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HomeMy WebLinkAbout2.0_Pacifica Christian High School Enrollment Increase_PA2023-0078CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT Augst 17, 2023 Agenda Item No. 2 SUBJECT: Pacifica Christian High School Enrollment Increase (PA2023-0078) SITE LOCATION: 1499 Monrovia Avenue, 883 West 15th Street, 1515 Monrovia Avenue, 877 Production Place APPLICANT: Pacifica Christian High School OWNERS: PCHS Facilities LLC (1499 Monrovia Avenue) City of Newport Beach (833 West 15th Street) Coast Community College District (1515 Monrovia Avenue) Benda Building LLC (877 Production Place) PLANNER: Joselyn Perez, Associate Planner 949-644-3312, jperez@newportbeachca.gov PROJECT SUMMARY A request to amend the existing Use Permit for Pacifica Christian High School to increase student enrollment from 305 to 385 and to increase the number of administration and staff members from 35 to 50. Adequate parking would be provided by two on-site and two off- site surface parking lots totaling 170 parking spaces. As proposed, students would park either onsite, at the main high school campus (1499 Monrovia Avenue) or at the auxiliary campus (883 West 15th Street), or at Coastline Community College (1515 Monrovia Avenue). Administration and staff members would park in the off-site lots at either 1515 Monrovia Avenue or 877 Production Place. There are no additional classrooms, physical additions, or expansions proposed at either the main or auxiliary campus locations. Due to the proposed cumulative increase in average daily trips over a two-year period, the project also requires approval of a traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the Newport Beach Municipal Code. If approved and implemented, this Use Permit will supersede UP2021-037, which would be rendered null and void. RECOMMENDATION 1)Conduct a public hearing; 2)Find this project exempt from the California Environmental Quality Act (CEQA)pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines,because it has no potential to have a significant effect on the environment; and 3) Adopt Resolution No. PC2023-031 approving the Conditional Use Permit and Traffic Study (Attachment No. PC 1). 1 INTENTIONALLY BLANK PAGE2 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 2 VICINITY MAP GENERAL PLAN ZONING 1499 Monrovia Avenue LOCATION GENERAL PLAN ZONING CURRENT USE ON-SITE Private Institutions (PI) Private Institutions (PI) Pacifica Christian, Main Campus NORTH SOUTH EAST Multiple Residential (RM) Multiple Residential (RM) Coastline Community College, townhomes, apartments WEST Open Space/Residential Village Banning Newport Ranch (PC25) Undeveloped 883 West 15th Street LOCATION GENERAL PLAN ZONING CURRENT USE ON-SITE Public Facilities (PF) Public Facilities (PF) Pacifica Christian, Auxiliary Campus NORTH, SOUTH, EAST, WEST Multiple Residential (RM) Multiple Residential (RM) Residential, including mobile homes, condominiums, and apartments 877 Production Pl Off-site Parking 1515 Monrovia Ave Off-site Parking 1499 Monrovia Ave Main Campus 883 W 15th St Auxiliary Campus 3 INTENTIONALLY BLANK PAGE4 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 3 INTRODUCTION Project Setting and Background Pacifica Christian High School – Orange County (hereafter referred to as “Pacifica Christian”) operates a private high school within the West Newport Mesa neighborhood. The school has a main campus at 1499 Monrovia Avenue and an auxiliary campus at 883 West 15th Street. The main campus is abutted by Coastline Community College to the north, open space to the west, and residential to the south and east. The auxiliary campus is abutted by residential uses on all sides. On August 14, 2014, the Zoning Administrator’s approved Minor Use Permit No. UP2013-024, to allow Pacifica Christian to convert the City’s West Newport Community Center at 883 West 15th Street into a private school for grades 9 through 12. The maximum student enrollment was set at 125 with 15 faculty and/or staff members. Pacifica Christian entered into a 10-year lease agreement with the City for the use of the property with options for renewal and purchase. Pacifica Christian anticipates within the next six months negotiating another lease term with the City. On October 5, 2017, the Planning Commission approved Use Permit No. UP2017-008 to expand the school to 185 students and 18 faculty and/or staff members, and to use the property at 1499 Monrovia Avenue for offsite parking. On September 28, 2021, the City Council approved General Plan Amendment No. GP2021-002 and Code Amendment No. CA2021-003 (PA2021-068) to change the General Plan land use category and zoning of the main campus from Multiple Unit Residential (RM) to Private Institutions (PI). On November 18, 2021, the Planning Commission approved Use Permit No. UP2021-037 (Attachment No. PC 2), under which Pacifica Christian currently operates. This Use Permit authorizes a maximum enrollment of 305 students, a maximum of 35 faculty and/or staff members, the use of the building at 1499 Monrovia as classrooms, and off-site parking for faculty and staff members at Coastline Community College. Student parking for Pacifica Christian is provided onsite with 62 spaces available at the main campus and 40 at the auxiliary campus. Coastline Community College provides 35 spaces.The total number of parking spaces provided is 137. Pacifica Christian is in session on weekdays in August through June, typically between 7:30 a.m. and 3 p.m. 5 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 4 Project Description Pacifica Christian proposes to increase the school enrollment by 80 students, from 305 to 385, and to increase the number of faculty and/or staff by 15, from 35 to 50. The additional students will be accommodated by the existing school facilities and without the creation of additional classrooms. As described by the applicant, there are no physical changes proposed to the school and no other changes are proposed to the operational characteristics, such as schedule or term. The complete project description is available as Attachment No. PC 3. Existing plans for both campuses are provided for reference as Attachment No. PC 4. To accommodate the increase in number of students and staff, Pacifica Christian will increase the number of offsite parking spaces leased from Coastline Community College, from 35 to 45, and will provide 23 new off-site parking spaces at 877 Production Place. The total combined parking for all locations will be 170 spaces. Pursuant to Chapter 20.54.070(C) (Changes Approved by Original Review Authority) of the Newport Beach Municipal Code (NBMC), the proposed increase to school enrollment and staff requires an amendment to UP2021-037. Additionally, Chapter 20.40.100 (Off-Site Parking) of the NBMC requires a conditional use permit to authorize the use of off- site parking. A parking demand analysis that studies both the quantity of spaces and the use of off-site parking is provided as Exhibit B of Attachment No. PC 1. Lastly, if the project is approved and implemented, cumulative daily trips will increase by 174 over the number of trips assumed for UP2021-037 and 434 over the number of trips assumed for UP2017-008. Pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC, any project that results in an increase of 300 daily trips or greater within a 24-month period requires the approval of a traffic study. The traffic study is provided as Exhibit C of Attachment No. PC 1. DISCUSSION Analysis General Plan 1499 Monrovia Avenue is categorized as Private Institutions (PI) by the General Plan Land Use Element. The PI category provides for the development of privately owned facilities that serve the public, including places for religious assembly, private schools, health care, cultural institutions, museums, yacht clubs, congregate homes, and compatible facilities. The project is consistent with the purpose and intent of the PI category, as it enhances and improves the viability of an existing private school. 883 W. 15th Street is categorized as Public Facility (PF) by the General Plan Land Use Element. The PF category provides for the development of public schools, cultural 6 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 5 institutions, government facilities, community centers, public hospitals, and public facilities. The existing school use has been found consistent with PF category and the use is not changing with the project. 1515 Monrovia Avenue is categorized as Multiple Residential (RM) by the Land Use Element of the General Plan. While RM is intended to provide primarily areas for multi-family residential development, the site is developed with a community college (i.e., a public school) which may override the application of zoning and land use regulations for its classroom facilities. 877 Production Place is categorized as General Industrial (IG) by the Land Use Element of the General Plan. The IG category is intended to provide areas appropriate for a wide range of moderate to low intensity industrial uses, such as light manufacturing and research and development, and limited ancillary commercial and office uses. The site is developed with an approximately 8,000 sq. ft. warehouse building with limited office space and a surface parking lot. The use of the parking spaces by Pacifica Christian staff should not impede the use of the existing building for storage and office space. Zoning Code 1499 Monrovia Avenue is zoned Private Institutions (PI) and 883 W. 15th Street is zoned Public Facilities (PF), both of which allow private schools with the approval of a minor use permit pursuant to Section 20.26.020 (Special Purpose Zoning Districts Land Uses and Permit Requirements) of the NBMC. The properties presently operate as the main campus and auxiliary campus of the high school pursuant to UP2021-037. The use of the properties would remain consistent with uses permitted by the PI and PF Zoning Districts. 1515 Monrovia Avenue is zoned Multiple Residential (RM) and, as discussed in the section above, the use of the site as a public community college preempts local zoning and development standards. Use of the surface parking area as off-site parking for Pacifica Christian staff is allowed through the approval of a conditional use permit. 877 Production Place is zoned Industrial (IG). The IG zoning allows for a variety of industry, manufacturing, processing, and warehousing uses along with office uses. The property currently operates as an industrial warehouse with small offices, which is consistent with the Zoning District. The applicant has leased out the entire existing building for a five-year term and intends to continue the use of the building as warehouse with office space. Notably, schools are not an allowed use in the IG zone and, as such, the property cannot be used as an ancillary campus or operate in a manner where students use the site. The applicant has explicitly stated in the project description that students will not be allowed to use the site. 7 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 6 Use Permit Amendment - School Expansion In accordance with Section 20.52.020 (Conditional Use Permits and Minor Use Permits) of the NBMC, the Planning Commission must make the following findings for approval of a use permit: 1.The use is consistent with the General Plan and any applicable Specific Plan; 2.The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and Municipal Code; 3.The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity; 4.The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities; and 5.Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. As discussed, the school use is consistent with the General Plan, zoning, and will not require any physical expansion of the existing facilities. The project was reviewed by the Code Enforcement Division and no concerns were raised. The school has proven compatible with the surrounding residential and educational uses, as demonstrated through a lack of complaints and a lack of code enforcement cases. Furthermore, there are policies within the General Plan that support the request for increased enrollment. Table 1 below highlights two relevant policies: Table 1- Applicable Polices General Plan Goal or Policy Consistency Policy LU 2.1 (Resident-Serving Land Uses) Encourage the accommodation of uses that support the needs of Newport Beach’s residents including housing, retail, services, employment, recreation, education, culture, entertainment, civic engagement, and social and spiritual activity that are in balance with community natural resources and open spaces. The Project will increase educational capacity without expanding the footprint of the existing campuses or impacting natural resources or open spaces. 8 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 7 Table 1- Applicable Polices General Plan Goal or Policy Consistency Policy LU 6.1.1 (Adequate Community Supporting Uses) Accommodate schools, government administrative and operational facilities, fire stations and police facilities, religious facilities, schools, cultural facilities, museums, interpretative centers, and hospitals to serve the needs of Newport Beach’s residents and businesses. The Project will enhance and improve the viability of an existing school that serves the community. Student Drop-Off/Pick-Up An analysis of Pacifica Christian’s drop-off/pick-up plan was prepared by Gibson Transportation Consulting, Inc. and is included in the Parking Demand Analysis (Exhibit B of Attachment No PC 1). The City Traffic Engineer reviewed and accepted the analysis, including the proposed traffic circulation and queuing to accommodate the increased drop-offs and pick-ups. The analysis found that student drop-off and pick-up by parent or other is the primary way students get to school. This is not expected to change with increased enrollment. Drop-off and pick-up will be located at both campuses. According to Gibson, the 1499 Monrovia Avenue site will accommodate approximately 80 percent of the drop-off/pick-up demand, or 187 vehicles, and the 883 West 15th Street site will accommodate approximately 20 percent of the drop-off/pick-up demand, or 47 vehicles. Drop-off and pick-up operations at the 883 West 15th Street campus are not proposed to change. Cars entering the drop-off/pick-up queue at the 1499 Monrovia Avenue campus will enter from Monrovia Avenue at the southern end of the parking lot and will exit at the north end onto Monrovia Avenue, near Coastline Community College. Drop-off and pick-up circulation for both campuses is illustrated in Figure 1. The campuses can accommodate the number of vehicles anticipated with the increased enrollment. 9 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 8 Figure 1: Drop-off and pick-up circulation for 1499 Monrovia Ave. and 883 W. 15th St. Parking The Zoning Code does not provide a specific parking requirement for school uses and instead requires the parking requirement to be studied and established by a use permit. A parking demand analysis was prepared by Gibson Transportation Consulting, Inc. dated August 4, 2023. Gibson analyzed the potential peak parking demand for the increased enrollment numbers and developed recommendations to manage the parking demand. The City Traffic Engineer has reviewed and accepted the analysis and found the recommendations to be adequate. Under the project conditions, Pacifica Christian anticipates 144 of the 385 students enrolled to be of driving age. Of that number, Gibson anticipates that approximately 65 percent would drive to school resulting in a parking demand of roughly 94 spaces. A total of 102 spaces will be available for student parking at either at the main campus or at the auxiliary campus through a student parking permit program. Pacifica Christian will lease 45 spaces from Coastline College. An additional 23 spaces will be provided at 877 Production Place. While Coastline Community College will be open to student parking, most students will park onsite. The parking at 877 Production Place will be limited to staff 10 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 9 only. The total parking supply will be 170 spaces which is adequate for the increased student and staff population. Pacifica Christian will continue to implement its existing school parking policy that prohibits staff and students from parking on 15th Street and Monrovia Avenue. Use Permit – Off-Site Parking In accordance with Section 20.40.100(B) (Off-Site Parking) of the NBMC, the Planning Commission must also make the following findings for approval of a conditional use permit for off-site parking: 1.The parking facility is located within a convenient distance to the use it is intended to serve. 2.On-street parking is not being counted towards meeting parking requirements. 3.Use of the parking facility will not create undue traffic hazards or impacts in the surrounding area. 4.The parking facility will be permanently available, marked, and maintained for the use it is intended to serve. Pacifica Christian has leased spaces from Coastline Community College since its most recent enrollment increase in 2021. Coastline Community College abuts the main campus and is approximately an 80-foot walk from the building. Coastline Community College is an approximately 500-foot walk from the auxiliary campus. The project will increase the number of spaces leased from 35 to 45. In addition to the parking spaces at Coastline Community College, Pacifica Christian will lease parking spaces at 877 Production Place to accommodate the increase in staff. As previously discussed, Pacifica Christian has entered a five-year lease agreement to occupy the entire approximately 8,000-square-foot warehouse building and surface parking lot. Pacifica Christian will control the use of the building in such a way that there is no displacement of required parking. Administrative staff will park at 877 Production Place and will either work within the office space or walk to Pacifica Christian’s campus for their scheduled shift. Students are not allowed to park or otherwise use the site. The walking route from 877 Production Place to the auxiliary campus is approximately .33 miles and is shown in purple in Figure 2 below. A staff member parking at 877 Production Place and working at the auxiliary campus would have the longest walk and the walk would typically take 5 to 7 minutes on average, depending on walking ability. 11 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 10 Figure 2: Walking directions from 877 Production Pl. to 883 W 15th St. The resulting number of pedestrians walking from either off-site lot should not result in impacts to the surrounding area as sidewalks and crosswalks, intended for pedestrians, are provided along the route. To ensure the off-site parking remains available, the draft resolution includes conditions of approval requiring the applicant to record covenants against the project properties guaranteeing the availability of offsite parking at Coastline Community College and 877 Production Place. Condition of Approval No. 21 requires immediate notification to the Community Development Director if the off-site parking becomes unavailable. The condition provides contingency steps to be taken in the event any of the off-site parking becomes unavailable. These contingencies include providing substitute parking, reducing the size or intensity of the school in proportion to the parking spaces lost; or filing an amendment for a parking reduction pursuant to Section 20.40.110 of the NBMC rendering the required off-site parking unnecessary. 12 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 11 Traffic Study With the increased enrollment, cumulative daily trips to the high school will increase by 174 over the number of daily trips assumed for UP2021-037 and 434 over the number of daily trips assumed for Use Permit No. UP2017-008. The average daily trips associated with the enrollment increase approved by Use Permit No. UP2021-037 in November of 2021 is included within the analysis for this project, as the increase occurred within the last 24-months. In accordance with Chapter 15.40.030(A) (Traffic Phasing Ordinance) of the NBMC, projects that generate over 300 new trips within a 24-month period trigger the need for the preparation of a Traffic Study. A traffic study, titled “Traffic Impact Analysis for “Pacifica Christian High School Enrollment Increase Newport Beach, California” dated August 2023, was prepared by LSA under the supervision of the City Traffic Engineer (Exhibit C of Attachment No. PC 1). The Traffic Impact Analysis included eight relevant study intersections that were analyzed for potential impacts based on the City’s Intersection Capacity Utilization (“ICU”) methodology, which is expressed in terms of level of service (“LOS”). Utilizing these methodologies, the Traffic Impact Analysis determined that the eight intersections identified will continue to operate at satisfactory LOS as defined by the Traffic Phasing Ordinance. The addition of the project would not create a LOS impact. Because the project will neither cause an unsatisfactory LOS nor make worse an unsatisfactory LOS at any impacted intersection, no improvements or mitigation are necessary. Summary If approved, the project will allow Pacifica Christian to increase its enrollment to a maximum of 385 students with 50 staff members. 170 parking spaces will be provided to support the increase through a combination of both on-site and off-site surface parking lots. No physical changes are proposed to the existing school facilities and no other operational changes, such as changes to school hours or the school term, are proposed. Alternatives 1.The Planning Commission may suggest specific changes that are necessary toalleviate any concerns. If the requested changes are substantial, the item could becontinued to a future meeting. Should the Planning Commission choose to do so, staffwill return with a revised resolution incorporating new findings and/or conditions. 2.If the Planning Commission believes that there are insufficient facts to support thefindings for approval and a denial action is more appropriate, staff would recommenda continuance to prepare a resolution reflecting this course of action. 13 Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission, August 17, 2023 Page 12 Environmental Review This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Division 6, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The Class 1 exemption authorizes the operation of existing facilities involving negligible expansion of use. The project is limited to the increase in enrollment and staff at an existing high school. No physical expansion to either campus is proposed. The main campus and auxiliary campus are appropriately sized to accommodate the proposed enrollment without any physical expansion and additional floor area. Furthermore, there are no additional classrooms proposed. 1515 Monrovia Avenue will continue to operate as a community college and the limited use of surface lot parking spaces by Pacifica Christian will not impact or change the existing use of the site. Similarly, 877 Production Place will continue to operate as a warehouse with office space and the use of the surface parking lot by Pacifica Christian faculty will not impact or change the existing use of the site. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways) including the applicant and posted on the subject properties at least 10 days before the scheduled meeting, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. Prepared by: Submitted by: BMZ/jp ATTACHMENTS PC 1 Draft Resolution with Parking Analysis and Traffic Study PC 2 Use Permit No. UP2021-037 PC 3 Applicant’s Project Description PC 4 Existing Plans for 1499 Monrovia Avenue and 883 West 15th Street 14 Attachment No. PC 1 Draft Resolution 15 INTENTIONALLY BLANK PAGE16 RESOLUTION NO. PC2023-031 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH, CALIFORNIA, APPROVING A CONDITIONAL USE PERMIT AND TRAFFIC STUDY FOR INCREASED ENROLLMENT AND ADDITIONAL FACULTY AT PACIFICA CHRISTIAN HIGH SCHOOL LOCATED AT 1499 MONROVIA AVENUE AND 883 WEST 15TH STREET WITH OFF- SITE PARKING LOCATED AT 1515 MONROVIA AVENUE AND 877 PRODUCTION PLACE AND SUPERCEDING USE PERMIT NO. UP2021-037 (PA2023-0078) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. Pacifica Christian High School – Orange County (“Applicant) operates a private high school (“Pacifica Christian”) pursuant to Use Permit No. UP2021-037, approved by the Planning Commission on November 18, 2021. Pacifica Christian has a main campus at 1499 Monrovia Avenue and an auxiliary campus at 883 West 15th Street (collectively, the “Project Site”). Pacifica Christian was previously authorized pursuant to Use Permit No. UP2017-008. Use Permit No. UP2021-037 superseded Use Permit No. UP 2017-008 to allow classroom use at both sites, an increase in enrollment, and authorize off-site parking at 1515 Monrovia Avenue for school staff. 2. The property at 1499 Monrovia Avenue is owned by PCHS Facilities LLC while the Applicant leases the parking area adjacent to 1499 Monrovia Avenue and the property at 883 West 15th Street, from the City of Newport Beach. The Applicant currently leases off- site parking from Coastline Community College, located at 1515 Monrovia Avenue. 3. The Applicant filed an application with respect to the properties located at 1499 Monrovia Ave and 883 West 15th Street to increase student enrollment by 80 students, from 305 to 385, and to increase the number of staff by 15 staff members, from 35 to 50. To accommodate the increase in number of students and staff, the Applicant proposes to increase the number of off-site parking spaces at Coastline Community College by 10 parking spaces, from 35 to 45, and to provide 23 new off-site parking spaces at 877 Production Place. The total combined parking for all locations will be 170 parking spaces. There are no additions or expansions proposed at the main and auxiliary campus locations (“Project”). 4. The Project requires an amendment to Use Permit No. UP2021-037 to raise the maximum enrollment and implement the proposed off-site parking arrangement. The Project also requires a traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the Newport Beach Municipal Code (“NBMC”), as cumulative daily trips to the Project Site have increased by over 300 within a 24-month period. If approved and implemented, this Use Permit will supersede Use Permit No. UP2021-037, which would be rendered null and void. 17 Planning Commission Resolution No. PC2023-031 Page 2 of 17 01-17-23 5. The property at 1499 Monrovia Avenue is developed with the main campus and is categorized as Private Institutions (PI) by the Land Use Element of the General Plan and has a zoning designation of Private Institutions (PI). 6. The property at 883 West 15th Street is developed with the auxiliary campus and is categorized as Public Facilities (PF) by the Land Use Element of the General Plan and has a zoning designation of Public Facilities (PF). 7. The property at 1515 Monrovia Avenue, which is developed with Coastline Community College and will provide 45 off-site parking spaces, is categorized as Multiple Residential (RM) by the Land Use Element of the General Plan and has a zoning designation of Multiple Residential (RM). 8. The property at 877 Production Place, which is developed with an approximately 8,000- square-foot warehouse building and will provide 23 off-site parking spaces, is categorized as General Industrial (IG) by the Land Use Element of the General Plan and has a zoning designation of Industrial (IG). 9. None of the subject properties are located within the Coastal Zone. 10. A public hearing was held on August 17, 2023, in the Council Chambers located at 100 Civic Center Drive, Newport Beach, California. A notice of time, place and purpose of the public hearing was given in accordance with the Section 54950 of the California Government Code et seq. (“Ralph M. Brown Act”) and Chapter 20.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This Project is exempt from the California Environmental Quality Act (“CEQA”) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. The exceptions to this categorical exemption under Section 15300.2 are not applicable. 2. Section 15301 authorizes the operation of existing facilities involving negligible expansion of use. The Project is limited to the increase in enrollment and staff at an existing high school. No physical expansion to either campus is proposed. The main campus and auxiliary campus are appropriately sized to accommodate the proposed enrollment without any physical expansion and additional floor area. Furthermore, there are no additional classrooms proposed. 3. The property at 1515 Monrovia Avenue will continue to operate as a community college and the limited use of surface lot parking spaces by Pacifica Christian High School will not impact or change the existing use of the site. Similarly, 877 Production Place will continue to operate as a warehouse with office space and the use of the surface parking lot by Pacifica Christian faculty will not impact or change the existing use of the site. 18 Planning Commission Resolution No. PC2023-031 Page 3 of 17 01-17-23 SECTION 3. REQUIRED FINDINGS. Conditional Use Permit In accordance with Section 20.52.020(F) (Conditional Use Permits and Minor Use Permits) of the NBMC, the following findings and facts in support of the findings for a use permit are set forth: Finding: A. The use is consistent with the General Plan and any applicable specific plan. Facts in Support of Finding: 1. The 1499 Monrovia Avenue property is categorized as Private Institutions (PI) by the General Plan Land Use Element. The Private Institutions (PI) category provides for the development of privately owned facilities that serve the public, including places for religious assembly, private schools, health care, cultural institutions, museums, yacht clubs, congregate homes, and compatible facilities. The Project is consistent with the purpose and intent of the PI category, as it enhances and improves the viability of an existing private school. 2. The 883 West 15th Street property is categorized as Public Facility (PF) by the General Plan Land Use Element. The Public Facility (PF) category provides for the development of public schools, cultural institutions, government facilities, community centers, public hospitals, and public facilities. The existing school use has been found consistent with Public Facility (PF) category and the use is not changing with the Project. 3. The 1515 Monrovia Avenue property is categorized as Multiple Residential (RM) by the Land Use Element of the General Plan. While Multiple Residential (RM) is intended to provide primarily areas for multi-family residential development, the site is developed with a community college (i.e., a public school) which may override the application of zoning and land use regulations for its classroom facilities. 4. The 877 Production Place property is categorized as General Industrial (IG) by the Land Use Element of the General Plan. The General Industrial (IG) category is intended to provide areas appropriate for a wide range of moderate to low intensity industrial uses, such as light manufacturing and research and development, and limited ancillary commercial and office uses. The use of the parking spaces by Pacifica Christian staff should not impede the use of the existing warehouse and office space. 