPTION ASSESSMENT (Certificate of Determination When Attached to Notice of Exemption) 1. Name or description of project: Modification Permit No. MP 15-02 2. Project Location – Identify street address and cross streets or attach a map showing project site (preferably a USGS 15’ or 7 1/2’ topographical map identified by quadrangle name): Arcadia Hub Shopping Center – 1201 to 1325 S. Baldwin Avenue, and 733, 745 and 815 W. Naomi Avenue. The Project site fronts Duarte Road, Baldwin Avenue, and Naomi Avenue in the City of Arcadia, CA. 3. Entity or person undertaking project: A. Patsy Ma on behalf of Baldwin Arcadia Center, LP B. Other (Private) (1) Name Patsy Ma (2) Address 430 S. Garfield Avenue #338 Alhambra, CA 91801 4. Staff Determination: The Lead Agency’s Staff, having undertaken and completed a preliminary review of this project in accordance with the Lead Agency's "Local Guidelines for Implementing the California Environmental Quality Act (CEQA)" has concluded that this project does not require further environmental assessment because: a. The proposed action does not constitute a project under CEQA. b. The project is a Ministerial Project. c. The project is an Emergency Project. d. The project constitutes a feasibility or planning study. e. The project is categorically exempt. Applicable Exemption Class: Section 15301, Class 1 f. The project is statutorily exempt. Applicable Exemption: g. The project is otherwise exempt on the following basis: h. The project involves another public agency which constitutes the Lead Agency. Name of Lead Agency: Date: June 2, 2015 Staff: Lisa Flores, Planning Services Manager