5. The Project is in furtherance of the General Plan’s Goals and Policies, including, but not limited to the following: a. Land Use Element Policy LU2.1 (Resident-Serving Land Uses) encourages the City to accommodate uses that support the needs of Newport Beach’s residents including housing, retail, services, employment, recreation, education, culture, entertainment, 19 Planning Commission Resolution No. PC2023-031 Page 4 of 17 01-17-23 civic engagement, and social and spiritual activity that in balance with community natural resources and open spaces. The Project will increase educational capacity without expanding the footprint of the existing campuses or impacting natural resources or open spaces. b. Policy LU 6.1.1 (Adequate Community Supporting Uses) also encourages the City to accommodate schools to serve the needs of Newport Beach’s residents and businesses. The Project will enhance and improve the viability of an existing school that serves the community. Finding: B. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code. Facts in Support of Finding: 1. The 1499 Monrovia Avenue property is zoned Private Institutions (PI) and the 883 West 15th Street property is zoned Public Facilities (PF), both of which allow private schools with the approval of a minor use permit pursuant to Section 20.26.020 (Special Purpose Zoning Districts Land Uses and Permit Requirements) of the NBMC. The properties presently operate as the main campus and auxiliary campusof the high school pursuant to Use Permit No. UP2021-037. The use of the main and auxiliary campuses would remain consistent with uses permitted by the Private Institutions (PI) and Public Facilities (PF) Zoning Districts. 2. The Zoning Administrator initially found a school use at 883 West. 15th Street consistent with the zoning district through approval of Minor Use Permit No. UP2014-008 which was later superseded by the approval of Conditional Use Permit No. UP2017-008 on October 5, 2017. UP2017-008 increased student enrollment to a maximum of 185 students and a maximum of 18 faculty and authorized the use of off-site parking. The Planning Commission found a school use to be consistent with the zoning for both sites with approval of Use Permit No. UP2021-037 on November 18, 2021. 3. The 1515 Monrovia Avenue property is zoned Multiple Residential (RM) and, as discussed in Fact 3 in Support of Finding A, a public community college may override a local zoning ordinance. Use of the surface parking area as off-site parking for Pacifica Christian is allowed through the approval of a conditional use permit. 4. The 877 Production Place property is zoned Industrial (IG). The Industrial (IG) zoning allows for a variety of industry, manufacturing, processing, and warehousing uses along with office uses. The property currently operates as an industrial warehouse with small offices, which is consistent with the Zoning District. The Applicant has leased out the entirety of the building and intends to continue the use as warehouse and office space. Schools are not an allowed in the Industrial (IG) zone and, as such, the Property cannot be used as an ancillary campus or operate in a manner where students use the site. Condition of Approval No. 16 is included to prohibit school operations on the site. 20 Planning Commission Resolution No. PC2023-031 Page 5 of 17 01-17-23 5. Table 3-10 (Off-Street Parking Requirements) of Section 20.40.040 (Off-Street Parking Spaces Required) of the NBMC provides that the number of parking spaces required for a school use shall be established by use permit. The August 4, 2023, Gibson Transportation Consulting, Inc. Parking Demand Analysis (“Parking Analysis”) analyzed the increase in enrollment and faculty. The Parking Analysis has been reviewed and accepted by the City Traffic Engineer and supports the finding that 170 total spaces between the on-site and off- site parking areas is adequate to support the increases, subject to the implementation of the recommendations provided in the analysis. The request for off-site parking is evaluated and substantiated in Findings F through I below. 6. Pursuant to Section 15.40.030(A) (Traffic Phasing Ordinance) of the NBMC, a traffic study was required as cumulative daily trips to the Project Site have increased by over 300 within a 24-month period. As provided in the Fact in Support of Finding J, the Traffic Impact Analysis was prepared. The Traffic Impact Analysis concluded the Project would not result in impacts to levels of service and is further discussed in Fact 2 in Support of Finding K. Finding: C. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. Facts in Support of Finding: 1. The main campus at 1499 Monrovia Avenue is abutted by Coastline Community College to the north, open space to the west, and residential to the south and east. The auxiliary campus at 883 West 15th Street is abutted by residential uses on all sides. 2. Specific conditions of approval have been included to help ensure that Pacifica Christian continues to operate and function in a compatible manner with the existing uses in the vicinity and nearby sensitive receptors. For example, to minimize disturbance to nearby residents, Condition of Approval No. 11 limits the hours for delivery and refuse collection to those outside of nighttime hours. Condition of Approval No. 26 requires Pacifica Christian to manage the noise generated and it also provides the Community Development Director the ability to require corrective measures if nuisance noise is generated. 3. Pacifica Christian is in session on weekdays, typically between the hours of 7:30 a.m. and 3 p.m. Classes generally run from the months of August through June. There are no changes proposed to the school schedule or to the basic operational characteristics of the Pacifica Christian. 4. The Project was reviewed by the Code Enforcement Division and no concerns were raised. Pacifica Christian is compatible with the surrounding residential and educational uses as demonstrated by a lack of complaints and a lack of code enforcement cases. 5. The 1499 Monrovia Avenue property has a total of 62 parking spaces and the 883 West 15th Street property has a total of 40 parking spaces. 45 off-site parking spaces will be provided at Coastline Community College with an additional 23 off-site parking spaces 21 Planning Commission Resolution No. PC2023-031 Page 6 of 17 01-17-23 provided at 877 Production Place The 170 total parking spaces located at the four properties will be sufficient to serve the use with the implementation of the recommendations of the Parking Analysis. Recommendations include assigned parking, a prohibition of on-street parking, the implementation of drop-off, pick-up and queuing plan, and the implementation of a transportation demand program to reduce number of vehicle trips generated (i.e., encouraging walking, bicycling, carpooling). 6. The use of 877 Production Place for off-site parking by Pacifica Christian staff is not anticipated to impact the surrounding neighborhood. The Applicant is leasing the entire property and will control the use of the building in such a way that there is no displacement of required parking. Administrative staff will park at 877 Production Place and will either work within the office space or walk to the Project Site for their scheduled shift. Condition of Approval No. 16 prohibits Pacifica Christian from subleasing space within the building without providing adequate substitute parking or reducing number of staff accordingly. Finding: D. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities. Facts in Support of Finding: 1. The Project was reviewed by the Building Division, including Fire/Life Safety Services, and the Public Works Department. Both campuses are suitable for the increased number of students and staff. 2. With the implementation of the recommendations made in the Parking Analysis, Pacifica Christian will have adequate on-site and off-site parking for their staff members and students. 3. All student pick-up and drop-off will be done within the main and auxiliary campus parking lots on the 1499 Monrovia Avenue and 883 West 15th Street properties. Physical access for emergency vehicles will be provided at 1499 Monrovia Avenue and 883 West 15th Street by the existing driveways fronting Monrovia Avenue and 15th Street, respectively. 4. The City Traffic Engineer has reviewed and approved the Parking Analysis and supports the proposed traffic queuing arrangement of the on-site and off-site parking lots. With the proposed conditions of approval, no conflicts in traffic circulation or queuing problems are anticipated and the existing driveways can accommodate vehicle access. 5. All utilities to the properties are presently provided and the increased enrollment will not necessitate expanding services. 22 Planning Commission Resolution No. PC2023-031 Page 7 of 17 01-17-23 Finding: E. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, nor endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Facts in Support of Finding: 1. Facts in Support of Findings A, B, C and D are incorporated herein by reference. 2. Facts in Support of Findings F, G, H, and I to approve off-site parking set forth below are incorporated herein by reference. 3. Most of the pedestrian traffic will pass by residential uses, as students and staff travel between the two school sites. The traffic will generally occur at the beginning and end of each school day and during passing periods. The pedestrian traffic will be subject to school oversight, including an on-duty faculty member overseeing passing periods. There will be a limited amount of pedestrian traffic traveling between the off-site lots at 1515 Monrovia Avenue and 877 Production Place to the two campuses. 4. The Parking Analysis shows that the sites will support the expanded enrollment with implementation of the recommendations within the Parking Analysis. The Applicant is required to take reasonable steps to ensure the operation of the high school will not create a nuisance to the surrounding uses. Off-Site Parking In accordance with Section 20.40.100(B) (Off-Site Parking) of the NBMC, the following findings and facts in support of such findings are set forth related to off-site parking: Finding: F. The parking facility is located within a convenient distance to the use it is intended to serve. Facts in Support of Finding: 1. The off-site parking lot at 1515 Monrovia Avenue is approximately an 80-foot walk from the main campus at 1499 Monrovia Avenue and a 500-foot walk from the auxiliary campus at 883 West 15th Street 2. The off-site parking lot 877 Production Place is within one-third of a mile from both campuses, which is typically considered about a five- to seven-minute walk on average, depending on walking ability. Parking at 877 Production Place is limited to staff only and the distance is appropriate and conducive to effective off-site parking. 23 Planning Commission Resolution No. PC2023-031 Page 8 of 17 01-17-23 Finding: G. On-street parking is not being counted towards meeting parking requirements. Fact in Support of Finding: The on-street public parking along 15th Street and Monrovia Avenue is not being counted towards meeting requirements for the Project. Finding: H. Use of the parking facility will not create undue traffic hazards or impacts in the surrounding area. Facts in Support of Finding: 1. Student drop off/pick up is not allowed at either off-site lot; therefore, queuing will not occur. The off-site parking lots will function as normal parking lots and should not create undue traffic hazards. Further, students are not allowed to park at either off-site lot. 2. The resulting number of pedestrians walking from either off-site lot should not result in impacts to the surrounding area as sidewalks and crosswalks, intended for pedestrians, are provided along the route. Finding: I. The parking facility will be permanently available, marked, and maintained for the use it is intended to serve. Fact in Support of Finding: Condition of Approval No. 21 adequately addresses this finding through: (1) requiring an updated parking agreement or covenant be recorded against the Project’s properties guaranteeing the availability of off-site parking at Coastline Community College and 877 Production Place; (2) requiring immediate notification to the Director if the off-site parking becomes unavailable; and (3) providing contingency steps to be taken in the event any of the off-site parking becomes unavailable. Traffic Study In accordance with Section 15.40.030(A) (Traffic Phasing Ordinance) of the NBMC, the following findings and facts in support of such findings are set forth herein: Finding: J. That a traffic study for the project has been prepared in compliance with this NBMC Chapter 15.40 and Appendix A. 24 Planning Commission Resolution No. PC2023-031 Page 9 of 17 01-17-23 Fact in Support of Finding: A traffic study, titled “Traffic Impact Analysis for Pacifica Christian High School Enrollment Increase Newport Beach, California” dated August 2023 (“Traffic Impact Analysis”), which is attached hereto as Exhibit “C” and incorporated herein by reference, was prepared by LSA under the supervision of the City Traffic Engineer for the Project in compliance with Chapter 15.40 (Traffic Phasing Ordinance) and Appendix A of the NBMC. Finding: K. That, based on the weight of the evidence in the administrative record, including the traffic study, one of the findings for approval in subsection 15.40.030(B) can be made: 1. Construction of the project will be completed within 60 months of project approval in accordance with Section 15.40.030(B)(1) of the NBMC. 2. Additionally, the project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted intersection in accordance with Section 15.40.030(B)(1)(a) of the NBMC. Facts in Support of Finding: 1. There is no construction associated with the Project; however, the Project is expected to be implemented immediately upon its effective date with the onset of the 2023-2024 school year. 2. The Traffic Impact Analysis included eight study intersections that were analyzed for potential impacts based on the City’s Intersection Capacity Utilization (“ICU”) methodology, which is expressed in terms of level of service (“LOS”). Utilizing these methodologies, the Traffic Impact Analysis determined that the eight intersections identified will continue to operate at satisfactory LOS as defined by the Traffic Phasing Ordinance. The addition of the Project would not create a LOS impact and the City Traffic Engineer concurs with this conclusion. Finding: L. That the project proponent has agreed to make or fund the improvements, or make the contributions, that are necessary to make the findings for approval and to comply with all conditions of approval. Fact in Support of Finding: No improvements or mitigation are necessary because implementation of the Project with the will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach. 25 Planning Commission Resolution No. PC2023-031 Page 10 of 17 01-17-23 SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby finds this Project is categorically exempt from the California Environmental Quality Act pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. 2. The Planning Commission of the City of Newport Beach hereby approves the Conditional Use Permit and Traffic Study filed as PA2023-0078, subject to the conditions outlined in Exhibit “A” and the Applicant’s implementation of the recommendations prescribed within the Parking Analysis included as Exhibit “B,” which are attached hereto and incorporated by reference. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk by the provisions of Chapter 15.40 (Traffic Phasing Ordinance) and Title 20 (Planning and Zoning) of the NBMC. 4. This Resolution supersedes Planning Commission Resolution No. PC2021-030 which approved Use Permit No. UP2021-037. Upon vesting of the rights authorized by this use permit, shall become null and void. PASSED, APPROVED, AND ADOPTED THIS 17TH DAY OF AUGUST, 2023. AYES: NOES: ABSTAIN: ABSENT: BY:_________________________ Curtis Ellmore, Chair BY:_________________________ Tristian Harris, Secretary 26 Planning Commission Resolution No. PC2023-031 Page 11 of 17 01-17-23 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) Planning Division 1. The development shall be in substantial conformance with the approved site and floor plan stamped and dated with the date of this approval. (Except as modified by applicable conditions of approval.) 2. PA2023-0078 shall expire unless exercised within 24 months from the date of approval as specified in NBMC Section 20.54.060 (Time Limits and Extensions), unless an extension is otherwise granted. 3. The Project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 4. The Applicant shall comply with all federal, state, and local laws. Violation of any of those laws in connection with the use may be cause for revocation of this Use Permit. 5. This Use Permit may be modified or revoked by the Planning Commission or City Council should they determine that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 6. Any change in operational characteristics, expansion in area, or other modification to the approved plans, shall require subsequent Planning Division review and potentially the processing of an amendment to this Use Permit or the processing of a new use permit. 7. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 8. Should any of the properties be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 9. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self-latching gate) or otherwise screened from view of neighboring properties, except when placed for pick-up by refuse collection agencies. 27 Planning Commission Resolution No. PC2023-031 Page 12 of 17 01-17-23 The trash enclosure shall have a decorative solid roof for aesthetic and screening purposes. 10. The Applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self-contained dumpsters or periodic steam cleaning of the dumpsters, if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the provisions of Title 14, including all future amendments (including Water Quality related requirements). 11. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10 p.m. and 7 a.m. on weekdays and Saturdays and between the hours of 10 p.m. and 9 a.m. on Sundays and Federal holidays, unless otherwise approved by the Director of Community Development, and may require an amendment to this Use Permit. 12. Storage outside of the building in the front or at the rear of the property shall be prohibited, with the exception of the required trash container enclosure. 13. A Special Events Permit is required for any event or promotional activity outside the normal operational characteristics of the approved use, as conditioned, or that would attract large crowds (open house, back-to-school nights, etc.), include any form of on- site media broadcast, or any other activities as specified in the NBMC to require such permits. 14. Student enrollment shall not exceed 385 students. 15. Administration/faculty/staff shall not exceed 50 persons. 16. 877 Production Place shall only be used for warehousing and administrative office functions and shall not be used as an auxiliary campus or in a way that students use or access the site. 877 Production Place shall not be subleased without notifying the Director and providing adequate substitute parking or reducing the number of staff accordingly. 17. A minimum of one parking space shall be always provided for each administration/faculty member. 18. A total combined 170 parking spaces shall be maintained for Pacifica Christian High School to have the enrollment of 385 students and 50 administration/faculty members. 19. Forty (40) parking spaces shall be maintained at the 883 West 15th Street property and available for Pacifica Christian during the regular school hours; twenty-five (25) of those spaces shall be allocated for the use of City’s programs and activities in the gymnasium after the regular school hours, unless the City discontinues all use and the school shall have exclusive use of the entire property and all 40 parking spaces. 20. Sixty-two (62) parking spaces shall be maintained at the 1499 Monrovia Avenue parking lot for the use of Pacifica Christian High School. 28 Planning Commission Resolution No. PC2023-031 Page 13 of 17 01-17-23 21. An updated parking agreement or covenant, in a form approved by the City Attorney and the Director, that guarantees the availability of the required off-site parking at the approved off-site location shall be recorded with the County Recorder’s Office against both properties (883 West 15th Street and 1499 Monrovia Avenue). The agreement or covenant shall also guarantee the availability of four-five (45) off-street parking spaces for faculty and staff parking at Coastline Community College and 23 off-street parking spaces for faculty and staff parking at 877 Production Place or other suitable and convenient as determined by the Director of Community Development. The agreement or covenant shall require the owner or operator of the project to immediately notify the Director of any change of ownership or use of the property where the required off-site parking is located, or changes in the use or availability of the required off-site parking, or of any termination or default of the agreement between the property owners. Upon notification that any private lease agreement for the required off-site parking has terminated or the required off-site parking is otherwise unavailable for the use authorized by Conditional Use Permit (PA2023-0078), the Director shall establish a reasonable period of time in which one of the following shall occur: 1) Substitute parking is provided that is acceptable to the Director; or 2) the size or intensity of use authorized by Conditional Use Permit (PA2023-0078) is reduced in proportion to the parking spaces lost; or 3) the owner or operator of the project must obtain a parking reduction pursuant to Section 20.40.110 of the NBMC rendering the required off- site parking unnecessary. 22. Students are prohibited from parking at 877 Production Place. 23. Applicant shall comply with the Parking Management Recommendations and School Drop- Off/Pick-Up Procedures provided in the Parking Analysis, prepared by Gibson Transportation Consulting, Inc. dated August 4, 2023, and included herein as Exhibit “B.” 24. An adequate number of bicycle storage racks shall be provided at the school facility. 25. No outside paging system shall be utilized at the school campus and off-site parking lot. 26. Pacifica Christian shall be responsible for the control of noise generated by the subject properties. The noise generated by the proposed use shall comply with the provisions of Chapter 10.26 of the NBMC. Upon evidence that noise generated by the project exceeds the noise standards established by Chapter 10.26 of the Municipal Code, the community development director may require that the applicant or successor retain a qualified engineer specializing in noise/acoustics to monitor the sound generated by the use and to develop a set of corrective measures necessary in order to ensure compliance. 27. The student classroom hours during the school year (August to June) shall be from 7:30 a.m. to 3 p.m., Monday through Friday. Board/staff meetings, parent/teacher conferences, and student extra curriculum (sports, theater, etc.) are permitted before or after classroom hours as long as adequate on-site parking is provided, except between the hours of 10 p.m. and 7 a.m. Office/administrative functions are permitted outside of the classroom hours and during the summer months. 29 Planning Commission Resolution No. PC2023-031 Page 14 of 17 01-17-23 28. All proposed signs shall be in conformance with the provisions of Chapter 20.42 (Sign Standards) of the NBMC. 29. Prior to implementation of this Conditional Use Permit, the Applicant shall pay any applicable Fair Share Fees in accordance with Chapter 15.38 (Fair Share Traffic Contribution Ordinance) of the NBMC. 30. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Pacifica Christian including, but not limited to Conditional Use Permit (PA2023- 0078). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Public Works Department 31. Parking lots located at 1499 Monrovia Avenue and 883 West 15th Street shall comply with City Standard STD-805 and the approved parking layout. 32. Student drop-off and pick-up at both the 1499 Monrovia Avenue and 883 West 15th Street shall comply with the latest Parking Analysis. Student drop-off and pick-up shall be prohibited on public streets. 33. Student and staff parking permits shall be assigned to a specific parking space at the school campuses. 34. The final Parking Analysis shall be reviewed and approved by the City Traffic Engineer. 35. Students and staff shall be prohibited from parking within the public right-of-way. School staff shall monitor the public streets adjacent to the school and school parking lots at least 30 minutes prior to the start of school and at least 15 minutes after school begins to ensure that students and staff do not park off-site. 36. The applicant shall monitor the drop-off/pick-up queues to ensure that vehicle queues do not impact/impede traffic in the public rights-of-way. 37. School staff shall only be allowed to direct traffic queuing within the school’s parking lots. School staff shall not direct traffic within the public right-of-way. 30 Planning Commission Resolution No. PC2023-031 Page 15 of 17 01-17-23 38. School staff shall monitor students and staff walking between campuses to ensure they are utilizing sidewalks and crosswalks. 39. No traffic control devices (i.e., cones, signage) shall be allowed within the public right- of-way. 40. If parking demand exceeds capacity or student parking on public streets becomes an issue, the applicant shall secure additional off-street. 41. If issues or problems arise with the implementation of the Parking Management Plan (e.g., school drop-off/pick-up, vehicle queuing within the public right-of-way, etc.) the Applicant shall modify the operations to the satisfaction of the City Traffic Engineer and Community Development Director. Implementation of the modified operation shall occur immediately upon approval of the City. 31 Planning Commission Resolution No. PC2023-031 Page 16 of 17 01-17-23 EXHIBIT “B” PARKING DEMAND ANALYSIS AND PARKING MANAGEMENT RECOMMENDATIONS 32 MEMORANDUM TO: Shawna Schaffner, CAA Planning, Inc. FROM: Sean Mohn DATE: August 4, 2023 RE: Parking Demand Analysis for Pacifica Christian School Newport Beach, California Ref: J1922 Gibson Transportation Consulting, Inc. (GTC) was asked to analyze the potential peak parking demand and develop a parking management plan for the proposed increase in student enrollment at Pacifica Christian School (Project or school) in Newport Beach, California (City). This memorandum summarizes the analysis conducted to document the likely parking demand of the Project and the development of the future parking management plan for the Project. PROJECT DESCRIPTION Based on discussions with members of the Project team, it is our understanding that the Project proposes to increase the maximum student enrollment from 305 to 385 and increase the associated staff from 35 to 50. The Project proposes to supplement the existing parking supply by providing additional staff parking spaces at 877 Production Place, which is located within the immediate vicinity of the 1499 Monrovia Avenue (Main) Campus and the 883 West 15th Street (Auxiliary) Campus, and by increasing the number of parking spaces currently allocated for the Project within the Coastline Community College parking facilities. As part of that process, the City has required that the Project prepare and submit an updated parking demand study and parking management plan. The 1499 Monrovia Avenue (Main) Campus and the 883 West 15th Street (Auxiliary) Campus site plans are illustrated in Figures 1A and 1B, respectively. PROJECT PARKING SUPPLY The Project currently provides 62 parking spaces at the 1499 Monrovia Avenue (Main) Campus, 40 parking spaces at the Auxiliary Campus, and 35 parking spaces at the Coastline Community College location under existing conditions, for a total of 137 parking spaces. The school has entered into a lease agreement for the exclusive use of the building and parking spaces located at 877 Production Place starting in the 2023-2024 school year. The building is currently vacant and is anticipated to be used as administrative offices and storage for the school. Under future conditions, the Project would provide 62 parking spaces 33 Shawna Schaffner August 4, 2023 Page 2 at the Main Campus, 40 parking spaces at the 883 West 15th Street (Auxiliary) Campus, 45 parking spaces at the Coastline Community College location, and 23 parking spaces at the 877 Production Place location, for a total of 170 parking spaces, as illustrated in Figure 2. The Project parking allocations and associated student enrollment and staff allocations for each of the analysis scenarios are summarized below. •Existing Conditions (Maximum Enrollment) o 1499 Monrovia Avenue (Main) Campus 62 parking spaces (students) o 883 West 15th Street (Auxiliary) Campus 40 parking spaces (students) o Coastline Community College 35 parking spaces (staff) o 305 students (total enrollment) and 35 staff •Future Conditions (School Year 2023-2024) o 1499 Monrovia Avenue (Main) Campus 62 parking spaces (students) o 883 West 15th Street (Auxiliary) Campus 40 parking spaces (students) o Coastline Community College 45 parking spaces (staff & students) o 877 Production Place 23 parking spaces (staff) o 316 students (total enrollment) and 41 staff •Future Conditions (Maximum Enrollment) o 1499 Monrovia Avenue (Main) Campus 62 parking spaces (students) o 883 West 15th Street (Auxiliary) Campus 40 parking spaces (students) o Coastline Community College 45 parking spaces (staff & students) o 877 Production Place 23 parking spaces (staff) o 385 students (total enrollment) and 50 staff 34 Shawna Schaffner August 4, 2023 Page 3 CITY CODE PARKING REQUIREMENTS The City Municipal Code (Code) has identified the off-street parking requirements of various land uses; in particular, Code Section 20.40.040 details the required off-street parking rates for all developments proposed within the City. Per Table 3-10 of Code Section 20.40.040, land uses such as Schools, Public and Private have a parking space requirement as required by Conditional Use Permits (CUP) and/or Minor Use Permits (MUP). The 137 parking spaces currently provided under existing conditions were approved for the Project in CUP No. UP2021-037, as detailed in the Attachment. SCHOOL PARKING POLICY The Project currently implements a school parking policy that controls the overall parking demand, including the number of parking permits issued to upper-level students (Grades 11 and 12). The policy prohibits all on-street parking for both students and staff in the surrounding streets and indicates that upper-level students can apply for parking permits that allow them to park at the 1499 Monrovia Avenue (Main) Campus or the 883 West 15th Street (Auxiliary) Campus parking locations. The policy also indicates that staff are required to park off-site and are currently provided parking permits for spaces1 at Coastline Community College. Under Future Conditions, additional parking permits would be provided for staff at the 877 Production Place location, as detailed above. Project students in Grades 9 and 10 are not allowed to drive to school or park at any parking locations. Currently, the school reserves spaces at the 1499 Monrovia Avenue (Main) Campus for visitors and guests, including three spaces for shuttle vans and guest parking. These spaces are actively managed by the school’s security officers and campus supervisors. All student parking spaces are reserved for permit holders during school hours, from 8:20 AM to 2:40 PM. Outside of these hours, these spaces are available for use by visitors or guests as well as for after- school activities. Many of the school’s sports teams practice off-campus; therefore, a large number of students leave campus immediately after school. Violators of the school’s parking policy will be subject to school discipline, including potential suspension or expulsion. PEAK PARKING DEMAND ANALYSIS The parking demand analysis was conducted based on student and staff member enrollment and parking permit issuance data provided by the Project team. Existing Conditions (Maximum Enrollment) As detailed in Table 1, a maximum of 305 students, 135 upper-level students, and 35 staff members are anticipated under the Existing Conditions (Maximum Enrollment) scenario. The 1 Access to the Coastline Community College parking spaces is provided on a first-come, first-served basis, as the spaces are not designated as reserved. Access to these spaces is not anticipated to be an issue, as staff typically arrives prior to the peak demand activity of Coastline Community College. 35 Shawna Schaffner August 4, 2023 Page 4 school would issue parking permits to 88 upper-level students (i.e., approximately 65% of the upper-level students) and 35 staff members. In addition, the school would reserve three parking spaces for shuttle vans and guest parking at the 1499 Monrovia Avenue (Main) Campus. As such, based on the total parking permits issued for upper-level students and staff members, and the previously approved Use Permits, the Project is required to provide 126 total parking spaces under the Existing Conditions (Maximum Enrollment) scenario. This parking requirement is satisfied by the parking supply of 137 parking spaces. Future Conditions (2023-2024 Enrollment) As detailed in Table 2, based on student and staff member enrollment data provided by the Project team, a total of 316 students, 136 upper-level students, and 41 staff members are anticipated under the Future Conditions (2023-2024 Enrollment) scenario. The school would issue parking permits to 89 upper-level students (i.e., approximately 65% of the upper-level students) and 41 staff members. This would be the maximum number of permits issued under this scenario. In addition, the school would reserve three parking spaces for shuttle vans and guest parking at the 1499 Monrovia Avenue (Main) Campus. As such, based on the total parking permits issued for upper-level students and staff members, and the previously approved Use Permits, the Project is required to provide 133 total parking spaces under the Future Conditions (2023-2024 Enrollment) scenario. This parking requirement is satisfied by the parking supply of 170 parking spaces. Future Conditions (Maximum Enrollment) As detailed in Table 3, based on student and staff member enrollment data provided by the Project team, a maximum of 385 students, 144 upper-level students, and 50 staff members are anticipated under the Future Conditions (Maximum Enrollment) scenario. The school would issue parking permits to 94 upper-level students (i.e., approximately 65% of the upper-level students) and 50 staff members. In addition, the school would reserve three parking spaces for shuttle vans and guest parking at the 1499 Monrovia Avenue (Main) Campus. As such, based on the total parking permits issued for upper-level students and staff members, and the previously approved Use Permits, the Project is required to provide 147 total parking spaces under the Future Conditions (Maximum Enrollment) scenario. This parking requirement is satisfied by the parking supply of 170 parking spaces. PARKING MANAGEMENT RECOMMENDATIONS Per the previously approved CUP, the school currently implements several parking management strategies including the provision of bicycle racks and several preventative measures to ensure that both students and staff do not park on the surrounding streets:  Every student driver and parent is required to sign a transportation agreement that specifically outlines their commitment to where they can and cannot park. 36 Shawna Schaffner August 4, 2023 Page 5  The school website contains several resource pages devoted to drop-off and pick-up, student transportation, neighborhood expectations, etc. All of these policies and expectations are communicated annually at several orientation meetings and letters and ongoing weekly community emails to the entire school. These policies and expectations are also covered in the school handbook.  The school hires morning and afternoon on-site campus supervisors who are stationed on the corners of the 1499 Monrovia Avenue (Main) Campus and 883 West 15th Street (Auxiliary) Campus to address these sorts of concerns with students as they occur.  The school also provides security guards who monitor the activities on campus and in all parking lots, as well as students' movement between campuses.  The security guards also actively monitor the street, where students are not permitted to park. When students do park on the street, they receive disciplinary measures from the school and parents are notified.  Parents are not permitted to drop off or pick up students from other locations other than the designated drop-off/pick-up locations. This is made clear via campus communications, orientation meetings, and a weekly parent email.  An estimated five to 10 students walk, ride a bike or use public transit to school each day; bicycle racks are provided on campus. Recognizing that the Project student enrollment numbers and related parking needs may change in the future, it is our recommendation that the following parking management measures be considered for implementation at such time that the parking demand exceeds the parking capacity: 1. Measure One (M1) - Parking Demand Analysis Update – M1 involves the preparation of an updated parking demand analysis in order to assess the parking needs of the Project under future conditions. If it is determined that the parking demand would not be satisfied by the proposed parking supply, additional parking management measures, such as the following measures (M2-M4), would be required. 2. Measure Two (M2) – Transportation Demand Management (TDM) Program – M2 involves the development of a TDM Program in which the Project would implement a series of TDM measures aimed at reducing the number of vehicles on the adjacent streets during the morning and afternoon commuter peak hours. These measures may include the following in order to address the potential shortfall identified in M1: a. Carpool Programs i. Establish a Transportation Coordinator/Manager to oversee the carpool program. ii. Establish ride-share matching services to encourage carpools with two or more students. iii. Assist in ride matching for staff members to promote carpooling. iv. Provide incentives to promote carpooling among staff (e.g., prizes awarded monthly by lottery for carpool participation). 37 Shawna Schaffner August 4, 2023 Page 6 b. Walk, Bike, or Transit i. Provide incentives to students and staff who decide to forgo driving and choose to bike, walk, or use transit. ii. Provide additional bicycle amenities (bike racks, storage, etc.) on campus. c. Enforcement of Student Driver and Parking Policies 3. Measure Three (M3) – Drop-Off/Pick-Up Program – M3 involves the development and operation of a student drop-off/pick-up program in order to address the potential shortfall identified in M1. The drop-off/pick-up procedures and operations are discussed in a further section of the report. 4. Measure Four (M4) – Communications – M4 involves the distribution of notifications and reminders of the various TDM strategies as well as parking policies and procedures prior to the start of the school year. The reminders and updates would continue to be distributed throughout the school year via school communications, monthly newsletters, homeroom bulletins, e-mail or social media, and Parent Teacher Association meetings. SCHOOL TRAFFIC CIRCULATION With the limited number of parking spaces available to the school, it is important to maximize the efficiency of Project-related traffic circulation on the surrounding streets. In order to increase speed and efficiency of school traffic circulation, specific circulation routes to and from the Project Site during the morning and afternoon peak periods should be implemented to balance traffic within the Project Site and minimize the concentration of Project-related traffic on a single street segment. Inbound traffic for 1499 Monrovia Avenue (Main) Campus student drop-off/pick- up would utilize the south Project driveway on Monrovia Avenue, while 883 West 15th Street (Auxiliary) Campus student drop-off/pick-up would utilize the west Project driveway on 15th Street. Both inbound Project driveways accommodate for right-turn ingress movements only. Inbound traffic for parking entry only would utilize the west Project driveway on 15th Street and two southerly Project driveways on Monrovia Avenue. The 15th Street west Project driveway provides dual entry lanes, while the east Project driveway provides one exit lane. Westbound traffic entering the 883 West 15th Street (Auxiliary) Campus would proceed west on 16th Street, then southbound on Monrovia Avenue, and proceed eastbound on 15th Street into the Project with a right-turn ingress at the west Project driveway at the 883 West 15th Street (Auxiliary) Campus. All traffic exiting the 1499 Monrovia Avenue (Main) Campus drop-off/pick-up on Monrovia Avenue would use the north Project driveway at the intersection of Monrovia Avenue & 15th Street. All traffic exiting the 15th Street drop-off/pick-up would utilize a right-turn egress at the east Project driveway. To alleviate possible conflict between parking entry and drop-off/pick-up operations, the school currently provides on-site traffic-directing personnel as well as an ushering program, similar to a valet program, that opens the car door and assists students safely out of the vehicle at the drop-off/pick-up areas. The school plans to maintain efficiency of these programs to relieve traffic circulation congestion during parking entry and drop-off/pick-up operations. An example of the proposed circulation operation is provided in Figure 3. 38 Shawna Schaffner August 4, 2023 Page 7 To manage traffic through the neighborhood, the Project will advise parents and students that, with the exception of those students, parents, and employees residing in the neighborhood immediately adjacent to the campus and with parking permits, single-occupant2 vehicle round- trips on 15th Street and Monrovia Avenue are discouraged during the morning and afternoon peak periods. All commercial deliveries, to the extent feasible, will occur outside of the Project’s morning peak period (7:00 AM – 8:30 AM) and afternoon peak period (2:30 PM – 4:00 PM). The Project will designate truck routes in relevant contracts, including operation, maintenance contracts, etc. SCHOOL DROP-OFF/PICK-UP OPERATIONS As previously stated, the school would implement drop-off/pick-up operations for students to improve operational efficiency and minimize the concentration of Project-related traffic on the surrounding streets. All drivers must adhere to the Project’s transportation policies and established drop-off/pick-up operations. The primary drop-off/pick-up operations are designated on Monrovia Avenue (i.e., within the 1499 Monrovia Avenue (Main) Campus on-site lot), while the secondary drop-off/pick-up operations are designated on 15th Street (i.e., within the 883 West 15th Street (Auxiliary) Campus on-site lot). There will be no drop-off/pick-up operations at Coastline Community College or 877 Production Place. Queuing Analysis Under Future Conditions, it is anticipated that approximately 80% of the drop-off/pick-up vehicle demand would be accommodated at the 1499 Monrovia Avenue (Main) Campus and approximately 20% of the drop-off/pick-up vehicle demand would be accommodated at the 883 West 15th Street (Auxiliary) Campus, as determined by the students’ first/last class locations. Per the queuing analysis assumptions and methodologies detailed in Pacifica Christian School Parking Management Plan and Traffic Circulation Review (Kunzman Associates, Inc., 2017) (2017 Study), as previously reviewed and approved by the City, the recommended storage length design guideline for new schools is two feet per student per lane, resulting in a recommended storage length of 440 feet for the 1499 Monrovia Avenue (Main) Campus and 110 feet for the 883 West 15th Street (Auxiliary) Campus based on the future total maximum student drop-off/pick-up allocation of 275 students within 234 associated vehicles, as detailed below, and the aforementioned drop-off/pick-up vehicle demand allocation. As the 1499 Monrovia Avenue (Main) Campus and 883 West 15th Street (Auxiliary) Campus currently provide storage lengths of 450 feet and 275 feet, respectively, the recommended storage lengths of both campuses can be accommodated entirely on-site. The recommended storage lengths detailed above are conservative, as they are based on the unadjusted maximum student enrollment (vs. the estimated number of students served by the drop-off/pick-up operations). The school estimates approximately 15-20% of total enrollment is comprised of siblings of other students. As such, based on the conservative assumption that 15% of the students will carpool 2 Based on data provided by the school, of the 62 upper-level students that currently drive to school, 30 drive one sibling to school and six upper-level students drive two siblings to school, resulting in a total of 42 siblings. 39 Shawna Schaffner August 4, 2023 Page 8 with their siblings, the total future maximum student enrollment of 385 students would generate 328 associated vehicles, of which it is assumed 94 vehicles (accommodating at total of 110 students) would park on-site and 234 vehicles (accommodating a total of 275 students) would drop off and/or pick up between the two campuses. As previously discussed, it is anticipated that under Future Conditions approximately 80% of the drop-off/pick-up vehicle demand would be accommodated at the 1499 Monrovia Avenue (Main) Campus and 20% of the drop-off/pick-up vehicle demand would be accommodated at the 883 West 15th Street (Auxiliary) Campus, resulting in 187 vehicles and 47 vehicles, respectively. Based on the assumption that 100% of those vehicles would arrive/depart within the 30 minutes before/after school, a processing rate of approximately 6.3 vehicles per minute would be needed to clear all the drop-off/pick vehicles within the 1499 Monrovia Avenue (Main) Campus and a processing rate of approximately 1.6 vehicles per minute would be needed to clear all the drop-off/pick-up vehicles within the 883 West 15th Street (Auxiliary) Campus. Per the 2017 Study, with the assistance of an ushering program, the average student loading time per vehicle was determined to be approximately 15 seconds and, for vehicles platooned in groups of two or three, the average vehicle clearance time for each vehicle group was determined to be approximately 30 seconds. As the school plans to continue the ushering program campus wide and provide five designated loading stations within the 1499 Monrovia Avenue (Main) Campus and three designated loading stations within the 883 West 15th Street (Auxiliary) Campus, the total clearance time for the 1499 Monrovia Avenue (Main) Campus is estimated at 28.1 minutes and the total clearance time for the 883 West 15th Street (Auxiliary) Campus is estimated at 11.8 minutes, as summarized in Table 4. During regular school drop-off/pick-up hours, an on-site transportation usher will be stationed at various points in the lot to monitor traffic operations, remind parents/students of the drop- off/pick-up procedures, and issue warnings to drivers not following established operational rules and protocols. The drop-off/pick-up operation is illustrated in Figure 3. Procedures and Operations  1499 Monrovia Avenue (Main) Campus Lot Circulation: o Drop-off/pick-up vehicles must enter via the south Project driveway and exit via the north Project driveway along Monrovia Avenue. o Vehicles must travel in a one-way circulation pattern and exit via the north Project driveway.  883 West 15th Street (Auxiliary) Campus Lot Circulation: o Drop-off/pick-up vehicles must enter via the west Project driveway and exit via the east Project driveway along 15th Street. o Dual lane entry is provided at the west Project driveway with alternating queues into the designated drop-off/pick-up area. o Vehicles entering for drop-off/pick-up must travel in a one-way circulation pattern and exit via the east Project driveway. 40 Shawna Schaffner August 4, 2023 Page 9  All drop-offs/pick-ups must occur within the designated unloading/loading areas.  Vehicles are not allowed to park, even temporarily, along City streets or any other undesignated areas.  Students and parents must follow the direction of all school staff on duty. Rules and Reminders  Cell phone use is prohibited in drop-off/pick-up areas.  Vehicles may not block driveways.  Drivers shall not stop in the middle of the street or park in a red zone, ignore posted signage, etc., when dropping off and/or picking up students.  Vehicles must maintain slow speeds through the drop-off/pick-up areas and parking lots.  Drivers should stay in vehicles when dropping off students.  Students should exit on the passenger side of the vehicle, adjacent to designated areas.  Students should exit vehicles promptly to maintain the flow of traffic and circulation patterns in the drop-off/pick-up areas.  Parking is prohibited on City streets. CONCLUSION The Project will provide a total of 170 parking spaces via four parking locations, which is sufficient accommodate the estimated Future Conditions (2023-2024 Enrollment) peak parking demand of 133 parking spaces and Future Conditions (Maximum Enrollment) peak parking demand of 147 parking spaces. Recognizing that student enrollment numbers and parking demands may change over time, GTC recommends that the Project consider the implementation of one or more of the parking management measures detailed above, if needed to address any significant increases in parking demand. 41 42 43 44 DROP-OFF / PICK-UP CIRCULATION FIGURE3 LEGEND N Not to Scale Usher W 15th StMonrovia Ave125'75'Drop-Off / Pick-Up Zone Queuing Lane 4 5 0 ' 275' 45 INTENTIONALLY BLANK PAGE46 TABLE 1PACIFICA CHRISTIAN SCHOOL PARKING SUMMARY - EXISTING CONDITIONS (MAXIMUM ENROLLMENT)DescriptionNumber UnitTotal Upper-Level Students and Staff Members [a]Total Enrolled Upper-Level Students135 studentsTotal Staff Members35 staff membersTotal Parking Permits Issued for Upper-Level Students and Staff MembersTotal Parking Permits Issued for Upper-Level Students [b]88 permits1 space / 1 permit88 spacesTotal Staff Members35 staff members1 space / 1 staff member35 spacesTotal Parking Spaces Reserved for Shuttle Van and Guest ParkingShuttle Van and Guest Parking3 spaces126 spaces62 spaces40 spacesCoastline Community College Parking Supply35spaces137 spaces11 spacesNotes:[a] The Maximum Enrollment under Existing Conditions is currently 305 students, with 135 students assumed to be enrolled as upper-level students.[b] The total number of parking permits issued for upper-level students is based on the assumption that approximately 65% of upper-level students would be driving.Required SpacesTotal Required Spaces1499 Monrovia (Main) Campus Parking SupplyTotal Existing Conditions Parking SupplyParking Surplus/(Shortfall)883 15th Street (Auxiliary) Campus Parking SupplyParking Requirement [a]47 TABLE 2PACIFICA CHRISTIAN SCHOOL PARKING SUMMARY - FUTURE CONDITIONS (2023-2024 ENROLLMENT)DescriptionNumber UnitTotal Upper-Level Students and Staff Members [a]Total Enrolled Upper-Level Students136 studentsTotal Staff Members41 staff membersTotal Parking Permits Issued for Upper-Level Students and Staff MembersTotal Parking Permits Issued for Upper-Level Students [c]89 permits1 space / 1 permit89 spacesTotal Staff Members41 staff members1 space / 1 staff member41 spacesTotal Parking Spaces Reserved for Shuttle Van and Guest ParkingShuttle Van and Guest Parking3 spaces133 spaces62 spaces40 spacesCoastline Community College Parking Supply [c]45 spaces877 Production Place Parking Supply [c]23spaces170 spaces37 spacesNotes:[a] The 2023/2024 Enrollment under Future Conditions is anticipated to be 316 students, with 136 students assumed to be enrolled as upper-level students.[b] The total number of parking permits issued for upper-level students is based on the assumption that approximately 65% of upper-level students would be driving.[c] The Future Conditions parking supply will include an additional ten parking spaces located at Coastline Community College and an additonal 23 spaces (staff only)at 877 Production Place.Required SpacesTotal Required Spaces1499 Monrovia (Main) Campus Parking SupplyTotal Future Conditions Parking SupplyParking Surplus/(Shortfall)883 15th Street (Auxiliary) Campus Parking SupplyParking Requirement [a]48 TABLE 3PACIFICA CHRISTIAN SCHOOL PARKING SUMMARY - FUTURE CONDITIONS (MAXIMUM ENROLLMENT)DescriptionNumber UnitTotal Upper-Level Students and Staff Members [a]Total Enrolled Upper-Level Students144 studentsTotal Staff Members50 staff membersTotal Parking Permits Issued for Upper-Level Students and Staff MembersTotal Parking Permits Issued for Upper-Level Students [b]94 permits1 space / 1 permit94 spacesTotal Staff Members50 staff members1 space / 1 staff member50 spacesTotal Parking Spaces Reserved for Shuttle Van and Guest ParkingShuttle Van and Guest Parking3 spaces147 spaces62 spaces40 spacesCoastline Community College Parking Supply [c]45 spaces877 Production Place Parking Supply [c]23spaces170 spaces23 spacesNotes:[a] The Maximum Enrollment under Future Conditions is anticipated to be 385 students, with 144 students assumed to be enrolled as upper-level students.[b] The total number of parking permits issued for upper-level students is based on the assumption that approximately 65% of upper-level students would be driving.[c] The Future Conditions parking supply will include an additional ten parking spaces located at Coastline Community College and an additonal 23 spaces (staff only)at 877 Production Place.Parking Surplus/(Shortfall)Parking Requirement [a]Required SpacesTotal Required Spaces1499 Monrovia (Main) Campus Parking SupplyTotal Future Conditions Parking Supply883 15th Street (Auxiliary) Campus Parking Supply49 TABLE 4PACIFICA CHRISTIAN SCHOOL QUEUING SUMMARY - FUTURE CONDITIONS (MAXIMUM ENROLLMENT)DescriptionNumber UnitDesignated Loading StationsAverage Student Loading Time (minutes/vehicle)Average Vehicle Clearance Time (minutes/vehicle)Total Student Loading Time (minutes) [e]Total Vehicle Clearance Time (minutes) [f]Total Maximum Student Enrollment385 studentsTotal Vehicles [a]385 vehicles15% Sibling Carpool Reduction(57) vehiclesNet Vehicles with Sibling Carpool Reduction328Total Vehicles (Parking) [b]94 vehiclesTotal Vehicles (Drop-Off/Pick-Up) [c]234 vehicles1499 Monrovia (Main) Campus [d]187 vehicles50.250.59.418.7883 West 15th Street (Auxiliary) Campus [d]47 vehicles30.250.53.97.8Notes:[a] Total vehicles assumed to be one student per vehicle.[b] Total of 94 parking permits issued for upper-level students based on information provided in Table 3.[c] The total drop-off/pick-up demand allocation of 234 vehicles results in a total future maximum student drop-off/pick-up allocation of 275 students based on the 15% sibling carpool reduction factor. [d] 80% of the drop-off/pick-up demand is expected to occur at the 1499 Monrovia (Main) Campus, while 20% of drop-off/pick-up demand is expected to occur at the 883 West 15th Street (Auxiliary) Campus; therefore, an 80%/20% split was applied to the 234 vehicles dropping off and/or picking up.[e] The total student loading time required is the number of vehicles divided by the number of designated loading stations multiplied by the average student loading time (e.g., 138 vehicles / 5 designated loading stations*0.25 minutes per vehicle = 9.4 minutes for the total student loading time).[f] The total vehicle clearance time is the number of vehicles divided by the number of designated loading stations multiplied by the average vehicle clearance time (e.g., 138 vehicles / 5 designated loading stations*0.5 minutes per vehicle = 18.7 minutes for total vehicle clearance time).[g] The total clearance time is the sum of the total student loading time and the total vehicle clearance time.28.111.8Total Clearance Time(minutes) [g]50 Planning Commission Resolution No. PC2023-031 Page 17 of 17 01-17-23 EXHIBIT “C” TRAFFIC IMPACT ANALYSIS 51 August 2023  TRAFFIC IMPACT ANALYSIS PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT  NEWPORT BEACH, CALIFORNIA  This Traffic Impact Analysis has been prepared under the supervision of   Ambarish Mukherjee, P.E.  52   August 2023            TRAFFIC IMPACT ANALYSIS    PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT  NEWPORT BEACH, CALIFORNIA        Submitted to:    City of Newport Beach  100 Civic Center Drive  Newport Beach, California  92660            Prepared by:    LSA  3210 El Camino Real, Suite 100  Irvine, California  92602  (949) 553‐0666    Project No. CNB2101.03 53 i TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  TABLE OF CONTENTS  INTRODUCTION .......................................................................................................... 1  ANALYSIS METHODOLOGY .......................................................................................... 5  Study Area ..................................................................................................................................... 5  Intersection Level of Service Methodology ................................................................................... 5  Threshold of Significance .............................................................................................................. 6  PROPOSED PROJECT ................................................................................................... 6  Project Description ........................................................................................................................ 6  Project Trip Generation, Distribution, and Assignment ................................................................ 6  EXISTING CONDITIONS ................................................................................................ 9  Existing Baseline Intersection Level of Service ............................................................................ 10  Active Transportation .................................................................................................................. 10  FUTURE YEAR 2024 CONDITIONS .............................................................................. 14  Future Year 2024 Baseline Intersection Level of Service ............................................................ 14  Future Year 2024 Plus Project Intersection Level of Service ....................................................... 16  ACCESS AND ON‐SITE CIRCULATION .......................................................................... 21  CONGESTION MANAGEMENT PROGRAM CONSISTENCY REQUIREMENTS .................. 21  CONCLUSIONS .......................................................................................................... 21  REFERENCES ............................................................................................................. 22    APPENDICES  A: Existing Traffic Volumes  B: ICU Worksheets  C: OCTA Bus System Maps  D: City of Newport Beach Regional Traffic Annual Growth Rate Table  E: Approved Project Information    54 ii TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  FIGURES AND TABLES  FIGURES  Figure 1: Project Location and Study Area Intersections ....................................................................... 2  Figure 2a: 1499 Monrovia Avenue Campus Site Plan ............................................................................ 3  Figure 2b: 883 West 15th Street Site Plan ............................................................................................... 4  Figure 3: Project Trip Distribution and Trip Assignment ........................................................................ 8  Figure 4: Existing Intersection Geometrics ........................................................................................... 11  Figure 5: Existing Peak‐Hour Traffic Volumes ...................................................................................... 12  Figure 6: Approved Project Locations .................................................................................................. 15  Figure 7: Future Year 2024 Peak‐Hour Volumes .................................................................................. 17  Figure 8: Future Year 2024 Plus Project Peak‐Hour Volumes .............................................................. 20  TABLES   Table A: Project Trip Generation ............................................................................................................ 7  Table B: Existing Intersection Level of Service Summary ..................................................................... 13  Table C: City of Newport Beach 1 Percent Volume Analysis Summary ................................................ 18  Table D: Future Year 2024 Intersection Level of Service Summary ..................................................... 19  55 iii TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  LIST OF ABBREVIATIONS AND ACRONYMS   ADT average daily trips  Caltrans California Department of Transportation  City City of Newport Beach  CMP Congestion Management Program  CUP Conditional Use Permit  ICU intersection capacity utilization  ITE Institute of Transportation Engineers  LOS level(s) of service  mph mile(s) per hour  OCTA Orange County Transportation Authority  project Pacifica Christian High School Enrollment Increase Project  TDR Transfer of Development Rights  TIA Traffic Impact Analysis  TPO Traffic Phasing Ordinance  v/c volume‐to‐capacity    56 1 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  TRAFFIC IMPACT ANALYSIS  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT  INTRODUCTION  The purpose of this Traffic Impact Analysis (TIA) is to identify the potential traffic and circulation  effects associated with the proposed Pacifica Christian High School Enrollment Increase Project  (project) in Newport Beach, California. The project site is located at 1499 Monrovia Avenue and 883  West 15th Street.  The proposed project includes amending an existing Conditional Use Permit (CUP) to allow a  maximum of 385 students. CUP 2017‐008 allowed a maximum of 185 students and CUP 2021‐037  allowed a maximum of 305 students. Per the City of Newport Beach (City) Traffic Phasing Ordinance,  this TIA studies the cumulative increase of 200 students. Access to the 1499 Monrovia Avenue  campus is provided via three driveways along Monrovia Avenue. The northern driveway (situated  closer to the Monrovia Avenue/West 15th Street intersection) provides direct full access to the  northern portion of the site, the central driveway is the main access to the southern part of the site,  and the southern driveway serves as a secondary entrance and exit. Access to the 883 West 15th  Street campus is provided via two driveways. The western driveway provides inbound access, and  the eastern driveway provides outbound access. A project location map (with the study area  intersections) is presented on Figure 1. Figures 2a and 2b illustrate the proposed project site plans  for the 1499 Monrovia Avenue and 883 West 15th Street campuses, respectively. The proposed  project would be completed in 2023.  This TIA addresses three general issues associated with the development of the proposed project:   1. Increases in traffic volumes at nearby primary study area intersections  2. Adequacy of the project access locations and on‐site circulation  3. Understanding the potential project impact to the surrounding community  This report presents a traffic analysis of near‐term traffic conditions consistent with the City of  Newport Beach (City) Traffic Phasing Ordinance (TPO) (City of Newport Beach 2007). The traffic  analysis for the proposed project examines three scenarios:  1. Existing  2. Future Year 2024 Plus Ambient Growth Plus Approved Projects (1 year after project opening)  3. Future Year 2024 Plus Ambient Growth Plus Approved Projects Plus Project  The following analysis periods have been evaluated:  1. Weekday a.m. peak hour (between 7:00 a.m. and 9:00 a.m.)  2. Weekday p.m. peak hour (between 4:30 p.m. and 6:30 p.m.)  57 SantaAnaRiveSeashoreDrOOrange StOrangeStBroadwayFlowerStWhsaStNewportBlvdTustinAveOrangMonrovia AveCabrilloStE18thStE16thSt16thPlW17thStMagnoliaStOgleStIrvineAveIrvine AveIrvineAveE15thStW16thStWW 15thh StW15thStSeashoreDr V ia Lido62ndStRiversideAveCliffDrKingsRd32ndStCatalinaDrViaLidoNordE20thHospital RdHospital RdHospital RdthStSuperiorAveDover AveDoverAveW17thStW B a lbo a Bl vdIrvineDNewportBlvWCoastHwy WCoastHwyParkWest NewportCliff HavenBeachNewportI:\CNB2101.03\G\LocaƟon_Study_Area_Ints.ai (8/4/2023)LEGENDProject SiteStudy Area IntersecƟon134512678Placentia AvePlacentia AveFIGURE 1Pacifica ChrisƟan High School Enrollment IncreaseProject LocaƟon and Study Area IntersecƟons0 800 1600FEETORANGECOUNTYÃÃ55ÃÃ73ÃÃ1Project LocationÃÃ1§¨¦405SOURCE: World Map (2023)Project VicinityMonroviaAve58 F.E.C.(N)UPNEW TRASH ENCLOSUREWITH SOLID COVER. 100 SF (MIN 96 SF) NEW TRANSFORMER AND PADEXISTING CURB RAMPNEW ROLLING GATE WITH ELECTRIC GATE OPERATOR AT 6'-0" MAX HTNEW ROLLING GATE WITH ELECTRIC GATE OPERATOR@ 42" MAX HTRELOCATED DRIVEWAYS021529,$RELOCATED DRIVEWAYYARD SETBACK20' - 0" FRONT021529,$$9(18(:7+675((763$&(663$&(663$&(621(:$<),5($&&(66/$1((E) UTILITY POLE TO BE RELOCATEDFEDCB23456%$11,1*5$1&+0$,1%8,/',1*(175<18' - 0"26' - 0"8' - 0"22' - 0"8' - 6"9' - 0"5' - 0"9' - 0"8' - 0"9' - 0"8' - 6"TYP8' - 6"17' - 0"26' - 6"17' - 0"TYP8' - 6"7851$5281'26' - 0"29' - 10 3/4"17' - 0"17' - 0"26' - 0"17' - 0"17' - 0"26' - 0"17' - 0"8' - 6"TYP8' - 6"SLOPED WALK @ 3.1% (5% MAX)NEW WALLS & GATE @ 42" MAX HTNEW METAL FENCING@ 72" MAX HT AFG7851$5281'12' - 0"PROVIDE DRAIN WITH SECONDARY TAP TO SEWER MAIN PROVIDE SECONDARY TAP TO SEWER MAIN 5' - 0"PROPOSED FIRE BACKFLOW3' - 10"EDGE OF EXISTING ASPHALT PARKING LOTGA170.5________________09A1.005$________________16A1.004///EXISTING CROSS WALK(E)(E)(E)(E)(E)(E)________________01A1.003///////406.80 (PROPERTY LINE)196.32 (PROPERTY LINE)356.37 (PROPERTY LINE)60.0 (PROPERTY LINE)68.50 (PROPERTY LINE)229.36 (PROPERTY LINE)1234567891011121314151718192021221623242526272829303132333435363738394041424344454647484950515253545556575859AC1AC2AC336" MAX HTSIGNAGE42" MAX HTFENCE, TYP6'-0" MAX HTFENCE10' - 0"10' REAR LOT LINE18.17 '10' REAR LOT LINE20.72 'REAR SETBACK10' - 0"8' - 3 "SIDE YARD8' - 3" SETB ACK DRIVE AISLE14' - 0"SIDE YARD8' - 3"SETBACK8' - 3"BLDG PROJECTION TO TRASH ENCLOSURE171' - 2"BLDG PROJECTION TO CL STREET37' - 2"TO P.L.7' - 1"TO P.L.10' - 10"TO P.L.18' - 10"BLDG PROJECTION TO P.L.69' - 11"13' - 7"TRASH ENCLOSURE TO P.L.35' - 10"TO P.L.22' - 2"PUBLIC UTILITY EASEMENT60' - 0"159' - 11" V.I.F. (EXISTING GARDEN WALL TO REMAIN)100' - 0 1/2" (N) CONCRETE WALL(E) GARDEN WALL TO BE REMOVED AND REPLACED WITH (N) CONCRETE WALL AT 6'-0" MAX HT, REFER TO STRUCTURAL68' - 5" (N) FENCE ON CONCRETE CURB13' - 8" V.I.F.(METAL FENCING ON CURB)NEW METAL FENCING WITH MATCHING LOCKING GATE, REFER TO LANDSCAPE DWGS. FOR ALL FENCING DETAILSPROVIDE QUICK COUPLERS FOR HOSE CONNECTIONS IN LANDSCAPE IN LIEU OF HOSE BIBBS ON WALLPROVIDE QUICK COUPLERS FOR HOSE CONNECTIONS IN LANDSCAPE IN LIEU OF HOSE BIBBS ON WALL1 HR RATED10' - 0"SET BACKUPBIKE RACKS PER LANDSCAPE DWGS/D///(N) POURED IN PLACE CONCRETE SIGN WITH METAL CLADDING; REFER TO A1.004 FOR LOCATION AND DETAILS -FIRE HYDRANTCLR4' - 0"(2) STEPS@ 12" TREAD DEPTH AND 7" MAX RISER HT; SEE 05 / A1.006FOR DETAILPROPOSED @ 72" AFG MAX HT @ 72" AFG MAX HT ALLOWED PER ZONING@ 6'-0" AFG MAX HT PER CIVILFSD10' - 0"FSD10' - 0"FSD10' - 0"17' - 10" FSD19' - 1" FSD21' - 11" FSD11' - 7" FSD11' - 7" FSDMONUMENT SIGN IMPROVEMENTS UNDER SEPARATE REVIEW AND PERMIT0.00.10.222' - 11"(E) FENCE/ WALL TO REMAIN54' - 4 1/4" (N) FENCE ON CONCRETE CURBPROPOSED @ 72" AFG MAX HT14' - 0 1/8"NEW METAL FENCING@ 72" MAX HT AFG(E) FENCE/ WALL TO REMAIN IN FRONT YARD SETBACK________________13A1.005(E) CONCRETE SIGN TO BE DEMOLISHEDRIGHT OF WAY22' - 0"//////////$////FEET60300FIGURE 2aI:\CNB2101.03\G\Site_Plan.ai (8/4/2023)SOURCE: Gensler1499 Monrovia Avenue Campus Site PlanPacifica ChrisƟan High School Enrollment Increase59 #    " "!   !    "    "    "  %!! !  %      %    $ %    #"      !   !!   #  !!# !#  !      % % % %     %'$%$(%' # ()!!(()#' ((!()#' +#((! ((!()!!('&*' )!   .$##%*!!)((((($'%'!  '( *!#'$(((&*'$$)+#)-"%        #  # # %#       # ! %# !  %     "  #  %!Parking Stalls and Aisles####FEET64320FIGURE2bI:\CNB2101.03\G\Site_Plan_2b.ai (8/4/2023)SOURCE: Ware Malcomb883 West 15th Street Campus Site PlanPacifica ChrisƟan High School Enrollment Increase60 5 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  ANALYSIS METHODOLOGY  This TIA was prepared consistent with the requirements of the City’s TPO (City of Newport Beach  2007) and the Orange County Transportation Authority (OCTA) Congestion Management Program  (CMP) (OCTA 2021a).  Study Area  Study area locations were selected in consultation with the City. The following eight intersections  were included in the study area, as shown on Figure 1:  1. Superior Avenue/Placentia Avenue  2. Newport Boulevard/Hospital Road  3. Orange Street/Coast Highway  4. Superior Avenue/Coast Highway  5. Newport Boulevard (Ramp)/Coast Highway  6. Riverside Avenue/Coast Highway  7. Tustin Avenue/Coast Highway  8. Dover Drive/Coast Highway  Consistent with the TPO methodology, the study area intersections were evaluated to identify any  locations where the proposed project has the potential to increase traffic on any leg of the  intersection by 1 percent or more in the Future Year 2024 Plus Project condition. Intersections  where the proposed project would not increase traffic on any leg by 1 percent or more 1 year after  project completion would not require further analysis. The 1 percent traffic volume analysis  calculations are discussed in a later section of this report. Based on the 1 percent traffic volume  analysis, the proposed project would result in a 1 percent or more increase in traffic volumes at one  or more legs of seven study area intersections in the Future Year 2024 Plus Project condition.   Intersection Level of Service Methodology  The intersection capacity utilization (ICU) methodology for signalized intersections compares the  volume‐to‐capacity (v/c) ratios of conflicting turn movements at an intersection, sums up these  critical conflicting v/c ratios for each intersection approach, and determines the overall ICU. The ICU  calculations assume a lane capacity of 1,600 vehicles per hour and no clearance interval (or loss  time).  The resulting ICU is expressed in terms of level of service (LOS), where LOS A represents free‐flow  activity and LOS F represents overcapacity operation. Traffix (Version 8.0) computer software was  used to determine the LOS based on the traffic volume and intersection geometry.   61 6 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  The relationship between LOS and the ICU value (i.e., the v/c ratio) is as follows:  Level of Service Signalized Intersections Volume‐to‐Capacity  (ICU Methodology)  A ≤0.60  B >0.60 and ≤0.70  C >0.70 and ≤0.80  D >0.80 and ≤0.90  E >0.90 and ≤1.00  F >1.00  ICU = intersection capacity utilization    Threshold of Significance  The City considers LOS D as the lowest limit of satisfactory operations. A project LOS impact would  occur if the addition of the project‐generated traffic causes an acceptable LOS at a study area  intersection to deteriorate to an unsatisfactory LOS. If an intersection operates at an unsatisfactory  LOS in the baseline condition, a project LOS impact would occur if the proposed project‐generated  traffic increases the ICU by 0.01 or more. Improvement back to pre‐project conditions is required for  any intersection where project traffic causes the intersection to deteriorate from a satisfactory LOS  to an unsatisfactory LOS.  PROPOSED PROJECT  Project Description  The proposed project includes amending an existing CUP to allow a maximum of 385 students  (a 200‐student increase from the previous CUP accommodating a 185‐student enrollment). The  existing 185‐student high school would not change as part of the proposed project. Access to the  campus is provided via three driveways along Monrovia Avenue and two driveways along west 15th  Street. The proposed project would be completed in 2023.  Project Trip Generation, Distribution, and Assignment  Daily and peak‐hour trips for the proposed project use was generated using trip rates from the  Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition (ITE 2021).   Table A shows the project trip generation. The project trip generation was reviewed and approved  by the City prior to preparation of this TIA. As shown in Table A, the proposed project is anticipated  to generate 434 average daily trips (ADT), including 132 trips in the a.m. peak hour (78 inbound and  54 outbound) and 38 trips in the p.m. peak hour (14 inbound and 24 outbound).   The project trips were distributed to the surrounding roadways based on the location of the  proposed project in relation to local and regional transportation facilities. The project trip  distribution was reviewed and approved by City staff. The trip distribution percentages were  multiplied by the project trip generation to arrive at the project‐generated trip assignment at each  study area location. Figure 3 shows the project trip distribution and assignment.  62 In Out Total In Out Total Private High School students 2.17 0.39 0.27 0.66 0.07 0.12 0.19 Private High School 200 students 434 78 54 132 14 24 38 1 Trip rates from the Institute of Transportation Engineers (ITE) Trip Generation  Manual, 11th Edition (2021).     Land Use Code 534 ‐ Private High School Trip Rates1 Project Trip Generation Table A: Project Trip Generation Land Use Size Unit Daily AM Peak Hour PM Peak Hour P:\CNB2101.03\xls\trip gen.xlsx\Sheet1 (8/2/2023) 63 35 / 625 / 1126 / 121 Superior Ave/Placentia Ave4 / 122 / 103 / 12 Newport Blvd/Hospital Rd11 / 516 / 33Orange St/Coast Hwy19 / 319 / 319 / 319 / 316 / 316 / 313 / 613 / 613 / 62 / 111 / 54 Superior Ave/Coast Hwy 5 Newport Blvd (Ramp)/Coast Hwy 6 Riverside Ave/Coast Hwy7Tustin Ave/Coast Hwy8Dover Dr/Coast HighwayFIGURE 3LEGENDXXX / YYYAM / PM VolumeN Pacifica Christian High School Enrollment Increase Project Trip Distribution and Trip Assignment11 / 52 / 113 / 64 / 13 / 039 / 731 / 55%12345678P:\CNB2101.03\xls\figures\Fig 3 ‐ Project Trip Dist & Assign.xlsx (8/2/2023)64 9 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  EXISTING CONDITIONS  Key roadways in the vicinity of the proposed project are as follows.    Superior Avenue–Balboa Boulevard is a north‐south roadway east of the project site. According  to the City’s Master Plan of Streets and Highways (City of Newport Beach 2022b), Superior  Avenue–Balboa Boulevard is a four‐lane divided road and is classified as a Primary Road. North  of Coast Highway, the posted speed limit on Superior Avenue is 40 miles per hour (mph). South  of Coast Highway, the posted speed limit is 30 mph on Balboa Boulevard. On‐street (Class II)  bicycle lanes and sidewalks are provided on both sides of Superior Avenue. On‐street parking is  permitted in select locations along Balboa Boulevard and on northbound Superior Avenue north  of Placentia Ave.    Placentia Avenue is a north‐south roadway east of the project site. According to the City’s  Master Plan of Streets and Highways, Placentia Avenue is a four‐lane undivided road and is  classified as a Primary Road. The posted speed limit on Placentia Avenue is 40 mph. North of  Superior Avenue, on‐street (Class II) bicycle lanes are provided on both sides of Placentia  Avenue. Sidewalks are provided on both sides of the street. On‐street parking is prohibited.   Hospital Road is an east‐west undivided roadway southeast of the project site. Hospital Road  has four lanes. According to the City’s Master Plan of Streets and Highways, Hospital Road is  classified as a Secondary Road west of Newport Boulevard. The posted speed limit is 35 mph.  Sidewalks are provided on both sides of the street. On‐street parking is prohibited.    Newport Boulevard is a north‐south divided roadway east of the project site. Newport  Boulevard has six lanes. According to the City’s Master Plan of Streets and Highways, Newport  Boulevard is classified as a Major Road. North of Coast Highway, the posted speed limits are  45 mph in the northbound direction and 40 mph in the southbound direction. South of Coast  Highway, the posted speed limit is 30 mph. In the project vicinity, sidewalks are provided on  both sides of the street. On‐street parking is prohibited in the study area vicinity.   Coast Highway runs along the California coast and all the way through Newport Beach. Coast  Highway is a four‐ to eight‐lane roadway south of the project site. According to the City’s Master  Plan of Streets and Highways, Coast Highway is classified as a Major Road (six‐lane divided)  between the eastern city limit and Pelican Point Drive, a Primary Road (four‐lane divided)  between Pelican Point Drive and MacArthur Boulevard, and a Major Road between MacArthur  Boulevard and Jamboree Road. The posted speed limit is 40 mph west of Balboa Bay Way,  45 mph between Balboa Bay Way and Dover Drive, and 50 mph east of Dover Drive. On‐street  (Class II) bicycle lanes are provided on both sides of the street east of Dover Drive, and a bicycle  route (Class III) shared with vehicles is provided on both sides of the street west of Dover Drive.  Sidewalks are provided on both sides of the street. On‐street parking is permitted on select  locations.    Orange Street is a two‐lane north‐south local street west of the project site. Sidewalks are  provided on both sides of the street. On‐street parking is permitted.    Riverside Avenue is a two‐ to four‐lane north‐south local street southeast of the project site.  The posted speed limit is 30 mph. On‐street (Class II) bicycle lanes are provided on both sides of  the street. On‐street parking is prohibited south of Avon Street. South of Avon Street, sidewalks  65 10 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  are provided on both sides of the street. North of Avon Street, sidewalks and parking are  provided on the north side of Riverside Avenue.   Tustin Avenue is a two‐lane north‐south local street southeast of the project site. South of Avon  Street, sidewalks are provided on both sides of the street. On‐street parking is permitted.    Dover Drive is a two‐ to six‐lane north‐south roadway north and east of the project site.  According to the City’s Master Plan of Streets and Highways, Dover Drive is classified as a  Commuter Roadway north of Westcliff Drive, a Primary Road between Westcliff Drive and Cliff  Drive, and a Major Road south of Cliff Drive. East of Irvine Avenue, the posted speed limit on  Dover Drive is 30 mph. North of Coast Highway, Dover Drive has a speed limit of 45 mph.  On‐street (Class II) bicycle lanes and sidewalks are provided on both sides of the street north of  Coast Highway. On‐street parking is prohibited.   Existing Baseline Intersection Level of Service  Figure 4 shows the existing intersection geometrics and traffic control devices at the study area  intersections.   Transportation Studies, Inc., conducted peak‐hour traffic counts for the study area intersections in  March and April 2022 (the intersection of Dover Drive/Coast Highway was counted in February  2023). The existing traffic counts are provided in Appendix A. It should be noted that a 1 percent per  year growth rate was applied to the 2022 traffic counts to reflect existing (2023) conditions. The  existing peak‐hour traffic volumes at the study area intersections are illustrated on Figure 5.  The results of the existing peak‐hour LOS analysis for the study area intersections are summarized in  Table B. As shown in this table, all study area intersections currently operate at a satisfactory LOS.  The ICU worksheets are provided in Appendix B.  Active Transportation  Transit Facilities  Transit facilities are accessible to and from the project site. OCTA bus stops are currently provided  for Routes 47 and 71, approximately 0.25 mile away at the Monrovia Avenue/West 15th Street  intersection. Route 47 connects Fullerton to Newport Beach, and Route 71 offers transit between  Yorba Linda and Newport Beach. The OCTA bus system maps and bus stop locations are provided in  Appendix C.  Bicycle Circulation  Class II bicycle lanes are provided in the vicinity of the project site on Superior Avenue and Placentia  Avenue. Extended bicycle travel is possible between the project site, nearby residences, and other  uses in the vicinity, as well as via Coast Highway.  66 1 Superior Ave/Placentia Ave2 Newport Blvd/Hospital Rd3Orange St/Coast Hwy4 Superior Ave/Coast Hwy5 Newport Blvd (Ramp)/Coast Hwy 6 Riverside Ave/Coast Hwy7 Tustin Ave/Coast Hwy8 Dover Dr/Coast HighwayFIGURE 4LEGENDFree Right TurnNRight‐Turn OverlapSignal Pacifica Christian High School Enrollment Increase Existing Intersection Geometrics  FRTONorth-South Split PhasingFFNorth-South Split PhasingF12345678P:\CNB2101.03\xls\figures\Fig 4 ‐ Existing Intersection Geometrics.xlsx 8/2/202367 55 / 63163 / 36512 / 3326 / 7330 / 166350 / 3481 Superior Ave/Placentia Ave34 / 62187 / 21244 / 110213 / 385159 / 97221 / 2262 Newport Blvd/Hospital Rd17 / 25882 / 265641 / 4834 / 472872 / 123534 / 373Orange St/Coast Hwy210 / 16077 / 40645 / 1193653 / 1915408 / 5571276 / 213134 / 361033 / 195465 / 129836 / 18487 / 261323 / 212127 / 35545 / 2132239 / 1177257 / 26849 / 81182 / 1402077 / 870130 / 1321932 / 14652021 / 14471801 / 1314275 / 1814 / 174 / 235 / 164 Superior Ave/Coast Hwy 5 Newport Blvd (Ramp)/Coast Hwy 6 Riverside Ave/Coast Hwy7Tustin Ave/Coast Hwy8Dover Dr/Coast HighwayFIGURE 5LEGENDXXX / YYYAM / PM VolumeN Pacifica Christian High School Enrollment Increase Existing Peak‐Hour Volumes32 / 4119 / 26264 / 664116 / 158244 / 186244 / 298364 / 309299 / 3181 / 179 / 59145 / 2692 / 41 / 41 / 13157 / 163132 / 1100 / 122 / 4031 / 401 / 339 / 1756 / 43916 / 884141 / 20132 / 312 / 443 / 260 / 165 / 6721 / 464 / 9200 / 57056 / 45588 / 31520 / 14341 / 3421457 / 140562 / 57439 / 1741366 / 149254 / 52131 / 19612345678P:\CNB2101.03\xls\figures\Fig 5 ‐ Existing Peak‐Hour Volumes.xlsx (8/2/2023)68 ICU LOS ICU LOS 1 Superior Avenue/Placentia Avenue 0.50 A 0.67 B 2 Newport Boulevard/Hospital Road 0.53 A 0.64 B 3 Orange Street/Coast Highway 0.70 B 0.64 B 4 Superior Avenue/Coast Highway 0.64 B 0.65 B 5 Newport Boulevard (Ramp)/Coast Highway 0.85 D 0.57 A 6 Riverside Avenue/Coast Highway 0.66 B 0.66 B 7 Tustin Avenue/Coast Highway 0.67 B 0.55 A 8 Dover Drive/Coast Highway 0.62 B 0.66 B ICU = Intersection Capacity Utilization LOS = level of service Intersection AM Peak Hour PM Peak Hour Table B: Existing Intersection Level of Service Summary Existing P:\CNB2101.03\xls\LOS.xlsx\Ex (8/2/2023) 69 14 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  Pedestrian Circulation  Sidewalks and walkways are provided within the existing school campus. Sidewalks exist around the  immediate area of the site on both sides of 15th Street and Monrovia Avenue. Sidewalks also extend  onto both sides of Placentia Avenue and Superior Avenue. The pedestrian and bicycle facilities  provide opportunities for the public to use alternative modes of transportation and connections to a  variety of commercial, residential, and employment destinations. Land uses close to the project site  include institutional uses, commercial uses, and residences, all of which are accessible by non‐ automotive means.  FUTURE YEAR 2024 CONDITIONS  The City requires that the proposed project be analyzed 1 year after its opening year. The proposed  project is anticipated to open in 2023; therefore, an analysis year of 2024 was used in the future  year analysis.   Future Year 2024 Baseline Intersection Level of Service  The Future Year 2024 condition was developed by applying a growth rate to the existing traffic  volumes and adding trips from approved projects in the vicinity. A 1 percent per year growth rate  was added to all traffic volumes on Newport Boulevard and Coast Highway, consistent with the  City’s Regional Traffic Annual Growth Rate table (provided in Appendix D).  Approved Projects  The City provided the trip assignment for 18 approved projects at each study area intersection.  Figure 6 illustrates the approved projects’ locations. Detailed trip assignment for the approved  projects is provided in Appendix E.   The approved projects include:   1. Fashion Island Expansion  2. Temple Bat Yahm Expansion  3. Hoag Hospital Phase III  4. St. Mark Presbyterian Church  5. 2300 Newport Boulevard (VUE)  6. Hoag Health Center  7. North Newport Center  8. 328 Old Newport Medical Office General  Plan Amendment  9. Mariner’s Pointe  10. Back Bay Landing  11. Balboa Marina West  12. Newport Crossings  13. Museum House—Vivante Senior Center   14. Uptown Newport Phase 1 (TDR)1  15. Uptown Newport Phase 2 Only  16. Residences at 4400 VK  17. Picerne Residential (1300 Bristol Street  North)  18. 2510 WCH Residential and Mother’s Market    1  Transfer of Development Rights.  70 55 1111 1313 2 1717 1616 14141212 1515 7 4110109 3 6 1818 I:\CNB2101.03\G\Approved_Projects.ai (8/4/2023) SOURCE: Bing Maps 2023 Approved Project Project Site Approved Project Locations Pacifica ChrisƟan High School Enrollment Increase FIGURE 6 # Project Location NOT TO SCALE LEGEND 71 16 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  The ambient growth volumes on Newport Boulevard and Coast Highway, as well as the approved  project trips at the study area intersections, were added to the existing peak‐hour volumes to  develop the Future Year 2024 baseline peak‐hour traffic volumes. Figure 7 shows the resulting  Future Year 2024 baseline peak‐hour traffic volumes.  1 Percent Traffic Volume Analysis  A 1 percent traffic volume analysis was prepared to identify any study area intersection where  traffic from the proposed project would increase traffic on any leg by 1 percent or more. The Future  Year 2024 condition was used as the baseline for the 1 percent volume analysis. Table C provides a  summary of the 1 percent volume analysis.   As shown in Table C, application of the 1 percent traffic volume analysis to the study area  intersections would result in an increase in traffic volumes on any leg by 1 percent or more in the  Future Year 2024 Plus Project condition at the following seven study area intersections:  1. Superior Avenue/Placentia Avenue  2. Newport Boulevard/Hospital Road  3. Orange Street/Coast Highway  4. Superior Avenue/Coast Highway  5. Newport Boulevard (Ramp)/Coast Highway  6. Riverside Avenue/Coast Highway  7. Tustin Avenue/Coast Highway  The results of the Future Year 2024 peak‐hour LOS analysis for the study area intersections are  summarized in Table D. As shown in this table, all study area intersections are forecast to operate at  a satisfactory LOS.   Future Year 2024 Plus Project Intersection Level of Service  To determine the Future Year 2024 Plus Project condition, traffic generated by the proposed project  was added to Future Year 2024 traffic volumes. Figure 8 shows the resulting Future Year 2024 Plus  Project peak‐hour traffic volumes.   Table D summarizes the results of the Future Year 2024 Plus Project peak‐hour LOS analysis for the  study area intersections. As shown in Table D, with the addition of the proposed project, the study  area intersections are forecast to operate at a satisfactory LOS. Therefore, the proposed project can  be implemented with no peak‐hour LOS impacts at the study area intersections in the Future Year  2024 condition.  72 55 / 63165 / 37214 / 3926 / 7333 / 170350 / 3481 Superior Ave/Placentia Ave37 / 75189 / 22046 / 119225 / 405164 / 101222 / 2312 Newport Blvd/Hospital Rd17 / 25909 / 271541 / 4834 / 472924 / 126234 / 373Orange St/Coast Hwy212 / 16278 / 41669 / 1247696 / 1993416 / 5631361 / 224734 / 361107 / 206666 / 131894 / 19137 / 261408 / 223727 / 35553 / 2192286 / 1283260 / 27153 / 91192 / 1562134 / 908135 / 1402017 / 15792104 / 15531879 / 1412278 / 1864 / 174 / 235 / 164 Superior Ave/Coast Hwy 5 Newport Blvd (Ramp)/Coast Hwy 6 Riverside Ave/Coast Hwy7Tustin Ave/Coast Hwy8Dover Dr/Coast HighwayFIGURE 7LEGENDXXX / YYYAM / PM VolumeN Pacifica Christian High School Enrollment Increase Future Year 2024 Peak‐Hour Volumes32 / 4119 / 26266 / 670117 / 161244 / 186282 / 321386 / 341299 / 3181 / 180 / 60146 / 2692 / 41 / 41 / 13159 / 165132 / 1110 / 122 / 4039 / 511 / 339 / 1756 / 43946 / 920149 / 21232 / 312 / 443 / 260 / 165 / 6721 / 464 / 9208 / 57556 / 45593 / 32723 / 18341 / 3421502 / 146169 / 62454 / 1821417 / 153863 / 58139 / 20312345678P:\CNB2101.03\xls\figures\Fig 7 ‐ Future Year 2024 Peak‐Hour Volumes.xlsx (8/2/2023)73 1 PercentPeak Percent Percent Percent Percent TestHour Project Base Increase Project Base Increase Project Base Increase Project Base Increase Satisfied?AM 39 957 4.08% 0 268 0.00% 51 709 7.19% 35 234 14.96%1 Superior Avenue/Placentia AvenuePM 7 687 1.02% 0 629 0.00% 23 525 4.38% 6 474 1.27% YesAM 0 1,710 0.00% 31 1,934 1.60% 25 611 4.09% 4 272 1.47%2 Newport Boulevard/Hospital RoadPM 0 1,726 0.00% 5 1,778 0.28% 11 737 1.49% 1 414 0.24% YesAM 0 86 0.00% 0 77 0.00% 16 2,992 0.53% 11 967 1.14%3 Orange Street/Coast HighwayPM 0 114 0.00% 0 61 0.00% 3 1,346 0.22% 5 2,788 0.18% YesAM 4 437 0.92% 26 627 4.15% 16 2,695 0.59% 19 974 1.95%4 Superior Avenue/Coast HighwayPM 1 545 0.18% 12 1,017 1.18% 3 1,313 0.23% 3 2,286 0.13% YesAM‐‐ ‐0 688 0.00% 13 2,421 0.54% 19 1,310 1.45%5 Newport Boulevard (Ramp)/Coast HighwayPM‐‐ ‐0 662 0.00% 6 1,423 0.42% 3 2,476 0.12% YesAM 0 4 0.00% 0 380 0.00% 13 2,281 0.57% 19 1,446 1.31%6 Riverside Avenue/Coast HighwayPM 0 21 0.00% 0 379 0.00% 6 1,867 0.32% 3 2,314 0.13% YesAM 0 1 0.00% 0 61 0.00% 13 2,161 0.60% 19 1,442 1.32%7 Tustin Avenue/Coast HighwayPM 0 4 0.00% 0 91 0.00% 6 1,646 0.36% 3 2,273 0.13% YesAM 0 90 0.00% 3 1,151 0.26% 13 2,106 0.62% 16 1,803 0.89%8 Dover Drive/Coast HighwayPM 0 84 0.00% 0 1,175 0.00% 6 1,584 0.38% 3 3,348 0.09% No = project contribution of 1 percent or moreTable C: City of Newport Beach 1 Percent Volume Analysis SummaryPrimary IntersectionNorthbound Southbound Eastbound WestboundApproach VolumesP:\CNB2101.03\xls\1 percent summary.xlsx\Sheet1 (8/2/2023)74 ICU LOS ICU LOS ICU LOS ICU LOS AM PM AM PM1 Superior Avenue/Placentia Avenue0.51 A 0.67 B 0.55 A 0.68 B 0.04 0.01 No No2 Newport Boulevard/Hospital Road0.55 A 0.67 B 0.55 A 0.67 B 0.00 0.00 No No3 Orange Street/Coast Highway0.71 C 0.65 B 0.71 C 0.65 B 0.00 0.00 No No4 Superior Avenue/Coast Highway0.65 B 0.66 B 0.66 B 0.66 B 0.01 0.00 No No5 Newport Boulevard (Ramp)/Coast Highway0.89 D 0.60 A 0.90 D 0.60 A 0.01 0.00 No No6 Riverside Avenue/Coast Highway0.69 B 0.69 B 0.69 B 0.69 B 0.00 0.00 No No7 Tustin Avenue/Coast Highway0.70 B 0.59 A 0.70 B 0.59 A 0.00 0.00 No No8 Dover Drive/Coast Highway0.64 B 0.69 B‐‐‐‐‐‐N/A N/A∆ = change inICU = Intersection Capacity UtilizationLOS = level of serviceN/A = not applicableTable D: Future Year 2024 Intersection Level of Service SummaryFuture Year 2024 Future Year 2024 Plus ProjectAM Peak Hour PM Peak Hour AM Peak Hour PM Peak HourIntersectionPeak‐Hour∆ in ICUProject LOSImpact?P:\CNB2101.03\xls\LOS.xlsx\Future+Proj (8/2/2023)75 55 / 63200 / 37814 / 3926 / 7358 / 181376 / 3601 Superior Ave/Placentia Ave37 / 75193 / 22146 / 119247 / 415167 / 102222 / 2312 Newport Blvd/Hospital Rd17 / 25920 / 272041 / 4834 / 472940 / 126534 / 373Orange St/Coast Hwy231 / 16578 / 41669 / 1247696 / 1993416 / 5631380 / 225034 / 361123 / 206966 / 131913 / 19167 / 261427 / 224027 / 35569 / 2222299 / 1289260 / 27153 / 91194 / 1572134 / 908135 / 1402030 / 15852117 / 15591890 / 1417278 / 1864 / 174 / 235 / 164 Superior Ave/Coast Hwy 5 Newport Blvd (Ramp)/Coast Hwy 6 Riverside Ave/Coast Hwy7Tustin Ave/Coast Hwy8Dover Dr/Coast HighwayFIGURE 8LEGENDXXX / YYYAM / PM VolumeN Pacifica Christian High School Enrollment Increase Future Year 2024 Plus Project Peak‐Hour Volumes485 / 1871417 / 153863 / 58139 / 2031502 / 146169 / 624 / 9208 / 57556 / 45593 / 32723 / 18380 / 34932 / 312 / 443 / 260 / 165 / 6721 / 46146 / 2692 / 41 / 41 / 13163 / 166132 / 1110 / 122 / 4039 / 511 / 339 / 1756 / 43946 / 920152 / 21232 / 4119 / 26277 / 675119 / 162257 / 192282 / 321386 / 341299 / 3181 / 180 / 6012345678P:\CNB2101.03\xls\figures\Fig 8 ‐ Future Year 2024 Plus Project Peak‐Hour Volumes.xlsx (8/2/2023)76 21 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  ACCESS AND ON‐SITE CIRCULATION  As previously described, access to the 1499 Monrovia Avenue campus is provided via three  driveways along Monrovia Avenue. The northern driveway (closer to the Monrovia Avenue/West  15th Street intersection) provides direct full access to the northern portion of the site, the central  driveway is the main access to the southern part of the site, and the southern driveway serves as a  secondary entrance and exit. Access to the 883 West 15th Street campus is provided via two  driveways. The western driveway provides inbound access and the eastern driveway provides  outbound access.  CONGESTION MANAGEMENT PROGRAM CONSISTENCY REQUIREMENTS  The County of Orange CMP Highway System includes two roadway arterials in the project area  (Coast Highway and Newport Boulevard) and one intersection (Newport Boulevard [ramp]/Coast  Highway) within the study area. Based on the CMP requirements, a TIA is required for CMP purposes  if a project would generate 2,400 or more ADT. For projects that would directly access a CMP  Highway System roadway, a reduced threshold of 1,600 ADT is applied. The proposed project is  forecast to generate 434 ADT. As such, a CMP‐level analysis is not required. Therefore, this TIA  complies with the CMP requirements.  CONCLUSIONS  Based on the results of this TIA, the proposed project could be implemented without adversely  affecting the study area intersections. The evaluation of the study area intersection LOS shows that  the addition of project traffic would not create LOS impacts. Based on the site plan layout, adequate  access and on‐site circulation would be provided.   77 22 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  REFERENCES  California Department of Transportation (Caltrans). 2021. California Manual on Uniform Traffic  Control Devices (CAMUTCD). Website: https://dot.ca.gov/‐/media/dot‐media/programs/ safety‐programs/documents/ca‐mutcd/rev6/camutcd2014‐rev6.pdf (accessed April 5,  2023).  City of Newport Beach (City). 2007. Traffic Phasing Ordinance (TPO).  _____. 2022a. Newport Beach General Plan. Adopted July 25, 2006; updated October 25, 2022.  _____. 2022b. General Plan Circulation Element. Figure CE1. Website:  https://www.newportbeachca.gov/home/showpublisheddocument/72126/ 637969491946670000 (accessed April 5, 2023).  _____. 2022c. Municipal Code Section 15.40 Traffic Phasing Ordinance. December 13, 2022.  Website: https://www.codepublishing.com/CA/NewportBeach/html/NewportBeach15/ NewportBeach1540.html (accessed April 5, 2023).  Institute of Transportation Engineers (ITE). 2021. Trip Generation Manual. 11th Edition.  Orange County Transportation Authority (OCTA). 2021a. 2021 Orange County Congestion  Management Program Report. Adopted November 22, 2021.  ______. 2021b. Guidance for Administration of the Orange County Master Plan of Arterial Highways.    78 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  APPENDIX A    EXISTING TRAFFIC VOLUMES    79 File Name : SU 2565Site Code : 00000000Start Date : 3/31/2022Page No : 1City : Newport BeachN-S Direction : Superior AveE-W Direction: Placentia AveGroups Printed- Turning MovementsSuperior AveSouthboundPlacentia AveWestboundSuperior AveNorthboundPlacentia AveEastboundStart TimeRightThruLeftU TurnRightThruLeftU TurnRightThruLeftU TurnRightThruLeftU TurnInt. Total07:00139 7 0616 0 028234 560 41 6 130007:1534014 0322 5 029152 355 44 7 034107:3013910 010 38 4 03 156 76 981 99 1 052707:4504712 019 54 2 06 136 89 187 91 5 0549Total5165430381301101346525118283275191171708:0025920 014 47 3 06 156 94 496 77 13 059108:1515313 011 22 3 05 134 62 383 60 7 045708:3045912 020 29 3 07 140 49 661 54 12 045608:4507011 021 35 7 07 148 66 671 50 10 0502Total7241560661331602557827119311241420200616:303 130 17 016 101 7 03 109 78 1095 44 3 061616:452 139 10 016 88 10 048979 665 43 0 0551Total5269270321891707198157161608730116717:003 153 13 119 90 10 03 103 87 8103 37 1 163217:151142 4 011 82 6 041166 582 40 2 045617:301120 6 010 73 4 018475 679 34 3 049617:451122 7 075411 037259 449 38 2 0429Total653730147299310112702872331314981201318:00392 8 112 34 4 017353 756 29 1 037418:15299 5 0938 5 0361431049 27 0 0351Grand Total28 1403 169 2204 823 84 060 1645 1062 931172 808 73 27628Apprch %1.7 87.6 10.5 0.118.4 74.1 7.6 02.1 57.5 37.1 3.357 39.3 3.6 0.1Total %0.4 18.4 2.2 02.7 10.8 1.1 00.8 21.6 13.9 1.215.4 10.6 1 0Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278080 File Name : SU 2565Site Code : 00000000Start Date : 3/31/2022Page No : 2City : Newport BeachN-S Direction : Superior AveE-W Direction: Placentia AveSuperior AveSouthboundPlacentia AveWestboundSuperior AveNorthboundPlacentia AveEastboundStart TimeRightThruLeftU TurnApp. TotalRightThruLeftU TurnApp. Total RightThruLeftU TurnApp. TotalRightThruLeftU TurnApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:3007:3013910 0 5010 384156769991 0 18152707:4504712 0 5919 542075608:002592008114 47 3 0 646156944260967713018659108:1515313 0 6711 22 3 0 365 134 62 3 20483 60 7 0 150457Total Volume41985502575416112022720582321179403473272607002124% App. Total1.67721.4023.870.95.302.161.934.11.849.646.73.70PHF.500.839.688.000.793.711.745.750.000.757.833.933.854.472.904.904.826.500.000.941.898 Superior Ave Placentia Ave Placentia Ave Superior Ave Right4Thru198Left55UTurn0InOutTotal662 257 919Right54Thru161Left12UTurn0OutTotalIn402 227 629Left321Thru582Right20UTurn17OutTotalIn557 940 1497Left26Thru327Right347UTurn0TotalOutIn486 700 1186Peak Hour Begins at 07:30Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : SU 2565Site Code : 00000000Start Date : 3/31/2022Page No : 3City : Newport BeachN-S Direction : Superior AveE-W Direction: Placentia AveSuperior AveSouthboundPlacentia AveWestboundSuperior AveNorthboundPlacentia AveEastboundStartTimeRightThruLeftU TurnApp. TotalRightThruLeftU TurnApp. TotalRight ThruLeftU TurnApp. Tota l RightThruLeftU TurnApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:3016:30317101701243109781044 3 14261616:452 139 10 0 15116 8810417:003153131 1701990 10 0 1193 10387820110337 1114263217:151 142 4 0 14711 82 6 0 9941166 5 8682 40 2 0 124456Total Volume9564441618623613304561431231029665345164615162255% App. Total1.591.37.10.213.679.27.202.146.946.64.466.931.81.20.2PHF.750.922.647.250.909.816.894.825.000.919.875.716.891.725.827.837.932.500.250.908.892 Superior Ave Placentia Ave Placentia Ave Superior Ave Right9Thru564Left44UTurn1InOutTotal380 618 998Right62Thru361Left33UTurn0OutTotalIn222 456 678Left310Thru312Right14UTurn29OutTotalIn942 665 1607 Left6Thru164Right345UTurn 1 TotalOutIn680 516 1196 Peak Hour Begins at 16:30Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278081 File Name : NE 2480Site Code : 00000000Start Date : 3/31/2022Page No : 1City : Newport BeachN-S Direction : Newport BlvdE-W Direction: Hospital RdGroups Printed- Turning MovementsNewport BlvdSouthboundHospital RdWestboundNewport BlvdNorthboundHospital RdEastboundStart TimeRightThruLeftU TurnRightThruLeftU TurnRightThruLeftU TurnRightThruLeftU TurnInt. Total07:0075 269 8 0317 5 06232 6 238 10 43 071407:1562 230 11 049209 311 19 133 13 50 075407:3083 295 10 012 30 11 011 328 22 252 37 121 0101407:45111 327 12 065714 023 340 30 067 72 82 01141Total3311121410251133204912117751901322960362308:0095 272 9 085914 013 369 40 056 30 50 0101508:15123 353 15 0832 6 014 365 21 363 22 35 0106008:30106 400 17 012 37 10 011 369 36 033 33 44 0110808:4581 318 13 013 36 14 116 341 34 152 13 48 0981Total4051343540411644415414441314204981770416416:3045 365 15 216 56 27 012 348 39 158 30 110 0112416:4547 361 12 215 55 31 09 312 45 456 31 78 01058Total927262743111158021660845114611880218217:0036 417 10 022 48 22 017 430 42 659 18 106 0123317:1544 334 10 085129 018 301 48 951 17 87 0100717:3059 380 3 011 60 31 020 374 45 845 20 55 0111117:4563 400 12 116 29 21 013 292 29 444 18 53 0995Total202153135157188103068139716427199733010434618:0056 344 10 012 39 24 028 352 25 345 23 58 0101918:1568 347 7 062412 015 370 26 337 13 47 0975Grand Total1154 5412 174 5172 639 273 1235 5434 507 47789 400 1067 016309Apprch %17.1 80.2 2.6 0.115.9 58.9 25.2 0.13.8 87.3 8.1 0.835 17.7 47.3 0Total %7.1 33.2 1.1 01.1 3.9 1.7 01.4 33.3 3.1 0.34.8 2.5 6.5 0Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278082 File Name : NE 2480Site Code : 00000000Start Date : 3/31/2022Page No : 2City : Newport BeachN-S Direction : Newport BlvdE-W Direction: Hospital RdNewport BlvdSouthboundHospital RdWestboundNewport BlvdNorthboundHospital RdEastboundStart TimeRightThruLeftU TurnApp. TotalRightThruLeftU TurnApp. Total RightThruLeftU TurnApp. TotalRightThruLeftU TurnApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:4507:45111 327 12 0 450657142367 72 82 221114108:0095 272 9 0 37685914 08113369 40 42256 30 50 0 136101508:15123308:30106400 1705231237 10 0 5911 369 36 0 41633 33 44 0 1101108Total Volume43513525301840341854402636114431273163421915721105874324% App. Total23.673.52.9012.970.316.703.788.37.80.237.326.735.90PHF.884.845.779.000.880.708.784.786.000.812.663.978.794.250.968.817.545.643.000.664.947 Newport Blvd Hospital Rd Hospital Rd Newport Blvd Right435Thru1352Left53UTurn0InOutTotal1688 1840 3528Right34Thru185Left44UTurn0OutTotalIn271 263 534Left127Thru1443Right61UTurn3OutTotalIn1615 1634 3249Left211Thru157Right219UTurn0TotalOutIn747 587 1334Peak Hour Begins at 07:45Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : NE 2480Site Code : 00000000Start Date : 3/31/2022Page No : 3City : Newport BeachN-S Direction : Newport BlvdE-W Direction: Hospital RdNewport BlvdSouthboundHospital RdWestboundNewport BlvdNorthboundHospital RdEastboundStartTimeRightThruLeftU TurnApp. TotalRightThruLeftU TurnApp. TotalRight ThruLeftU TurnApp. Tota l RightThruLeftU TurnApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:3016:3045 36515 25627 0 9912 348 39 1 40058 30110 198112416:454731 1019 312 45 4 370563178 0 165105817:003641710 04632243042 649559123317:1544 334 10 0 38885129 0 8818 48 9Total Volume172147747417006121010903805613911742016412249638107014422% App. Total10.186.92.80.216.155.328.703.484.810.61.23213.754.40PHF.915.885.783.500.918.693.938.879.000.941.778.809.906.556.829.949.774.866.000.885.897 Newport Blvd Hospital Rd Hospital Rd Newport Blvd Right172Thru1477Left47UTurn4InOutTotal1833 1700 3533Right61Thru210Left109UTurn0OutTotalIn199 380 579Left174Thru1391Right56UTurn20OutTotalIn1810 1641 3451 Left381Thru96Right224UTurn 0 TotalOutIn556 701 1257 Peak Hour Begins at 16:30Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278083 File Name : CH 2285Site Code : 00000000Start Date : 4/5/2022Page No : 1City: NEWPORT BEACHN-S Direction: ORANGE STREETE-W Direction: COAST HIGHWAYGroups Printed- Turning MovementsORANGE STSouthboundCOAST HIGHWAYWestboundORANGE STNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsInt. Total07:0080503137 4 150502378 2 055007:15401203139 7 270301548 3 072907:30501603234 5 211 0 6 06617 4 291107:45601404204 14 215 0 5 02700 8 2976Total23047013714307380190112243174316608:00801007238 3 129 0 9 019 867 11 2120408:1592703192 9 612 0 4 05571 4 382708:30901203239 6 080308706 3 199808:4531902193 5 415 1 9 09507 4 1763Total293380158622311641250412651227379216:30301008618 10 022 2 13 08284 9 699316:4560507728 5 220 0 12 014 335 7 31144Total9015015134615242225022619169213717:0012 0 11 05652 12 012 0 12 08283 6 5101817:1582803634 14 012 0 13 06277 13 299217:30522010 616 14 122 1 9 09328 8 3103017:4580803481 10 231 0 13 09246 8 0819Total3342902123835037714703211343510385918:0030607545 10 117 1 9 09318 7 193418:1512 1 6 08460 8 415 0 11 09271 4 1810Grand Total109 8 141 079 6310 136 28253 5 136 0124 7236 101 3214698Apprch %42.2 3.1 54.7 01.2 96.3 2.1 0.464.2 1.3 34.5 01.7 96.6 1.3 0.4Total %0.7 0.1 1 00.5 42.9 0.9 0.21.7 0 0.9 00.8 49.2 0.7 0.2Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278084 File Name : CH 2285Site Code : 00000000Start Date : 4/5/2022Page No : 2City: NEWPORT BEACHN-S Direction: ORANGE STREETE-W Direction: COAST HIGHWAYORANGE STSouthboundCOAST HIGHWAYWestboundORANGE STNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. Total RightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:4507:4560141408:0080100187238 3 1249290903819 867 112899120408:159270183192 96308:30901202132396 0 2488030118 706 3 1 718998Total Volume32243077178733299316402108534284426829124005% App. Total41.62.655.801.893.83.4175.3024.701.297.70.90.3PHF.889.250.768.000.917.607.913.571.375.935.552.000.583.000.559.447.820.591.667.810.832 ORANGE ST COAST HIGHWAY COAST HIGHWAY ORANGE ST Right32Thru2Left43UTurns0InOutTotal43 77 120Right17Thru873Left32UTurns9OutTotalIn2951 931 3882Left21Thru0Right64UTurns0OutTotalIn68 85 153Left26Thru2844Right34UTurns8TotalOutIn926 2912 3838Peak Hour Begins at 07:45Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : CH 2285Site Code : 00000000Start Date : 4/5/2022Page No : 3City: NEWPORT BEACHN-S Direction: ORANGE STREETE-W Direction: COAST HIGHWAYORANGE STSouthboundCOAST HIGHWAYWestboundORANGE STNorthboundCOAST HIGHWAYEastboundStartTimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalRight ThruLeftU Turns App. Tota l RightThruLeftU TurnsApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:4516:45605011772852 74220 0 12 03214 33573359114417:0012 11235 652 12 0 66912 0 12 0 248283 6517:158280183 634140 65112 013025627713229899217:305220 910616 14 1 64122 190329328 8 3 3481030Total Volume314260612526304532703661460113371223341313074184% App. Total50.86.642.600.997.31.70.158.40.940.702.893.62.61PHF.646.500.591.000.663.625.903.804.375.911.750.250.885.000.883.661.913.654.650.910.914 ORANGE ST COAST HIGHWAY COAST HIGHWAY ORANGE ST Right31Thru4Left26UTurns0InOutTotal60 61 121Right25Thru2630Left45UTurns3OutTotalIn1315 2703 4018Left46Thru1Right66UTurns0OutTotalIn86 113 199 Left34Thru1223Right37UTurns 13 TotalOutIn2707 1307 4014 Peak Hour Begins at 16:45Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278085 File Name : CH 1855Site Code : 00000000Start Date : 4/5/2022Page No : 1City: NEWPORT BEACHN-S Direction: BALBOA BLVD/SUPERIOR AVEE-W Direction: COAST HIGHWAYGroups Printed- Turning MovementsSUPERIOR AVENUESouthboundCOAST HIGHWAYWestboundBALBOA BOULEVARDNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsInt. Total07:0034 20 27 128 95 12 023 16 19 032 317 94 071807:1532 24 38 037 93 8 029 26 22 060 343 88 080007:3066 28 58 041 195 10 041 28 18 080 487 128 0118007:4567 37 54 061 162 21 221 44 39 077 513 114 01212Total199109177116754551211411498024916604240391008:0073 31 66 058 138 14 029 39 43 057 559 168 0127508:1555 19 64 048 152 16 140 44 44 058 497 130 0116808:3062 31 62 039 148 17 139 36 38 065 410 130 0107808:4546 32 28 052 166 25 226 32 38 077 476 184 01184Total2361132200197604724134151163025719426120470516:30175 35 39 037 446 25 134 28 64 052 196 64 0119616:45127 37 51 047 435 27 328 50 71 045 217 39 01177Total302729008488152462781350974131030237317:00204 35 47 129 487 24 126 44 87 042 245 56 0132817:15151 49 46 045 528 46 121 39 44 040 203 52 0126517:30132 41 44 235 413 25 122 37 66 039 210 46 0111317:45105 40 16 032 452 44 222 33 41 042 170 57 01056Total5921651533141188013959115323801638282110476218:0096 45 27 016 329 42 232 45 60 051 138 33 091618:1575 47 34 031 312 21 024 32 49 047 206 44 0922Grand Total1500 551 701 4636 4551 377 17457 573 743 0864 5187 1427 017588Apprch %54.4 20 25.4 0.111.4 81.5 6.8 0.325.8 32.3 41.9 011.6 69.4 19.1 0Total %8.5 3.1 4 03.6 25.9 2.1 0.12.6 3.3 4.2 04.9 29.5 8.1 0Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278086 File Name : CH 1855Site Code : 00000000Start Date : 4/5/2022Page No : 2City: NEWPORT BEACHN-S Direction: BALBOA BLVD/SUPERIOR AVEE-W Direction: COAST HIGHWAYSUPERIOR AVENUESouthboundCOAST HIGHWAYWestboundBALBOA BOULEVARDNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. Total RightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:3007:3066 28 58 0 1524119510 0246418007:45673754 0 1586116221 2246214439 0 10477 513 114 0 704121208:0073 66 17058 138 14 0 21029 39 43 0 11157559 168 784127508:1555 19 64 0 13848 152 16 1 21740 4444 12858 497 130 0 6851168Total Volume261115242061820864761391913115514404302722056540028684835% App. Total42.218.639.2022.670.46.60.330.53633.509.571.718.80PHF.894.777.917.000.909.852.829.726.375.934.799.881.818.000.840.850.919.804.000.915.948 SUPERIOR AVENUE COAST HIGHWAY COAST HIGHWAY BALBOA BOULEVARD Right261Thru115Left242UTurns0InOutTotal903 618 1521Right208Thru647Left61UTurns3OutTotalIn2429 919 3348Left144Thru155Right131UTurns0OutTotalIn448 430 878Left540Thru2056Right272UTurns0TotalOutIn1052 2868 3920Peak Hour Begins at 07:30Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : CH 1855Site Code : 00000000Start Date : 4/5/2022Page No : 3City: NEWPORT BEACHN-S Direction: BALBOA BLVD/SUPERIOR AVEE-W Direction: COAST HIGHWAYSUPERIOR AVENUESouthboundCOAST HIGHWAYWestboundBALBOA BOULEVARDNorthboundCOAST HIGHWAYEastboundStartTimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalRight ThruLeftU Turns App. Tota l RightThruLeftU TurnsApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:3016:30175 35 39 0 24937 446 25 1 5093452 6416:45127 37510 21547435 273512285071 0 14945 217 39 0 301117717:002041 28729 487 24 1 54126 4487 1574224556 0343132817:151514946 0 24645528 46 62021 39 44 0 10440 203 52 0 2951265Total Volume65715618319971581896122621821091612660536179861211012514966% App. Total65.915.618.40.17.286.95.60.320.33049.6014.368.816.90PHF.805.796.897.250.868.840.898.663.500.880.801.805.764.000.854.861.879.824.000.912.935 SUPERIOR AVENUE COAST HIGHWAY COAST HIGHWAY BALBOA BOULEVARD Right657Thru156Left183UTurns1InOutTotal530 997 1527Right158Thru1896Left122UTurns6OutTotalIn1153 2182 3335Left266Thru161Right109UTurns0OutTotalIn457 536 993 Left211Thru861Right179UTurns 0 TotalOutIn2819 1251 4070 Peak Hour Begins at 16:30Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278087 File Name : CH 2620Site Code : 00000000Start Date : 4/5/2022Page No : 1City: NEWPORT BEACHN-S Direction: SR-55 SB RAMPE-W Direction: COAST HIGHWAYGroups Printed- Turning MovementSR-55 SB RAMPSouthboundCOAST HIGHWAYWestboundNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsInt. Total07:0040 0 68 063 114 0 0000015 285 0 058507:1548 0 84 042 122 0 0000025 412 0 073307:3050 0 94 078 195 0 0000022 548 0 098707:4573 0 88 0124 222 0 0000029 557 0 01093Total2110334030765300000091180200339808:0065 0 90 096 209 0 0000034 548 0 0104208:1554 0 88 0106 202 0 0000044 564 0 0105808:3056 0 86 088 184 0 0000036 517 0 096708:4554 0 106 0114 209 0 0000039 496 0 01018Total22903700404804000000153212500408516:3065 0 95 0141 412 0 0000030 298 0 0104116:4568 0 97 0123 411 0 0000033 318 0 01050Total133019202648230000006361600209117:0067 0 73 0163 514 0 0000031 313 0 0116117:1584 0 63 0119 445 0 0000038 276 0 0102517:3076 0 73 0146 460 0 0000029 258 0 0104217:4593 0 54 0117 404 0 0000021 221 0 0910Total320026305451823000000119106800413818:0071 0 69 0103 335 0 0000022 196 0 079618:1561 0 43 0121 342 0 0000030 222 0 0819Grand Total1025 0 1271 01744 4780 0 00000478 6029 0 015327Apprch %44.6 0 55.4 026.7 73.3 0 000007.3 92.7 0 0Total %6.7 0 8.3 011.4 31.2 0 000003.1 39.3 0 0Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278088 File Name : CH 2620Site Code : 00000000Start Date : 4/5/2022Page No : 2City: NEWPORT BEACHN-S Direction: SR-55 SB RAMPE-W Direction: COAST HIGHWAYSR-55 SB RAMPSouthboundCOAST HIGHWAYWestboundNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. Total RightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:3007:3050 09407:4573088 0161124 222003460000 029 557 0 0 586109308:0065 0 90 0 15596 209 0 0 3050000 034 548 0 0 582104208:1554 0 88 0 142106 202 0 0 3080000 044 564006081058Total Volume242036006024048280012320000012922170023464180% App. Total40.2059.8032.867.20000005.594.500PHF.829.000.957.000.935.815.932.000.000.890.000.000.000.000.000.733.983.000.000.965.956 SR-55 SB RAMP COAST HIGHWAY COAST HIGHWAY Right242Thru0Left360UTurns0InOutTotal404 602 1006Right404Thru828Left0UTurns0OutTotalIn2577 1232 3809Left0Thru0Right0UTurns0OutTotalIn129 0 129Left0Thru2217Right129UTurns0TotalOutIn1070 2346 3416Peak Hour Begins at 07:30Turning MovementPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : CH 2620Site Code : 00000000Start Date : 4/5/2022Page No : 3City: NEWPORT BEACHN-S Direction: SR-55 SB RAMPE-W Direction: COAST HIGHWAYSR-55 SB RAMPSouthboundCOAST HIGHWAYWestboundNorthboundCOAST HIGHWAYEastboundStartTimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalRight ThruLeftU Turns App. Tota l RightThruLeftU TurnsApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:4516:4568 097 165123 411 0 0 5340000 03331800351105017:0067 0 73 0 140163 514006770000 031 313 0 0 344116117:15843817:3076 0 73 0 149146 460 0 0 6060000 029 258 0 0 2871042Total Volume2950306060155118300023810000013111650012964278% App. Total49.1050.9023.176.900000010.189.900PHF.878.000.789.000.911.845.890.000.000.879.000.000.000.000.000.862.916.000.000.923.921 SR-55 SB RAMP COAST HIGHWAY COAST HIGHWAY Right295Thru0Left306UTurns0InOutTotal551 601 1152Right551Thru1830Left0UTurns0OutTotalIn1471 2381 3852Left0Thru0Right0UTurns0OutTotalIn131 0 131 Left0Thru1165Right131UTurns 0 TotalOutIn2125 1296 3421 Peak Hour Begins at 16:45Turning MovementPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278089 File Name : CH 2630Site Code : 00000000Start Date : 4/5/2022Page No : 1City: NEWPORT BEACHN-S Direction: RIVERSIDE AVENUEE-W Direction: COAST HIGHWAYGroups Printed- Turning MovementsRIVERSIDE AVENUESouthboundCOAST HIGHWAYWestboundDRIVEWAYNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsInt. Total07:0038 0 7 08161 0 000001324 44 058307:1535 0 11 012 161 1 200000341 44 060707:3066 1 17 011 212 1 010100454 60 082407:45103 0 15 017 321 2 010001496 72 01028Total242150048855422010216152200304208:0083 0 25 014 270 0 300101476 48 092108:1548 1 17 028 358 1 000001499 71 0102408:3062 0 21 017 314 1 001101442 63 092308:4563 0 18 013 312 0 000105453 73 1939Total2561810721254230130818702551380716:3068 0 16 07492 4 331004388 66 0105216:4588 0 14 016 485 1 211102369 79 01059Total15603002397755421067571450211117:0096 1 20 05559 1 432204340 71 0110817:1563 0 8 012 574 2 960107353 49 0108417:3086 0 10 08518 1 140005318 53 1100517:4579 0 10 08473 4 310004280 42 0904Total3241480332124817142302012912151410118:0080 1 11 07365 2 201206234 46 175818:1565 1 13 011 436 1 411004281 45 0863Grand Total1123 5 233 0194 6011 22 3321 7 10 046 6048 926 314682Apprch %82.5 0.4 17.1 03.1 96 0.4 0.555.3 18.4 26.3 00.7 86.1 13.2 0Total %7.6 0 1.6 01.3 40.9 0.1 0.20.1 0 0.1 00.3 41.2 6.3 0Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278090 File Name : CH 2630Site Code : 00000000Start Date : 4/5/2022Page No : 2City: NEWPORT BEACHN-S Direction: RIVERSIDE AVENUEE-W Direction: COAST HIGHWAYRIVERSIDE AVENUESouthboundCOAST HIGHWAYWestboundDRIVEWAYNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. Total RightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:4507:4510311817 32121172102808:0083 0253108:1548117 0 6628 358103870000 0149971 0571102408:3062 0 21 0 8317 314 1 0 332011021 442 63 0 506923Total Volume29617803757612634313461120441913254021713896% App. Total78.90.320.805.693.80.30.225255000.288.111.70PHF.718.250.780.000.794.679.882.500.250.870.250.250.500.000.5001.00.958.882.000.951.947 RIVERSIDE AVENUE COAST HIGHWAY COAST HIGHWAY DRIVEWAY Right296Thru1Left78UTurns0InOutTotal331 375 706Right76Thru1263Left4UTurns3OutTotalIn1992 1346 3338Left2Thru1Right1UTurns0OutTotalIn9413Left254Thru1913Right4UTurns0TotalOutIn1561 2171 3732Peak Hour Begins at 07:45Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : CH 2630Site Code : 00000000Start Date : 4/5/2022Page No : 3City: NEWPORT BEACHN-S Direction: RIVERSIDE AVENUEE-W Direction: COAST HIGHWAYRIVERSIDE AVENUESouthboundCOAST HIGHWAYWestboundDRIVEWAYNorthboundCOAST HIGHWAYEastboundStartTimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalRight ThruLeftU Turns App. Tota l RightThruLeftU TurnsApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:3016:3068 0 16 0 847 492438866 0458105216:4588 0 14 0 102167917:0096 1 2001175 559 1 4 569322074 340 71 0 415110817:1563 0 8 0 711257429 59767Total Volume315158037440211081821761344021171450265017324303% App. Total84.20.315.501.8970.40.861.919190183.715.30PHF.820.250.725.000.799.625.919.500.500.911.542.500.500.000.750.607.934.839.000.945.971 RIVERSIDE AVENUE COAST HIGHWAY COAST HIGHWAY DRIVEWAY Right315Thru1Left58UTurns0InOutTotal309 374 683Right40Thru2110Left8UTurns18OutTotalIn1521 2176 3697Left4Thru4Right13UTurns0OutTotalIn26 21 47 Left265Thru1450Right17UTurns 0 TotalOutIn2429 1732 4161 Peak Hour Begins at 16:30Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278091 File Name : CH 2635Site Code : 00000000Start Date : 4/5/2022Page No : 1City: NEWPORT BEACHN-S Direction: TUSTIN AVENUEE-W Direction: COAST HIGHWAYGroups Printed- Turning MovementsTUSTIN AVENUESouthboundCOAST HIGHWAYWestboundDRIVEWAYNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsRightThruLeftU TurnsInt. Total07:00204010 177 0 000000324 4 152207:1510105207 0 000000325 5 154507:3010203214 0 000000455 1 267807:4530405276 0 000000521 6 2817Total701102387400000001625166256208:005012011 349 0 000001504 9 489508:15401004331 0 010002493 17 586708:3010 0 5 014 354 0 000001483 5 187308:45504013 314 0 000001465 10 3815Total240310421348001000519454113345016:3060708499 0 010000342 9 1288416:4511 0 14 06460 0 000001 370 14 16892Total1702101495900100017122328177617:0018 0 12 016 523 0 020101 344 10 1494117:15901009553 0 000000367 2 1196117:3020405564 0 010000352 2 1194117:4550707487 0 000000277 3 6792Total340330372127003010113401742363518:00201105428 0 020001280 1 873818:1550305410 0 000000236 1 11671Grand Total89 0 110 0126 6146 0 070108 6138 99 10812832Apprch %44.7 0 55.3 0298 0 087.5 0 12.5 00.1 96.6 1.6 1.7Total %0.7 0 0.9 0147.9 0 00.1 0 0 00.1 47.8 0.8 0.8Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278092 File Name : CH 2635Site Code : 00000000Start Date : 4/5/2022Page No : 2City: NEWPORT BEACHN-S Direction: TUSTIN AVENUEE-W Direction: COAST HIGHWAYTUSTIN AVENUESouthboundCOAST HIGHWAYWestboundDRIVEWAYNorthboundCOAST HIGHWAYEastboundStart TimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. Total RightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:4507:453040 75 276 0 0 2810000 005216252981708:005012 1711 349 0 0 3600000 01 504 9 4 51889508:1540100144 331 0 0 33511217508:30100501514 354003680000 01 483 5 1 490873Total Volume220310533413100013441000142001371220543452% App. Total41.5058.502.597.5001000000.297.41.80.6PHF.550.000.646.000.779.607.925.000.000.913.250.000.000.000.250.500.960.544.600.971.964 TUSTIN AVENUE COAST HIGHWAY COAST HIGHWAY DRIVEWAY Right22Thru0Left31UTurns0InOutTotal71 53 124Right34Thru1310Left0UTurns0OutTotalIn2033 1344 3377Left0Thru0Right1UTurns0OutTotalIn415Left37Thru2001Right4UTurns12TotalOutIn1332 2054 3386Peak Hour Begins at 07:45Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : CH 2635Site Code : 00000000Start Date : 4/5/2022Page No : 3City: NEWPORT BEACHN-S Direction: TUSTIN AVENUEE-W Direction: COAST HIGHWAYTUSTIN AVENUESouthboundCOAST HIGHWAYWestboundDRIVEWAYNorthboundCOAST HIGHWAYEastboundStartTimeRightThruLeftU TurnsApp. TotalRightThruLeftU TurnsApp. TotalRight ThruLeftU Turns App. Tota l RightThruLeftU TurnsApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:4516:4511 0141 370 14 16 40189217:0018301621 31 344 10 14 36994117:1590100199 553 0 0 5620000 00 367 2 11 38096117:302040 65564005691000 10 352 2 11 365941Total Volume400400803621000021363010421433285215153735% App. Total5005001.798.3007502500.194.61.83.4PHF.556.000.714.000.667.563.931.000.000.938.375.000.250.000.333.500.968.500.813.945.972 TUSTIN AVENUE COAST HIGHWAY COAST HIGHWAY DRIVEWAY Right40Thru0Left40UTurns0InOutTotal64 80 144Right36Thru2100Left0UTurns0OutTotalIn1476 2136 3612Left1Thru0Right3UTurns0OutTotalIn246Left28Thru1433Right2UTurns 52 TotalOutIn2141 1515 3656 Peak Hour Begins at 16:45Turning MovementsPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278093 File Name : CH3060Site Code : 00000000Start Date : 2/16/2023Page No : 1City : Newport BeachN-S Direction : Bayshore Dr,Dover DrE-W Direction: Coast HwyGroups Printed- Turning Movement CountDover DriveSouthboundCoast HighwayWestboundBayshore DriveNorthboundCoast HighwayEastboundStart TimeRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnRightThruLeftU-TurnInt. Total07:0024 8 124 063 115 6 0472015 272 25 066507:1523 13 121 076 155 3 099406265 21 070507:3022 5 163 091 153 2 0810 6 07417 31 091507:4524 18 184 0139 249 8 1991105433 39 01129Total9344592036967219130352303313871160341408:0033 21 187 0139 277 5 0586011 462 49 0120308:1532 13 219 0159 254 9 021010 09438 40 2119708:3033 15 239 1152 264 5 0361307479 44 0126108:4543 7 270 0195 238 8 0981008422 47 01265Total1415691516451033270193239035180118024926*** BREAK ***16:3041 12 242 0277 443 8 069405332 21 0140016:4559 14 242 0268 490 9 0812 7 02306 44 11462Total10026484054593317014211107638651286217:0052 4 190 0307 535 8 168405371 38 0152917:1549 13 210 0341 486 8 1612 2 04305 36 0147317:3038 12 177 0261 474 5 076505334 34 0135817:4550 17 190 0283 386 11 1912 7 02264 52 81292Total1894676701192188132328381801612741608565218:0022 7 187 1227 489 9 112 19 11 06286 33 1131118:1540 8 169 1210 450 6 066203234 42 11178Grand Total585 187 3114 33188 5458 110 5109 151 104 0100 5620 596 1319343Apprch %15 4.8 80.1 0.136.4 62.3 1.3 0.129.9 41.5 28.6 01.6 88.8 9.4 0.2Total %3 1 16.1 016.5 28.2 0.6 00.6 0.8 0.5 00.5 29.1 3.1 0.1Transportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278094 File Name : CH3060Site Code : 00000000Start Date : 2/16/2023Page No : 2City : Newport BeachN-S Direction : Bayshore Dr,Dover DrE-W Direction: Coast HwyDover DriveSouthboundCoast HighwayWestboundBayshore DriveNorthboundCoast HighwayEastboundStart TimeRightThruLeftU-TurnApp. TotalRightThruLeftU-TurnApp. Total RightThruLeftU-TurnApp. TotalRightThruLeftU-TurnApp. TotalInt. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:0008:0033 21 187 0 241139 277 5 0 42158601911 462 49 0 522120308:1532 13 219 0 264159 254 9 0 42221010 0 229 438 40 2 489119708:3033 15 239 1 288152 264 5 0 42136130227 479 44 0 530126108:4543 7 270 0 320195 238 8 0 44198100278 422 47 0 4771265Total Volume141569151111364510332701705193239090351801180220184926% App. Total12.7582.20.137.860.61.6021.135.643.301.789.28.90.1PHF.820.667.847.250.870.827.932.750.000.967.528.800.750.000.833.795.940.918.250.952.974 Dover Drive Coast Highway Coast Highway Bayshore Drive Right141Thru56Left915U-Turn1InOutTotal857 1113 1970Right645Thru1033Left27U-Turn0OutTotalIn2735 1705 4440Left39Thru32Right19U-Turn0OutTotalIn118 90 208Left180Thru1801Right35U-Turn2 TotalOutIn1213 2018 3231Peak Hour Begins at 08:00Turning Movement CountPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 92780File Name : CH3060Site Code : 00000000Start Date : 2/16/2023Page No : 3City : Newport BeachN-S Direction : Bayshore Dr,Dover DrE-W Direction: Coast HwyDover DriveSouthboundCoast HighwayWestboundBayshore DriveNorthboundCoast HighwayEastboundStartTimeRightThruLeftU-TurnApp. TotalRightThruLeftU-TurnApp. TotalRight ThruLeftU-TurnApp. Tota l RightThruLeftU-TurnApp. TotalInt. Tota lPeak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 16:3016:3041 12 242 0 295277 443 8 0 7286940195 332 21 0 358140016:4559 14 242 0 315268 490 9 0 767812 7 0 272 306 44 1 353146217:0052 4 190 0 246307 535 8 1 8516840185 371 38 0 414152917:1549 13 210 0 272341 486 8 1 836612 2 0 204 305 36 0 3451473Total Volume2014388401128119319543323182264117084161314139114705864% App. Total17.83.878.4037.561.410.13148.820.201.189.49.50.1PHF.852.768.913.000.895.875.913.917.500.935.813.854.607.000.778.800.885.790.250.888.959 Dover Drive Coast Highway Coast Highway Bayshore Drive Right201Thru43Left884U-Turn0InOutTotal1373 1128 2501Right1193Thru1954Left33U-Turn2OutTotalIn2224 3182 5406Left17Thru41Right26U-Turn0OutTotalIn92 84 176 Left139Thru1314Right16U-Turn1 TotalOutIn2172 1470 3642 Peak Hour Begins at 16:30Turning Movement CountPeak Hour DataNorthTransportation Studies, Inc2640 Walnut Avenue, Suite LTustin, CA. 9278095 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  APPENDIX B    ICU WORKSHEETS    96 Existing AM Wed Jul 26, 2023 01:52:47 Page 1-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Scenario: Existing AMCommand: Default CommandVolume: Existing AMGeometry: Default GeometryImpact Fee: Default Impact FeeTrip Generation: Default Trip GenerationTrip Distribution: Default Trip DistributionPaths: Default PathRoutes: Default RouteConfiguration: Default Configuration Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Wed Jul 26, 2023 01:52:48 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Superior Avenue/Placentia Aven A xxxxx 0.503 A xxxxx 0.503 + 0.000 V/C # 2 Newport Boulevard/Hospital Roa A xxxxx 0.532 A xxxxx 0.532 + 0.000 V/C # 3 Orange Street/Coast Highway B xxxxx 0.699 B xxxxx 0.699 + 0.000 V/C # 4 Superior Avenue–Balboa Bouleva B xxxxx 0.640 B xxxxx 0.640 + 0.000 V/C # 5 Newport Boulevard SB Ramps/Coa D xxxxx 0.852 D xxxxx 0.852 + 0.000 V/C # 6 Riverside Avenue/Coast Highway B xxxxx 0.661 B xxxxx 0.661 + 0.000 V/C # 7 Tustin Avenue/Coast Highway B xxxxx 0.666 B xxxxx 0.666 + 0.000 V/C # 8 Dover Drive/Coast Highway B xxxxx 0.615 B xxxxx 0.615 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 97 Existing AM Wed Jul 26, 2023 01:52:49 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Superior Avenue/Placentia Avenue ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.503Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: A********************************************************************************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 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 341 588 20 56 200 4 26 330 350 12 163 55 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: 341 588 20 56 200 4 26 330 350 12 163 55 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: 341 588 20 56 200 4 26 330 350 12 163 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 341 588 20 56 200 4 26 330 350 12 163 55 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: 341 588 20 56 200 4 26 330 350 12 163 55 ------------|---------------||---------------||---------------||---------------|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 1.00 1.00 1.00 1.00 0.75 0.25 Final Sat.: 1600 3095 105 1600 3137 63 1600 1600 1600 1600 1196 404 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.21 0.19 0.19 0.04 0.06 0.06 0.02 0.21 0.22 0.01 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Wed Jul 26, 2023 01:52:51 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Boulevard/Hospital Road ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.532Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 49 Level Of Service: A********************************************************************************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 3 0 1 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 131 1457 62 54 1366 439 213 159 221 44 187 34 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: 131 1457 62 54 1366 439 213 159 221 44 187 34 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: 131 1457 62 54 1366 439 213 159 221 44 187 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 1457 62 54 1366 439 213 159 221 44 187 34 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: 131 1457 62 54 1366 439 213 159 221 44 187 34 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.69 0.31 Final Sat.: 1600 4800 1600 1600 4800 1600 3200 1600 1600 1600 2708 492 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.30 0.04 0.03 0.28 0.27 0.07 0.10 0.14 0.03 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 98 Existing AM Wed Jul 26, 2023 01:52:52 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Orange Street/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.699Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 62 Level Of Service: B********************************************************************************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: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 21 0 65 43 2 32 34 2872 34 41 882 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 0 65 43 2 32 34 2872 34 41 882 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 0 65 43 2 32 34 2872 34 41 882 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 0 65 43 2 32 34 2872 34 41 882 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 0 65 43 2 32 34 2872 34 41 882 17 ------------|---------------||---------------||---------------||---------------|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 0.00 1.00 0.96 0.04 1.00 1.00 2.96 0.04 1.00 3.00 1.00 Final Sat.: 1600 0 1600 1529 71 1600 1600 4744 56 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.61 0.61 0.03 0.18 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Wed Jul 26, 2023 01:52:54 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Superior Avenue–Balboa Boulevard/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.640Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Ovl 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 1 0 1 0 1 1 1 0 2 2 0 3 0 1 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 145 157 132 244 116 264 545 2077 275 65 653 210 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: 145 157 132 244 116 264 545 2077 275 65 653 210 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: 145 157 132 244 116 264 545 2077 275 65 653 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 145 157 132 244 116 264 545 2077 275 65 653 210 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: 145 157 132 244 116 264 545 2077 275 65 653 210 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|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 1.09 0.91 2.00 1.00 2.00 2.00 3.00 1.00 1.00 3.03 0.97 Final Sat.: 1603 1736 1461 3200 1600 3200 3200 4800 1600 1600 4843 1557 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.09 0.09 0.08 0.07 0.08 0.17 0.43 0.17 0.04 0.13 0.13 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 99 Existing AM Wed Jul 26, 2023 01:52:57 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Boulevard SB Ramps/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.852Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 154 Level Of Service: D********************************************************************************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 Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 364 0 244 0 2239 130 0 836 408 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 364 0 244 0 2239 130 0 836 408 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 364 0 244 0 2239 0 0 836 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 364 0 244 0 2239 0 0 836 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 364 0 244 0 2239 0 0 836 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 0 3200 1600 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.15 0.00 0.70 0.00 0.00 0.17 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Wed Jul 26, 2023 01:52:58 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Riverside Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.661Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 55 Level Of Service: B********************************************************************************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 Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 2 1 1 79 1 299 257 1932 4 7 1276 77 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: 2 1 1 79 1 299 257 1932 4 7 1276 77 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: 2 1 1 79 1 299 257 1932 4 7 1276 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1 1 79 1 299 257 1932 4 7 1276 77 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: 2 1 1 79 1 299 257 1932 4 7 1276 77 OvlAdjVol: 42 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 0.25 0.25 0.99 0.01 1.00 1.00 1.99 0.01 1.00 3.00 1.00 Final Sat.: 800 400 400 1580 20 1600 1600 3193 7 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.05 0.05 0.19 0.16 0.60 0.61 0.00 0.27 0.05 OvlAdjV/S: 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 100 Existing AM Wed Jul 26, 2023 01:53:00 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 Tustin Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.666Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 56 Level Of Service: B********************************************************************************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: 0 0 0 0 1 0 0 1! 0 0 1 0 1 1 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 1 31 0 22 49 2021 4 0 1323 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1 31 0 22 49 2021 4 0 1323 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 1 31 0 22 49 2021 4 0 1323 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 1 31 0 22 49 2021 4 0 1323 34 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: 0 0 1 31 0 22 49 2021 4 0 1323 34 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.58 0.00 0.42 1.00 1.99 0.01 0.00 2.92 0.08 Final Sat.: 0 0 1600 936 0 664 1600 3194 6 0 4680 120 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.03 0.03 0.63 0.63 0.00 0.28 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Wed Jul 26, 2023 01:53:01 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Dover Drive/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.615Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 59 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ignore 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 3 0 1 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 39 32 19 916 56 141 182 1801 35 27 1033 645 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: 39 32 19 916 56 141 182 1801 35 27 1033 645 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 39 32 19 916 56 141 182 1801 35 27 1033 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 32 19 916 56 141 182 1801 35 27 1033 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 39 32 19 916 56 141 182 1801 35 27 1033 0 ------------|---------------||---------------||---------------||---------------|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 1.25 0.75 3.00 1.00 1.00 2.00 2.94 0.06 1.00 3.00 1.00 Final Sat.: 1600 2008 1192 4800 1600 1600 3200 4708 92 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.02 0.02 0.19 0.04 0.09 0.06 0.38 0.38 0.02 0.22 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 101 Existing PM Wed Jul 26, 2023 01:50:25 Page 1-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Scenario: Existing PMCommand: Default CommandVolume: Existing PMGeometry: Default GeometryImpact Fee: Default Impact FeeTrip Generation: Default Trip GenerationTrip Distribution: Default Trip DistributionPaths: Default PathRoutes: Default RouteConfiguration: Default Configuration Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Wed Jul 26, 2023 01:50:27 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Superior Avenue/Placentia Aven B xxxxx 0.667 B xxxxx 0.667 + 0.000 V/C # 2 Newport Boulevard/Hospital Roa B xxxxx 0.643 B xxxxx 0.643 + 0.000 V/C # 3 Orange Street/Coast Highway B xxxxx 0.641 B xxxxx 0.641 + 0.000 V/C # 4 Superior Avenue–Balboa Bouleva B xxxxx 0.645 B xxxxx 0.645 + 0.000 V/C # 5 Newport Boulevard SB Ramps/Coa A xxxxx 0.571 A xxxxx 0.571 + 0.000 V/C # 6 Riverside Avenue/Coast Highway B xxxxx 0.661 B xxxxx 0.661 + 0.000 V/C # 7 Tustin Avenue/Coast Highway A xxxxx 0.551 A xxxxx 0.551 + 0.000 V/C # 8 Dover Drive/Coast Highway B xxxxx 0.656 B xxxxx 0.656 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 102 Existing PM Wed Jul 26, 2023 01:50:28 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Superior Avenue/Placentia Avenue ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.667Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 68 Level Of Service: B********************************************************************************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 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 342 315 14 45 570 9 7 166 348 33 365 63 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: 342 315 14 45 570 9 7 166 348 33 365 63 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: 342 315 14 45 570 9 7 166 348 33 365 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 342 315 14 45 570 9 7 166 348 33 365 63 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: 342 315 14 45 570 9 7 166 348 33 365 63 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.91 0.09 1.00 1.97 0.03 1.00 1.00 1.00 1.00 0.85 0.15 Final Sat.: 1600 3064 136 1600 3150 50 1600 1600 1600 1600 1364 236 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.21 0.10 0.10 0.03 0.18 0.18 0.00 0.10 0.22 0.02 0.27 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Wed Jul 26, 2023 01:50:29 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Boulevard/Hospital Road ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.643Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: B********************************************************************************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 3 0 1 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 196 1405 57 52 1492 174 385 97 226 110 212 62 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: 196 1405 57 52 1492 174 385 97 226 110 212 62 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: 196 1405 57 52 1492 174 385 97 226 110 212 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 196 1405 57 52 1492 174 385 97 226 110 212 62 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: 196 1405 57 52 1492 174 385 97 226 110 212 62 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.55 0.45 Final Sat.: 1600 4800 1600 1600 4800 1600 3200 1600 1600 1600 2476 724 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.12 0.29 0.04 0.03 0.31 0.11 0.12 0.06 0.14 0.07 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 103 Existing PM Wed Jul 26, 2023 01:50:31 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Orange Street/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.641Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 52 Level Of Service: B********************************************************************************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: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 46 1 67 26 4 31 47 1235 37 48 2656 25 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: 46 1 67 26 4 31 47 1235 37 48 2656 25 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: 46 1 67 26 4 31 47 1235 37 48 2656 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 1 67 26 4 31 47 1235 37 48 2656 25 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: 46 1 67 26 4 31 47 1235 37 48 2656 25 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.98 0.02 1.00 0.87 0.13 1.00 1.00 2.91 0.09 1.00 3.00 1.00 Final Sat.: 1566 34 1600 1387 213 1600 1600 4660 140 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.03 0.04 0.02 0.02 0.02 0.03 0.26 0.27 0.03 0.55 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Wed Jul 26, 2023 01:50:32 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Superior Avenue–Balboa Boulevard/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.645Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Ovl 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 1 0 1 0 1 1 1 0 2 2 0 3 0 1 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 269 163 110 186 158 664 213 870 181 129 1915 160 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: 269 163 110 186 158 664 213 870 181 129 1915 160 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: 269 163 110 186 158 664 213 870 181 129 1915 160 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 163 110 186 158 664 213 870 181 129 1915 160 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: 269 163 110 186 158 664 213 870 181 129 1915 160 OvlAdjVol: 451 ------------|---------------||---------------||---------------||---------------|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: 1.49 0.90 0.61 1.62 1.38 2.00 2.00 3.00 1.00 1.00 3.69 0.31 Final Sat.: 2378 1444 977 2595 2205 3200 3200 4800 1600 1600 5907 493 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.11 0.11 0.07 0.07 0.21 0.07 0.18 0.11 0.08 0.32 0.32 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 104 Existing PM Wed Jul 26, 2023 01:50:34 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Boulevard SB Ramps/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.571Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 53 Level Of Service: A********************************************************************************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 Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 309 0 298 0 1177 132 0 1848 557 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 309 0 298 0 1177 132 0 1848 557 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 309 0 298 0 1177 0 0 1848 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 309 0 298 0 1177 0 0 1848 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 309 0 298 0 1177 0 0 1848 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 0 3200 1600 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.19 0.00 0.37 0.00 0.00 0.39 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Wed Jul 26, 2023 01:50:35 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Riverside Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.661Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 55 Level Of Service: B********************************************************************************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 Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 4 13 59 1 318 268 1465 17 26 2131 40 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: 4 4 13 59 1 318 268 1465 17 26 2131 40 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: 4 4 13 59 1 318 268 1465 17 26 2131 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 4 13 59 1 318 268 1465 17 26 2131 40 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: 4 4 13 59 1 318 268 1465 17 26 2131 40 OvlAdjVol: 50 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.19 0.19 0.62 0.98 0.02 1.00 1.00 1.98 0.02 1.00 3.00 1.00 Final Sat.: 305 305 990 1573 27 1600 1600 3163 37 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.01 0.01 0.04 0.04 0.20 0.17 0.46 0.46 0.02 0.44 0.03 OvlAdjV/S: 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 105 Existing PM Wed Jul 26, 2023 01:50:37 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 Tustin Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.551Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 41 Level Of Service: A********************************************************************************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: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 1 0 3 40 0 40 81 1447 2 0 2121 36 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: 1 0 3 40 0 40 81 1447 2 0 2121 36 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: 1 0 3 40 0 40 81 1447 2 0 2121 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 0 3 40 0 40 81 1447 2 0 2121 36 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: 1 0 3 40 0 40 81 1447 2 0 2121 36 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.25 0.00 0.75 0.50 0.00 0.50 1.00 1.99 0.01 0.00 2.95 0.05 Final Sat.: 400 0 1200 800 0 800 1600 3196 4 0 4720 80 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.05 0.05 0.45 0.45 0.00 0.45 0.45 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Wed Jul 26, 2023 01:50:38 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Dover Drive/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.656Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 66 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ignore 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 3 0 1 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 17 41 26 884 43 201 140 1314 16 35 1954 1193 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: 17 41 26 884 43 201 140 1314 16 35 1954 1193 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 17 41 26 884 43 201 140 1314 16 35 1954 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 41 26 884 43 201 140 1314 16 35 1954 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 17 41 26 884 43 201 140 1314 16 35 1954 0 ------------|---------------||---------------||---------------||---------------|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 1.22 0.78 3.00 1.00 1.00 2.00 2.96 0.04 1.00 3.00 1.00 Final Sat.: 1600 1958 1242 4800 1600 1600 3200 4742 58 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.02 0.02 0.18 0.03 0.13 0.04 0.28 0.28 0.02 0.41 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 106 Future Year AM Wed Jul 26, 2023 01:54:53 Page 1-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Scenario: Future Year AMCommand: Default CommandVolume: Future Year AMGeometry: Default GeometryImpact Fee: Default Impact FeeTrip Generation: Default Trip GenerationTrip Distribution: Default Trip DistributionPaths: Default PathRoutes: Default RouteConfiguration: Default Configuration Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Wed Jul 26, 2023 01:54:55 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Superior Avenue/Placentia Aven A xxxxx 0.507 A xxxxx 0.507 + 0.000 V/C # 2 Newport Boulevard/Hospital Roa A xxxxx 0.550 A xxxxx 0.550 + 0.000 V/C # 3 Orange Street/Coast Highway C xxxxx 0.709 C xxxxx 0.709 + 0.000 V/C # 4 Superior Avenue–Balboa Bouleva B xxxxx 0.653 B xxxxx 0.653 + 0.000 V/C # 5 Newport Boulevard SB Ramps/Coa D xxxxx 0.891 D xxxxx 0.891 + 0.000 V/C # 6 Riverside Avenue/Coast Highway B xxxxx 0.688 B xxxxx 0.688 + 0.000 V/C # 7 Tustin Avenue/Coast Highway B xxxxx 0.697 B xxxxx 0.697 + 0.000 V/C # 8 Dover Drive/Coast Highway B xxxxx 0.637 B xxxxx 0.637 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 107 Future Year AM Wed Jul 26, 2023 01:54:55 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Superior Avenue/Placentia Avenue ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.507Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: A********************************************************************************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 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 341 593 23 56 208 4 26 333 350 14 165 55 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: 341 593 23 56 208 4 26 333 350 14 165 55 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: 341 593 23 56 208 4 26 333 350 14 165 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 341 593 23 56 208 4 26 333 350 14 165 55 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: 341 593 23 56 208 4 26 333 350 14 165 55 ------------|---------------||---------------||---------------||---------------|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 1.00 1.00 1.00 1.00 0.75 0.25 Final Sat.: 1600 3081 119 1600 3140 60 1600 1600 1600 1600 1200 400 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.21 0.19 0.19 0.04 0.07 0.07 0.02 0.21 0.22 0.01 0.14 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Wed Jul 26, 2023 01:54:57 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Boulevard/Hospital Road ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.550Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 51 Level Of Service: A********************************************************************************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 3 0 1 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 139 1502 69 63 1417 454 225 164 222 46 189 37 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: 139 1502 69 63 1417 454 225 164 222 46 189 37 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: 139 1502 69 63 1417 454 225 164 222 46 189 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 1502 69 63 1417 454 225 164 222 46 189 37 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: 139 1502 69 63 1417 454 225 164 222 46 189 37 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.67 0.33 Final Sat.: 1600 4800 1600 1600 4800 1600 3200 1600 1600 1600 2676 524 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.31 0.04 0.04 0.30 0.28 0.07 0.10 0.14 0.03 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 108 Future Year AM Wed Jul 26, 2023 01:54:59 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Orange Street/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.709Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: C********************************************************************************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: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 21 0 65 43 2 32 34 2924 34 41 909 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 0 65 43 2 32 34 2924 34 41 909 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 0 65 43 2 32 34 2924 34 41 909 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 0 65 43 2 32 34 2924 34 41 909 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 0 65 43 2 32 34 2924 34 41 909 17 ------------|---------------||---------------||---------------||---------------|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 0.00 1.00 0.96 0.04 1.00 1.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1600 0 1600 1529 71 1600 1600 4745 55 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.62 0.62 0.03 0.19 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Wed Jul 26, 2023 01:55:00 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Superior Avenue–Balboa Boulevard/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.653Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 66 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Ovl 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 1 0 1 0 1 1 1 0 2 2 0 3 0 1 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 146 159 132 244 117 266 553 2134 278 66 696 212 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: 146 159 132 244 117 266 553 2134 278 66 696 212 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: 146 159 132 244 117 266 553 2134 278 66 696 212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 159 132 244 117 266 553 2134 278 66 696 212 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: 146 159 132 244 117 266 553 2134 278 66 696 212 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|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 1.09 0.91 2.00 1.00 2.00 2.00 3.00 1.00 1.00 3.07 0.93 Final Sat.: 1600 1741 1459 3200 1600 3200 3200 4800 1600 1600 4906 1494 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.09 0.09 0.08 0.07 0.08 0.17 0.44 0.17 0.04 0.14 0.14 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 109 Future Year AM Wed Jul 26, 2023 01:55:02 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Boulevard SB Ramps/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.891Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************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 Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 386 0 282 0 2286 135 0 894 416 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 386 0 282 0 2286 135 0 894 416 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 386 0 282 0 2286 0 0 894 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 386 0 282 0 2286 0 0 894 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 386 0 282 0 2286 0 0 894 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 0 3200 1600 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.18 0.00 0.71 0.00 0.00 0.19 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Wed Jul 26, 2023 01:55:04 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Riverside Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.688Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 60 Level Of Service: B********************************************************************************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 Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 2 1 1 80 1 299 260 2017 4 7 1361 78 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: 2 1 1 80 1 299 260 2017 4 7 1361 78 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: 2 1 1 80 1 299 260 2017 4 7 1361 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1 1 80 1 299 260 2017 4 7 1361 78 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: 2 1 1 80 1 299 260 2017 4 7 1361 78 OvlAdjVol: 39 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 0.25 0.25 0.99 0.01 1.00 1.00 1.99 0.01 1.00 3.00 1.00 Final Sat.: 800 400 400 1580 20 1600 1600 3194 6 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.05 0.05 0.19 0.16 0.63 0.63 0.00 0.28 0.05 OvlAdjV/S: 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 110 Future Year AM Wed Jul 26, 2023 01:55:05 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 Tustin Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.697Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 61 Level Of Service: B********************************************************************************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: 0 0 0 0 1 0 0 1! 0 0 1 0 1 1 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 1 39 0 22 53 2104 4 0 1408 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1 39 0 22 53 2104 4 0 1408 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 1 39 0 22 53 2104 4 0 1408 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 1 39 0 22 53 2104 4 0 1408 34 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: 0 0 1 39 0 22 53 2104 4 0 1408 34 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.64 0.00 0.36 1.00 1.99 0.01 0.00 2.93 0.07 Final Sat.: 0 0 1600 1023 0 577 1600 3194 6 0 4687 113 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.04 0.03 0.66 0.66 0.00 0.30 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Wed Jul 26, 2023 01:55:08 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Dover Drive/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.637Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ignore 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 3 0 1 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 39 32 19 946 56 149 192 1879 35 27 1107 669 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: 39 32 19 946 56 149 192 1879 35 27 1107 669 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 39 32 19 946 56 149 192 1879 35 27 1107 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 32 19 946 56 149 192 1879 35 27 1107 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 39 32 19 946 56 149 192 1879 35 27 1107 0 ------------|---------------||---------------||---------------||---------------|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 1.25 0.75 3.00 1.00 1.00 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1600 2008 1192 4800 1600 1600 3200 4712 88 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.02 0.02 0.20 0.04 0.09 0.06 0.40 0.40 0.02 0.23 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 111 Future Year PM Wed Jul 26, 2023 02:01:26 Page 1-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Scenario: Future Year PMCommand: Default CommandVolume: Future Year PMGeometry: Default GeometryImpact Fee: Default Impact FeeTrip Generation: Default Trip GenerationTrip Distribution: Default Trip DistributionPaths: Default PathRoutes: Default RouteConfiguration: Default Configuration Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Wed Jul 26, 2023 02:01:28 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Superior Avenue/Placentia Aven B xxxxx 0.673 B xxxxx 0.673 + 0.000 V/C # 2 Newport Boulevard/Hospital Roa B xxxxx 0.666 B xxxxx 0.666 + 0.000 V/C # 3 Orange Street/Coast Highway B xxxxx 0.653 B xxxxx 0.653 + 0.000 V/C # 4 Superior Avenue–Balboa Bouleva B xxxxx 0.660 B xxxxx 0.660 + 0.000 V/C # 5 Newport Boulevard SB Ramps/Coa A xxxxx 0.599 A xxxxx 0.599 + 0.000 V/C # 6 Riverside Avenue/Coast Highway B xxxxx 0.688 B xxxxx 0.688 + 0.000 V/C # 7 Tustin Avenue/Coast Highway A xxxxx 0.588 A xxxxx 0.588 + 0.000 V/C # 8 Dover Drive/Coast Highway B xxxxx 0.692 B xxxxx 0.692 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 112 Future Year PM Wed Jul 26, 2023 02:01:30 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Superior Avenue/Placentia Avenue ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.673Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 70 Level Of Service: B********************************************************************************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 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 342 327 18 45 575 9 7 170 348 39 372 63 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: 342 327 18 45 575 9 7 170 348 39 372 63 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: 342 327 18 45 575 9 7 170 348 39 372 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 342 327 18 45 575 9 7 170 348 39 372 63 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: 342 327 18 45 575 9 7 170 348 39 372 63 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.90 0.10 1.00 1.97 0.03 1.00 1.00 1.00 1.00 0.86 0.14 Final Sat.: 1600 3033 167 1600 3151 49 1600 1600 1600 1600 1368 232 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.21 0.11 0.11 0.03 0.18 0.18 0.00 0.11 0.22 0.02 0.27 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Wed Jul 26, 2023 02:01:33 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Boulevard/Hospital Road ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.666Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 68 Level Of Service: B********************************************************************************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 3 0 1 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 203 1461 62 58 1538 182 405 101 231 119 220 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: 203 1461 62 58 1538 182 405 101 231 119 220 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: 203 1461 62 58 1538 182 405 101 231 119 220 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 1461 62 58 1538 182 405 101 231 119 220 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: 203 1461 62 58 1538 182 405 101 231 119 220 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 3.00 1.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.49 0.51 Final Sat.: 1600 4800 1600 1600 4800 1600 3200 1600 1600 1600 2386 814 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.30 0.04 0.04 0.32 0.11 0.13 0.06 0.14 0.07 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 113 Future Year PM Wed Jul 26, 2023 02:01:36 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Orange Street/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.653Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 54 Level Of Service: B********************************************************************************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: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 46 1 67 26 4 31 47 1262 37 48 2715 25 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: 46 1 67 26 4 31 47 1262 37 48 2715 25 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: 46 1 67 26 4 31 47 1262 37 48 2715 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 1 67 26 4 31 47 1262 37 48 2715 25 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: 46 1 67 26 4 31 47 1262 37 48 2715 25 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.98 0.02 1.00 0.87 0.13 1.00 1.00 2.91 0.09 1.00 3.00 1.00 Final Sat.: 1566 34 1600 1387 213 1600 1600 4663 137 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.03 0.04 0.02 0.02 0.02 0.03 0.27 0.27 0.03 0.57 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Wed Jul 26, 2023 02:01:38 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Superior Avenue–Balboa Boulevard/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.660Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 67 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Ovl 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 1 0 1 0 1 1 1 0 2 2 0 3 0 1 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 269 165 111 186 161 670 219 908 186 131 1993 162 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: 269 165 111 186 161 670 219 908 186 131 1993 162 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: 269 165 111 186 161 670 219 908 186 131 1993 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 165 111 186 161 670 219 908 186 131 1993 162 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: 269 165 111 186 161 670 219 908 186 131 1993 162 OvlAdjVol: 451 ------------|---------------||---------------||---------------||---------------|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: 1.48 0.91 0.61 1.61 1.39 2.00 2.00 3.00 1.00 1.00 3.70 0.30 Final Sat.: 2371 1453 976 2573 2227 3200 3200 4800 1600 1600 5919 481 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.11 0.11 0.07 0.07 0.21 0.07 0.19 0.12 0.08 0.34 0.34 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 114 Future Year PM Wed Jul 26, 2023 02:01:41 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Boulevard SB Ramps/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.599Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 57 Level Of Service: A********************************************************************************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 Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 341 0 321 0 1283 140 0 1913 563 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 341 0 321 0 1283 140 0 1913 563 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 341 0 321 0 1283 0 0 1913 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 341 0 321 0 1283 0 0 1913 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 341 0 321 0 1283 0 0 1913 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 0 3200 1600 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.20 0.00 0.40 0.00 0.00 0.40 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Wed Jul 26, 2023 02:01:43 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Riverside Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.688Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 60 Level Of Service: B********************************************************************************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 Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 4 13 60 1 318 271 1579 17 26 2247 41 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: 4 4 13 60 1 318 271 1579 17 26 2247 41 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: 4 4 13 60 1 318 271 1579 17 26 2247 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 4 13 60 1 318 271 1579 17 26 2247 41 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: 4 4 13 60 1 318 271 1579 17 26 2247 41 OvlAdjVol: 47 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.19 0.19 0.62 0.98 0.02 1.00 1.00 1.98 0.02 1.00 3.00 1.00 Final Sat.: 305 305 990 1574 26 1600 1600 3166 34 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.01 0.01 0.04 0.04 0.20 0.17 0.50 0.50 0.02 0.47 0.03 OvlAdjV/S: 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 115 Future Year PM Wed Jul 26, 2023 02:01:46 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 Tustin Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.588Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 45 Level Of Service: A********************************************************************************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: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 1 0 3 51 0 40 91 1553 2 0 2237 36 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: 1 0 3 51 0 40 91 1553 2 0 2237 36 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: 1 0 3 51 0 40 91 1553 2 0 2237 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 0 3 51 0 40 91 1553 2 0 2237 36 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: 1 0 3 51 0 40 91 1553 2 0 2237 36 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.25 0.00 0.75 0.56 0.00 0.44 1.00 1.99 0.01 0.00 2.95 0.05 Final Sat.: 400 0 1200 897 0 703 1600 3196 4 0 4724 76 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.06 0.06 0.49 0.49 0.00 0.47 0.47 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Wed Jul 26, 2023 02:01:48 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Dover Drive/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.692Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 74 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ignore 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 3 0 1 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 17 41 26 920 43 212 156 1412 16 35 2066 1247 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: 17 41 26 920 43 212 156 1412 16 35 2066 1247 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 17 41 26 920 43 212 156 1412 16 35 2066 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 41 26 920 43 212 156 1412 16 35 2066 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 17 41 26 920 43 212 156 1412 16 35 2066 0 ------------|---------------||---------------||---------------||---------------|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 1.22 0.78 3.00 1.00 1.00 2.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1600 1958 1242 4800 1600 1600 3200 4746 54 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.02 0.02 0.19 0.03 0.13 0.05 0.30 0.30 0.02 0.43 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 116 Future Year Plus Project AMWed Jul 26, 2023 02:06:35 Page 1-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Scenario: Future Year Plus Project AMCommand: Default CommandVolume: Future Year plus Project AMGeometry: Default GeometryImpact Fee: Default Impact FeeTrip Generation: Default Trip GenerationTrip Distribution: Default Trip DistributionPaths: Default PathRoutes: Default RouteConfiguration: Default Configuration Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMWed Jul 26, 2023 02:06:37 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Superior Avenue/Placentia Aven A xxxxx 0.548 A xxxxx 0.548 + 0.000 V/C # 2 Newport Boulevard/Hospital Roa A xxxxx 0.550 A xxxxx 0.550 + 0.000 V/C # 3 Orange Street/Coast Highway C xxxxx 0.713 C xxxxx 0.713 + 0.000 V/C # 4 Superior Avenue–Balboa Bouleva B xxxxx 0.659 B xxxxx 0.659 + 0.000 V/C # 5 Newport Boulevard SB Ramps/Coa D xxxxx 0.895 D xxxxx 0.895 + 0.000 V/C # 6 Riverside Avenue/Coast Highway B xxxxx 0.693 B xxxxx 0.693 + 0.000 V/C # 7 Tustin Avenue/Coast Highway C xxxxx 0.701 C xxxxx 0.701 + 0.000 V/C # 8 Dover Drive/Coast Highway B xxxxx 0.639 B xxxxx 0.639 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 117 Future Year Plus Project AMWed Jul 26, 2023 02:06:38 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Superior Avenue/Placentia Avenue ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.548Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 50 Level Of Service: A********************************************************************************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 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 380 593 23 56 208 4 26 358 376 14 200 55 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: 380 593 23 56 208 4 26 358 376 14 200 55 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: 380 593 23 56 208 4 26 358 376 14 200 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 380 593 23 56 208 4 26 358 376 14 200 55 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: 380 593 23 56 208 4 26 358 376 14 200 55 ------------|---------------||---------------||---------------||---------------|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 1.00 1.00 1.00 1.00 0.78 0.22 Final Sat.: 1600 3081 119 1600 3140 60 1600 1600 1600 1600 1255 345 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.24 0.19 0.19 0.04 0.07 0.07 0.02 0.22 0.24 0.01 0.16 0.16 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMWed Jul 26, 2023 02:06:39 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Boulevard/Hospital Road ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.550Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 51 Level Of Service: A********************************************************************************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 3 0 1 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 139 1502 69 63 1417 485 247 167 222 46 193 37 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: 139 1502 69 63 1417 485 247 167 222 46 193 37 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: 139 1502 69 63 1417 485 247 167 222 46 193 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 1502 69 63 1417 485 247 167 222 46 193 37 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: 139 1502 69 63 1417 485 247 167 222 46 193 37 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.68 0.32 Final Sat.: 1600 4800 1600 1600 4800 1600 3200 1600 1600 1600 2685 515 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.31 0.04 0.04 0.30 0.30 0.08 0.10 0.14 0.03 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 118 Future Year Plus Project AMWed Jul 26, 2023 02:06:41 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Orange Street/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.713Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 65 Level Of Service: C********************************************************************************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: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 21 0 65 43 2 32 34 2940 34 41 920 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 0 65 43 2 32 34 2940 34 41 920 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 0 65 43 2 32 34 2940 34 41 920 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 0 65 43 2 32 34 2940 34 41 920 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 0 65 43 2 32 34 2940 34 41 920 17 ------------|---------------||---------------||---------------||---------------|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 0.00 1.00 0.96 0.04 1.00 1.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1600 0 1600 1529 71 1600 1600 4745 55 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.00 0.04 0.03 0.03 0.02 0.02 0.62 0.62 0.03 0.19 0.01 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMWed Jul 26, 2023 02:06:42 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Superior Avenue–Balboa Boulevard/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.659Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 67 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Ovl 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 1 0 1 0 1 1 1 0 2 2 0 3 0 1 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 146 163 132 257 119 277 569 2134 278 66 696 231 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: 146 163 132 257 119 277 569 2134 278 66 696 231 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: 146 163 132 257 119 277 569 2134 278 66 696 231 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 163 132 257 119 277 569 2134 278 66 696 231 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: 146 163 132 257 119 277 569 2134 278 66 696 231 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|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 1.10 0.90 2.00 1.00 2.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 1760 1440 3200 1600 3200 3200 4800 1600 1600 4805 1595 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.09 0.09 0.08 0.07 0.09 0.18 0.44 0.17 0.04 0.14 0.14 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 119 Future Year Plus Project AMWed Jul 26, 2023 02:06:44 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Boulevard SB Ramps/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.895Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************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 Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 386 0 282 0 2299 135 0 913 416 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 386 0 282 0 2299 135 0 913 416 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 386 0 282 0 2299 0 0 913 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 386 0 282 0 2299 0 0 913 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 386 0 282 0 2299 0 0 913 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 0 3200 1600 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.18 0.00 0.72 0.00 0.00 0.19 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMWed Jul 26, 2023 02:06:46 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Riverside Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.693Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 60 Level Of Service: B********************************************************************************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 Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 2 1 1 80 1 299 260 2030 4 7 1380 78 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: 2 1 1 80 1 299 260 2030 4 7 1380 78 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: 2 1 1 80 1 299 260 2030 4 7 1380 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1 1 80 1 299 260 2030 4 7 1380 78 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: 2 1 1 80 1 299 260 2030 4 7 1380 78 OvlAdjVol: 39 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.50 0.25 0.25 0.99 0.01 1.00 1.00 1.99 0.01 1.00 3.00 1.00 Final Sat.: 800 400 400 1580 20 1600 1600 3194 6 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.05 0.05 0.19 0.16 0.64 0.64 0.00 0.29 0.05 OvlAdjV/S: 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 120 Future Year Plus Project AMWed Jul 26, 2023 02:06:47 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 Tustin Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.701Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 62 Level Of Service: C********************************************************************************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: 0 0 0 0 1 0 0 1! 0 0 1 0 1 1 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 1 39 0 22 53 2117 4 0 1427 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1 39 0 22 53 2117 4 0 1427 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 1 39 0 22 53 2117 4 0 1427 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 1 39 0 22 53 2117 4 0 1427 34 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: 0 0 1 39 0 22 53 2117 4 0 1427 34 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 1.00 0.64 0.00 0.36 1.00 1.99 0.01 0.00 2.93 0.07 Final Sat.: 0 0 1600 1023 0 577 1600 3194 6 0 4688 112 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.04 0.03 0.66 0.66 0.00 0.30 0.30 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMWed Jul 26, 2023 02:06:49 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Dover Drive/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.639Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ignore 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 3 0 1 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 39 32 19 946 56 152 194 1890 35 27 1123 669 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: 39 32 19 946 56 152 194 1890 35 27 1123 669 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 39 32 19 946 56 152 194 1890 35 27 1123 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 32 19 946 56 152 194 1890 35 27 1123 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 39 32 19 946 56 152 194 1890 35 27 1123 0 ------------|---------------||---------------||---------------||---------------|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 1.25 0.75 3.00 1.00 1.00 2.00 2.95 0.05 1.00 3.00 1.00 Final Sat.: 1600 2008 1192 4800 1600 1600 3200 4713 87 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.02 0.02 0.20 0.04 0.10 0.06 0.40 0.40 0.02 0.23 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 121 Future Year Plus Project PMWed Jul 26, 2023 02:11:47 Page 1-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Scenario Report Scenario: Future Year Plus Project PMCommand: Default CommandVolume: Future Year plus Project PMGeometry: Default GeometryImpact Fee: Default Impact FeeTrip Generation: Default Trip GenerationTrip Distribution: Default Trip DistributionPaths: Default PathRoutes: Default RouteConfiguration: Default Configuration Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMWed Jul 26, 2023 02:11:48 Page 2-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Superior Avenue/Placentia Aven B xxxxx 0.681 B xxxxx 0.681 + 0.000 V/C # 2 Newport Boulevard/Hospital Roa B xxxxx 0.669 B xxxxx 0.669 + 0.000 V/C # 3 Orange Street/Coast Highway B xxxxx 0.654 B xxxxx 0.654 + 0.000 V/C # 4 Superior Avenue–Balboa Bouleva B xxxxx 0.662 B xxxxx 0.662 + 0.000 V/C # 5 Newport Boulevard SB Ramps/Coa A xxxxx 0.600 A xxxxx 0.600 + 0.000 V/C # 6 Riverside Avenue/Coast Highway B xxxxx 0.689 B xxxxx 0.689 + 0.000 V/C # 7 Tustin Avenue/Coast Highway A xxxxx 0.589 A xxxxx 0.589 + 0.000 V/C # 8 Dover Drive/Coast Highway B xxxxx 0.693 B xxxxx 0.693 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 122 Future Year Plus Project PMWed Jul 26, 2023 02:11:50 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Superior Avenue/Placentia Avenue ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.681Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 71 Level Of Service: B********************************************************************************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 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 349 327 18 45 575 9 7 181 360 39 378 63 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: 349 327 18 45 575 9 7 181 360 39 378 63 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: 349 327 18 45 575 9 7 181 360 39 378 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 349 327 18 45 575 9 7 181 360 39 378 63 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: 349 327 18 45 575 9 7 181 360 39 378 63 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.90 0.10 1.00 1.97 0.03 1.00 1.00 1.00 1.00 0.86 0.14 Final Sat.: 1600 3033 167 1600 3151 49 1600 1600 1600 1600 1371 229 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.22 0.11 0.11 0.03 0.18 0.18 0.00 0.11 0.23 0.02 0.28 0.28 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMWed Jul 26, 2023 02:11:53 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Boulevard/Hospital Road ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.669Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 69 Level Of Service: B********************************************************************************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 3 0 1 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 203 1461 62 58 1538 187 415 102 231 119 221 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: 203 1461 62 58 1538 187 415 102 231 119 221 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: 203 1461 62 58 1538 187 415 102 231 119 221 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 1461 62 58 1538 187 415 102 231 119 221 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: 203 1461 62 58 1538 187 415 102 231 119 221 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 3.00 1.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.49 0.51 Final Sat.: 1600 4800 1600 1600 4800 1600 3200 1600 1600 1600 2389 811 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.30 0.04 0.04 0.32 0.12 0.13 0.06 0.14 0.07 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 123 Future Year Plus Project PMWed Jul 26, 2023 02:11:54 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Orange Street/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.654Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 54 Level Of Service: B********************************************************************************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: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 46 1 67 26 4 31 47 1265 37 48 2720 25 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: 46 1 67 26 4 31 47 1265 37 48 2720 25 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: 46 1 67 26 4 31 47 1265 37 48 2720 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 1 67 26 4 31 47 1265 37 48 2720 25 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: 46 1 67 26 4 31 47 1265 37 48 2720 25 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.98 0.02 1.00 0.87 0.13 1.00 1.00 2.91 0.09 1.00 3.00 1.00 Final Sat.: 1566 34 1600 1387 213 1600 1600 4664 136 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.03 0.04 0.02 0.02 0.02 0.03 0.27 0.27 0.03 0.57 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMWed Jul 26, 2023 02:11:56 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Superior Avenue–Balboa Boulevard/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.662Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 67 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Ovl 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 1 0 1 0 1 1 1 0 2 2 0 3 0 1 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 269 166 111 192 162 675 222 908 186 131 1993 165 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: 269 166 111 192 162 675 222 908 186 131 1993 165 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: 269 166 111 192 162 675 222 908 186 131 1993 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 166 111 192 162 675 222 908 186 131 1993 165 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: 269 166 111 192 162 675 222 908 186 131 1993 165 OvlAdjVol: 453 ------------|---------------||---------------||---------------||---------------|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: 1.48 0.91 0.61 1.63 1.37 2.00 2.00 3.00 1.00 1.00 3.69 0.31 Final Sat.: 2367 1459 974 2603 2197 3200 3200 4800 1600 1600 5911 489 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.11 0.11 0.07 0.07 0.21 0.07 0.19 0.12 0.08 0.34 0.34 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 124 Future Year Plus Project PMWed Jul 26, 2023 02:11:57 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Boulevard SB Ramps/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.600Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 57 Level Of Service: A********************************************************************************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 Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 1 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 341 0 321 0 1289 140 0 1916 563 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 341 0 321 0 1289 140 0 1916 563 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 0 0 341 0 321 0 1289 0 0 1916 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 341 0 321 0 1289 0 0 1916 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 0 0 341 0 321 0 1289 0 0 1916 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 1.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3200 0 1600 0 3200 1600 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.20 0.00 0.40 0.00 0.00 0.40 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMWed Jul 26, 2023 02:11:59 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 Riverside Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.689Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 60 Level Of Service: B********************************************************************************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 Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 4 13 60 1 318 271 1585 17 26 2250 41 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: 4 4 13 60 1 318 271 1585 17 26 2250 41 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: 4 4 13 60 1 318 271 1585 17 26 2250 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 4 13 60 1 318 271 1585 17 26 2250 41 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: 4 4 13 60 1 318 271 1585 17 26 2250 41 OvlAdjVol: 47 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.19 0.19 0.62 0.98 0.02 1.00 1.00 1.98 0.02 1.00 3.00 1.00 Final Sat.: 305 305 990 1574 26 1600 1600 3166 34 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.01 0.01 0.04 0.04 0.20 0.17 0.50 0.50 0.02 0.47 0.03 OvlAdjV/S: 0.03 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 125 Future Year Plus Project PMWed Jul 26, 2023 02:12:01 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 Tustin Avenue/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.589Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 45 Level Of Service: A********************************************************************************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: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 1 0 3 51 0 40 91 1559 2 0 2240 36 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: 1 0 3 51 0 40 91 1559 2 0 2240 36 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: 1 0 3 51 0 40 91 1559 2 0 2240 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 0 3 51 0 40 91 1559 2 0 2240 36 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: 1 0 3 51 0 40 91 1559 2 0 2240 36 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.25 0.00 0.75 0.56 0.00 0.44 1.00 1.99 0.01 0.00 2.95 0.05 Final Sat.: 400 0 1200 897 0 703 1600 3196 4 0 4724 76 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.06 0.06 0.49 0.49 0.00 0.47 0.47 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMWed Jul 26, 2023 02:12:02 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Dover Drive/Coast Highway ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.693Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 74 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Ignore 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 3 0 1 0 1 2 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 17 41 26 920 43 212 157 1417 16 35 2069 1247 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: 17 41 26 920 43 212 157 1417 16 35 2069 1247 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 17 41 26 920 43 212 157 1417 16 35 2069 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 41 26 920 43 212 157 1417 16 35 2069 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 17 41 26 920 43 212 157 1417 16 35 2069 0 ------------|---------------||---------------||---------------||---------------|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 1.22 0.78 3.00 1.00 1.00 2.00 2.97 0.03 1.00 3.00 1.00 Final Sat.: 1600 1958 1242 4800 1600 1600 3200 4746 54 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.02 0.02 0.19 0.03 0.13 0.05 0.30 0.30 0.02 0.43 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 126 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  APPENDIX C    OCTA BUS SYSTEM MAPS    127 128 129 130 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  APPENDIX D    CITY OF NEWPORT BEACH REGIONAL TRAFFIC ANNUAL GROWTH  RATE TABLE    131 CITY OF NEWPORT BEACH REGIONAL TRAFFIC ANNUAL GROWTH RATE COAST HIGHWAY East city limit to MacArthur Boulevard 1% MacArthur Boulevard to Jamboree Road 1% Jamboree Road to Newport Boulevard 1% Newport Boulevard to west city limit 1% IRVINE AVENUE All 1% JAMBOREE ROAD Coast Highway to San Joaquin Hills Road 1% San Joaquin Hills Road to Bison Avenue 1% Bison Ave to Bristol Street 1% Bristol Street to Campus Drive 1% MACARTHUR BOULEVARD Coast Highway to San Joaquin Hills Road 1% San Joaquin Hills Road to north city limit 1% NEWPORT BOULEVARD Coast Highway to north city limit 1% Street segments not listed are assumed to have 0% regional growth. 132 TRAFFIC IMPACT ANALYSIS  AUGUST 2023  PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT NEWPORT BEACH, CALIFORNIA   P:\CNB2101.03\doc\TIA3.docx (08/04/23)  APPENDIX E    APPROVED PROJECT INFORMATION    133 Approved Projects 134 135 136 Attachment No. PC 2 Use Permit No. UP2021-037 137 INTENTIONALLY BLANK PAGE138 RESOLUTION NO. PC2021-030 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH, CALIFORNIA APPROVING CONDITIONAL USE PERMIT NO. UP2021-037 AND RESCINDING USE PERMIT NO. UP2017-008 FOR PACIFICA CHRISTIAN HIGH SCHOOL LOCATED AT 883 W. 15TH STREET AND 1499 MONROVIA AVENUE WITH OFFSITE PARKING LOCATED AT 1515 MONROVIA AVENUE (PA2021-221) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. Pacifica Christian High School – Orange County (“Applicant”) operates a private high school at 883 West 15th Street (“883 W. 15th St.”) with offsite parking at 1499 Monrovia Avenue (“1499 Monrovia Ave.”), pursuant to Use Permit No. UP2017-008, approved by the Planning Commission on October 5, 2017. PCHS Facilities LLC, owns the property at 1499 Monrovia Ave. The Applicant leases the parking area adjacent to 1499 Monrovia Ave., and the property at 883 W. 15 St., from the City of Newport Beach. 2. The Applicant filed an application with respect to both properties, requesting approval of an amendment to Use Permit No. UP2017-008 to authorize classroom use at both sites, to increase enrollment of the school, and to authorize offsite parking at 1515 Monrovia Avenue for school staff, which is owned by Coast Community College District located at Coastline Community College (“Coastline College”). 3. The Applicant requests an increase in enrollment by 120 students, from 185 to 305, and an increase in staff/administration from 18 to 35 employees. The additional students and staff will be accommodated by utilizing both 1499 Monrovia Ave. and 883 W. 15th St. as classroom sites. Further, 35 parking spaces located at Coastline College would be provided to the expanded school. The total combined parking at all locations would be 137 spaces (“Project”). 4. The property at 883 W. 15th St. has a General Plan land use designation of Public Facilities (PF) as is located within the zoning district 5. The property at 1499 Monrovia Ave. has a General Plan land use designation of Private Institutions (PI). and is located within the zoning district Private Institutions (PI). 6. None of the subject properties are located within the coastal zone. 7. The Planning Commission held a public hearing on November 18, 2021 in the Council Chambers at 100 Civic Center Drive, Newport Beach, California. A notice of time, place and purpose of the hearing was given in accordance with the California Government Code Section 54950 et seq. (“Ralph M. Brown Act”) and Chapter 20.62 (Public Hearings) 139 Planning Commission Resolution No. PC2021-030 Page 2 of 12 of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This Project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. 2. The Class 1 exemption consists of the operation or minor alteration of existing public and private structures involving negligible expansion of use. The Project is limited to the increase in enrollment of an existing high school and the use of an existing office building as a classroom use. There will not be a significant increase in vehicle trips associated with the increase in enrollment. The exceptions to this categorical exemption under Section 15300.2 are not applicable. SECTION 3. REQUIRED FINDINGS. In accordance with NBMC Section 20.52.020(F) (Conditional Use Permits and Minor Use Permits), the following findings and facts in support of the findings for a use permit are set forth: Finding: A. The use is consistent with the General Plan and any applicable specific plan. Facts in Support of Finding: 1. The 883 W. 15th St. Property is designated Public Facility (PF) by the General Plan Land Use Element. This designation is intended to provide public schools, cultural institutions, government facilities, community centers, public hospitals, and public facilities. The existing school use is similar to the instructional programs and classes that were previously being provided by the City at this facility and it was found consistent with Public Facility (PF) designation in 2014. The use is not changing with the subject application. 2. The 1499 Monrovia Ave. Property is designated (Private Institutions) (PI). This designation is intended to provide for privately owned facilities that serve the public, including places for religious assembly, private schools, health care, cultural institutions, museums, yacht clubs, congregate homes, and compatible facilities. The Project is consistent with PI (Private Institutions) designation as it consists of a private school. Finding: B. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code. - 140 Planning Commission Resolution No. PC2021-030 Page 3 of 12 Facts in Support of Finding: 1. The 883 W. 15th St. property is zoned Public Facilities (PF), which allows private schools with the approval of a minor use permit pursuant to NBMC Section 20.26.020 (Special Purpose Zoning Districts Land Uses and Permit Requirements). Pacifica Christian High School presently operates pursuant to Use Permit No. UP2017-008 that was approved on October 5, 2017. The use at the property is not changing and it would remain consistent with uses permitted by the Public Facilities (PF) zoning district. 2. The 1499 Monrovia Ave. property is zoned Private Institutions (PI), which allows private schools with the approval of a minor use permit pursuant to NBMC Section 20.26.020 (Special Purpose Zoning Districts Land Uses and Permit Requirements). The property presently operates as off-site parking for the school pursuant to Use Permit No. UP2017- 008 that was approved on October 5, 2017. The use at the property would remain consistent with uses permitted by the Private Institutions (PI) zoning district. 3. The use permit establishes required parking for schools. The October 27, 2021, Gibson Transportation Consulting, Inc. parking demand and parking management plan supports the finding that 137 total spaces between the on-site and off-site parking areas is adequate for the requested increase in enrollment with the implementation of the revised parking management plan. Finding: C. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. Facts in Support of Finding: 1. Pacifica Christian High School presently operates at the 883 W. 15th St. property and is similar to that of the community center, with instructional classes, administrative offices and a gymnasium. With the implementation of a parking management plan, the school has proven compatible with surrounding residential and educational uses taking into account its existing operational characteristics including the hours, days, and months of operation. The school primarily operates between 7:30 a.m. and 3:00 p.m. weekdays, August to June. The basic operational characteristics of the school are not changing and the increased enrollment can be accommodated with the implementation of a revised parking management plan dated October 2021 (“Parking Management Plan”). 2. The 883 W. 15th St. property has a total of 40 parking spaces. The 1499 Monrovia Ave. property has a total of 62 parking spaces. An additional 35 parking spaces are located at 1515 Monrovia Ave., at Coastline College. The 137 total parking spaces located at the three properties will be sufficient to serve the use with the implementation of a parking management plan. The Parking Management Plan has been reviewed and approved by the City Traffic Engineer. It includes assigned parking, a prohibition of on-street parking, and the implementation of drop-off, pick-up and queuing plan, and implementation of a 141 Planning Commission Resolution No. PC2021-030 Page 4 of 12 transportation demand program to reduce number of vehicle trips generated (i.e. carpooling). 3. Conditions of approval are required to ensure that Pacifica Christian High School will operate in a functional and compatible manner with the existing uses in the vicinity. Finding: D. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities. Facts in Support of Finding: 1. The existing building at 883 W. 15th St. and the building at 1499 Monrovia Ave., currently under construction, are large enough to accommodate the increased enrollment and staff. 2. With the implementation of the Parking Management Plan, Pacifica Christian High School will have adequate on-site and off-site parking for their staff members and students. 3. All student pick-up and drop-off will be done within the school’s parking lots on the 1499 Monrovia Ave. and 883 W. 15th St. properties. Physical access for emergency vehicles will be provided by the existing driveways within the subject properties from 15th St. and Monrovia Ave. 4. The City Traffic Engineer has reviewed and approved the Parking Management Plan and supports the proposed traffic queuing arrangement of the on-site and off-site parking lots. With the proposed conditions of approval, no conflicts in traffic circulation or queuing problems are anticipated and the existing driveways can accommodate vehicle access. 5. All utilities to the properties are presently provided and the increased enrollment will not necessitate expanding services. Finding: E. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, nor endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Facts in Support of Finding: 1. The Facts in Support of Findings A, B, C and D are incorporated herein by reference. 2. The Facts in Support of Findings F, G, H, and I to approve off-site parking set forth below are incorporated herein by reference. 142 Planning Commission Resolution No. PC2021-030 Page 5 of 12 3. Pedestrian traffic will pass by residential uses as students and staff travel between the two school sites. The traffic will generally occur at the beginning and end of each school day and during passing periods. The pedestrian traffic will be subject to school oversight, including an on-duty faculty member overseeing passing periods. 4. The Parking Management Plan shows that the sites will support the expanded enrollment with implementation of the parking management. The draft resolution includes conditions to ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible. The operator is required to take reasonable steps to ensure the operation of the high school will not create a nuisance to the surrounding uses. In accordance with NBMC Section 20.40.100(B) (Off-Site Parking), the following findings and facts in support of such findings are set forth related to off-site parking: Finding: F. The parking facility is located within a convenient distance to the use it is intended to serve. Fact in Support of Finding: The off-site parking lot at 1515 Monrovia Avenue is approximately an 80-foot walk from the 1499 Monrovia Ave. property and a 500-foot walk from the 883 W. 15th St. property. The off- site parking will be for faculty only, and these distances are convenient for staff to walk. Finding: G. On-street parking is not being counted towards meeting parking requirements. Fact in Support of Finding: On-street parking along 15th Street and Monrovia Avenue is not being counted towards meeting requirements for the Project. The total combined parking at the three properties would be 137 spaces, which is adequate to accommodate the proposed increase in student enrollment and staff/administration with the implementation of the Parking Management Plan. Finding: H. Use of the parking facility will not create undue traffic hazards or impacts in the surrounding area. Facts in Support of Finding: 1. There is a limited number of spaces for faculty use only and its use will not generate a significant number of trips. 143 Planning Commission Resolution No. PC2021-030 Page 6 of 12 2. It will be used only for parking of passenger vehicles. The off-site parking at 1515 Monrovia Avenue will not be used for student drop-off or pick-up. Finding: I. The parking facility will be permanently available, marked, and maintained for the use it is intended to serve. Facts in Support of Finding: A condition of approval is included, requiring a parking agreement to remain in place with Coastline College (1515 Monrovia Avenue) to ensure the parking is maintained for the use it is intended to serve. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby finds this project is categorically exempt from the California Environmental Quality Act pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. 2. The Planning Commission of the City of Newport Beach hereby approves Use Permit No. UP2021-037, subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated by reference. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. 4. This resolution supersedes Planning Commission Resolution No. 2066 and Use Permit No. UP2017-008, which upon vesting of the rights authorized by this use permit, shall become null and void. 144 Planning Commission Resolution No. PC2021-030 Pa e 7 of 12 PASSED, APPROVED, AND ADOPTED THIS 18TH DAY OF NOVEMBER, 2021. A YES: Klaustermeier, Kleiman, Lowrey, Rosene, and Weigand NOES: None ABSTAIN : None ABSENT: Ellmore and Koetting 145 Planning Commission Resolution No. PC2021-030 Page 8 of 12 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) Planning Division 1. The development shall be in substantial conformance with the approved site plan stamped and dated with the date of this approval. (Except as modified by applicable conditions of approval.) 2. Use Permit No. UP2021-037 shall expire unless exercised within 24 months from the date of approval as specified in NBMC Section 20.54.060 (Time Limits and Extensions), unless an extension is otherwise granted. 3. The Project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 4. The Applicant shall comply with all federal, state, and local laws. Violation of any of those laws in connection with the use may be cause for revocation of this Use Permit. 5. This Use Permit may be modified or revoked by the Planning Commission or City Council should they determine that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 6. Any change in operational characteristics, expansion in area, or other modification to the approved plans, shall require an amendment to this Use Permit or the processing of a new Use Permit. 7. A copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 8. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 9. Prior to the issuance of a building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 146 Planning Commission Resolution No. PC2021-030 Page 9 of 12 10. All noise generated by the proposed use shall comply with the provisions of NBMC Chapter 10.26 (Community Noise Control) and other applicable noise control requirements of the Newport Beach Municipal Code. The maximum noise shall be limited to no more than depicted below for the specified time periods unless the ambient noise level is higher: Between the hours of 7:00AM and 10:00PM Between the hours of 10:00PM and 7:00AM Location Interior Exterior Interior Exterior Residential Property 45dBA 55dBA 40dBA 50dBA Residential Property located within 100 feet of a commercial property 45dBA 60dBA 45dBA 50dBA Mixed Use Property 45dBA 60dBA 45dBA 50dBA Commercial Property N/A 65dBA N/A 60dBA 11. Should any of the properties be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 12. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self-latching gate) or otherwise screened from view of neighboring properties, except when placed for pick-up by refuse collection agencies. The trash enclosure shall have a decorative solid roof for aesthetic and screening purposes. 13. The Applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self-contained dumpsters or periodic steam cleaning of the dumpsters, if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the provisions of Title 14, including all future amendments (including Water Quality related requirements). 14. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10:00 p.m. and 7:00 a.m. on weekdays and Saturdays and between the hours of 10:00 p.m. and 9:00 a.m. on Sundays and Federal holidays, unless otherwise approved by the Director of Community Development, and may require an amendment to this Use Permit. 15. Storage outside of the building in the front or at the rear of the property shall be prohibited, with the exception of the required trash container enclosure. 16. A Special Events Permit is required for any event or promotional activity outside the normal operational characteristics of the approved use, as conditioned, or that would attract large crowds (open house, back-to-school nights, etc.), include any form of on- site media broadcast, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 147 Planning Commission Resolution No. PC2021-030 Page 10 of 12 17. Student enrollment shall not exceed 305 students. 18. Administration/faculty/staff shall not exceed 35 persons. 19. A minimum of one parking space shall be provided for each administration/faculty member at all times. 20. A total combined 137 parking spaces shall be maintained for Pacifica Christian High School to have the enrollment of 305 students and 35 administration/faculty members. 21. Forty (40) parking spaces shall be maintained at the 883 W. 15th Street property and available for Pacifica Christian High School during the regular school hours; twenty-five (25) of those spaces shall be allocated for the use of City’s programs and activities in the gymnasium after the regular school hours, unless the City discontinues all use and the school shall have exclusive use of the entire property and all forty (40) parking spaces. 22. Sixty-two (62) parking spaces shall be maintained at the 1499 Monrovia Avenue parking lot for the use of Pacifica Christian High School. 23. A parking agreement or covenant, in a form approved by the City Attorney and the Director, that guarantees the availability of the required off-site parking at the approved off-site location shall be recorded with the County Recorder’s Office against both properties (883 West 15th Street and 1499 Monrovia Avenue). The agreement or covenant shall also guarantee the availability of thirty-five (35) off-street parking spaces for faculty and staff parking at Coastline Community College or other suitable and convenient as determined by the Director of Community Development. The agreement or covenant shall require the owner or operator of the project to immediately notify the Director of any change of ownership or use of the property where the required off-site parking is located, or changes in the use or availability of the required off-site parking, or of any termination or default of the agreement between the property owners. Upon notification that the private lease agreement for the required off-site parking has terminated or the required off-site parking is otherwise unavailable for the use authorized by Conditional Use Permit No. UP2021-037, the Director shall establish a reasonable period of time in which one of the following shall occur: 1) Substitute parking is provided that is acceptable to the Director; or 2) the size or intensity of use authorized by Conditional Use Permit No. UP2021-037 is reduced in proportion to the parking spaces lost; or 3) the owner or operator of the project must obtain a parking reduction pursuant to Newport Beach Municipal Code Section 20.40.110 rendering the required off-site parking unnecessary. 24. An adequate number of bicycle storage racks shall be provided at the school facility. 25. No outside paging system shall be utilized at the school campus and off-site parking lot. 26. Pacifica Christian High School shall be responsible for the control of noise generated by the subject facility. The noise generated by the proposed use shall comply with the provisions of Chapter 10.26 of the Newport Beach Municipal Code. Upon evidence that noise generated by the project exceeds the noise standards established by Chapter 10.26 148 Planning Commission Resolution No. PC2021-030 Page 11 of 12 of the Municipal Code, the community development director may require that the applicant or successor retain a qualified engineer specializing in noise/acoustics to monitor the sound generated by the use and to develop a set of corrective measures necessary in order to ensure compliance. 27. The student classroom hours during the school year (August to June) shall be from 7:30 a.m. to 3:00 p.m., Monday through Friday. Board/staff meetings, parent/teacher conferences, and student extra curriculum (sports, theater, etc.) are permitted before or after classroom hours as long as adequate on-site parking is provided, except between the hours of 10:00 p.m. and 7:00 a.m. Office/administrative functions are permitted outside of the classroom hours and during the summer months. 28. All proposed signs shall be in conformance with the provisions of Chapter 20.42 (Sign Standards) of the Newport Beach Municipal Code. 29. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Pacifica Christian High School including, but not limited to, Use Permit No. UP2021-037 (PA2021-221). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Fire Department 30. Plans shall be submitted to the Fire Department and shall be reviewed as an “E” occupancy as a part of plan check. Public Works Department 31. Parking lots located at 1499 Monrovia Avenue and 883 West 15th Street shall comply with City Standard STD-805 and the approved parking layout. 32. Student drop-off and pick-up at both the 1499 Monrovia Avenue and 883 West 15th Street shall comply with the latest Parking analysis and parking management plan. Student drop-off and pick-up shall be prohibited on public streets. 33. Student and staff parking permits shall be assigned to a specific parking space at the school campuses. 149 Planning Commission Resolution No. PC2021-030 Page 12 of 12 34. The final parking management plan shall be reviewed and approved by the City Traffic Engineer. The requirements of the parking management plan shall be implemented. 35. Students and staff shall be prohibited from parking within the public right-of-way. School staff shall monitor the public streets adjacent to the school and school parking lots at least 30 minutes prior to the start of school and at least 15 minutes after school begins to ensure that students and staff do not park off-site. 36. The applicant shall monitor the drop-off/pick-up queues to ensure that vehicle queues do not impact/impede traffic in the public rights-of-way. 37. School staff shall only be allowed to direct traffic queuing within the school’s parking lots. School staff shall not direct traffic within the public right-of-way. 38. School staff shall monitor students and staff walking between campuses to ensure they are utilizing sidewalks and crosswalks. 39. No traffic control devices (i.e. cones, signage) shall be allowed within the public right-of-way. 40. Deleted 41. If parking demand exceeds capacity or student parking on public streets becomes an issue, the applicant shall secure additional off-street parking. Any off-street parking arrangement shall require the approval of a conditional use permit in accordance with NMC Section 20.40.100 (Off-site Parking). 42. If issues/problems arise with the Parking Management Plan (i.e. school drop-off/pick-up, vehicle queuing within the public right-of-way, etc.) the applicant shall modify the Parking Management Plan to the satisfaction of the City Traffic Engineer and Community Development Director. Implementation of the modified Parking Management Plan shall occur immediately upon approval of the City. 150 Attachment No. PC 3 Applicant’s Project Description 151 INTENTIONALLY BLANK PAGE152 30900 Rancho Viejo Road, Suite 285  San Juan Capistrano, CA 92675  (949) 581-2888  Fax (949) 581-3599 August 3, 2023 Mr. Jim Campbell City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Subject: Pacifica Christian High School – Application to Amend Existing Use Permit Revised Project Narrative Dear Mr. Campbell: On behalf of Pacifica Christian High School – Orange County (Pacifica Christian or school), CAA Planning, Inc. (CAA) submits this revised project narrative provide additional offsite parking information related to the Use Permit application PA2023-0078. Background and Surrounding Uses Pacifica Christian High School – Orange County opened in 2015 and its main campus is located on the south side of 15th Street, east of Monrovia Avenue at 883 West 15th St. Uses in the surrounding area consist primarily of institutional, commercial, and residential. Uses immediately surrounding the school include Coastline Community College Campus to the north, Seacliff Mobile Home Park to the northeast, townhome developments to the south and east, and open space to the west. Carden Hall is located to the north of the Coastline Community College Campus, about a quarter mile from the subject site. On August 19, 2021, the Planning Commission reviewed a General Plan and Zoning change from multi-family residential (RM) to Private Institution (PI) to allow for the operation of a school subject to a Use Permit at 1499 Monrovia as an additional campus for the school. The Planning Commission recommended the project to City Council for approval, and on September 28, 2021, the City Council approved the General Plan and Zoning change. On November 18, 2021, the Planning Commission approved Conditional Use Permit UP2021-037 to increase the student enrollment from 185 students to 305 students, an increase faculty from 18 to 35 employees, and to allow 35 off-site parking spaces at Coastline College via a private agreement. Use Permit Amendment The school has a current (2022-2023) enrollment of 279 students with 33 faculty. The project proposes an amendment to Conditional Use Permit UP2021-037 to increase the maximum student 153 Mr. Jim Campbell August 3, 2023 Page 2 of 2 population to 385 students, increase the faculty and staff to 50 employees, and increasing the number of off-site parking spaces to provide additional school parking at a new offsite location at 877 Production Place. The school currently has 137 parking spaces, including 35 off-site parking spaces at Coastline College. The project proposes to increase the off-site parking at Coastline College to 45 spaces and utilize 23 parking spaces at 877 Production Place, providing a new total of 170 parking spaces. Parking at Coastline College would be open to student parking, while parking at 877 Production Place would be limited to staff-only parking. The school has entered into a 5-year lease agreement at 877 production Place for exclusive use of the property, including the building located on the property, which will be used by the school as flexible spaces for administrative office and storage. No classroom instruction or school day activities will occur onsite. As mentioned above, no students will be allowed to park at this location. A parking and queuing analysis was prepared by Gibson Transportation to analyze parking supply and carpool queuing under the proposed enrollment of 385 students and 50 employees. The parking and queuing analysis concluded that the project will be able to sufficiently accommodate the proposed increased enrollment. The parking and queuing analysis was previously submitted under separate cover. Conclusion We believe, with this information, the City can make the appropriate Findings to approve the this Use Permit application. Please do not hesitate to contact me at (949) 581-2888 if you have any questions or concerns. Sincerely, CAA PLANNING, INC. Shawna Schaffner Chief Executive Officer c: David O’Neil, Head of School 154 Attachment No. PC 4 Existing Plans for 1499 Monrovia Avenue and 883 West 15th Street 155 INTENTIONALLY BLANK PAGE156 157 158 159 160 161 162 From:Blake Vail To:Planning Commissioners Cc:Michelle Vail; Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 10, 2023 6:46:15 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission, We wanted to write in support of an important matter to be reviewed by the Commission. Our names are Michelle and Blake Vail and we are Newport Beachresidents and past and current parents of the Pacifica Christian school. We write in support of Pacifica Christian School’s application for increased enrollment.The school is an asset to our community and provides quality education to students in Orange County. We have witnessed firsthand the positive impact this school has made not only on its students but to the surrounding community. Please vote to approve the requested usepermit. We very much appreciate your service. Sincerely, Blake and Michelle Vail 311 Kings RoadNewport Beach, CA 92663 Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Samantha Cessna To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 10, 2023 6:58:20 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission, Our names are Samantha and Michael McClellan and we are longtime Newport Beach residents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students inOrange County. Please vote to approve the requested use permit. Sincerely, Samantha McClellan Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Stacey Brown To:Planning Commissioners Cc:Perez, Joselyn; Greg D Brown Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 10, 2023 9:02:58 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Stacey and Greg Brown and we are longtime Newport Beach residents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in OrangeCounty. Please vote to approve the requested use permit. Sincerely, Stacey and Greg Brown211 Via Ravenna Newport Beach, CA 92663 staceybrown@mac.comgbrown@mac.com Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Bahnsen, David To:Planning Commissioners Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 11, 2023 1:49:54 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Members of the Newport Beach Planning Commission – As a resident of Newport Beach my entire adult life and dedicated member of this community, I write to ask you to look favorably upon Pacifica Christian High School’s request for additional enrollment capacity. The school is a needed asset in this community and a positive educational option for young people. I am confident the requested use permit is a good thing for the city. 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Securities are offered through HightowerSecurities, LLC - Member FINRA/SIPC. 200 W Madison St. 25th Floor, Chicago, IL, 60606 -312.962.3800 Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Devon Martin To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 11, 2023 6:38:50 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Devon and Kevin Martin and we are longtime Newport Beachresidents and friends and past parents of Pacifica. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students inOrange County. Please vote to approve the requested use permit. Sincerely, Devon and Kevin Martin Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:James Reynolds To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 11, 2023 8:22:32 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Nicole and JR Reynolds and we are Newport Beach residents and parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Thank you for your consideration. Sincerely, James and Nicole Reynolds 1507 Lincoln Lane Newport Beach, CA 92660 714.323.5473 Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Ryan Callaghan To:Planning Commissioners Cc:Perez, Joselyn; Kelly Callaghan Subject:Pacifica Christian High School Enrollment Increase - PA2023-0078 Date:August 11, 2023 8:31:18 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Commission: Our names are Ryan and Kelly Callaghan. We are both lifelong Newport Beach residents, local business owners and community volunteers. Kelly is actually a fourth generation Newport Beach resident — making our four children fifth generation NB-ers! We are past and current parents of Pacifica Christian High School. We write in avid support of Pacifica Christian School’s application for increased enrollment. This institution is an enormous asset to our community and provides quality education to students in Orange County. Pacifica prepares teenagers to think and live well. These young people are making our community a better and more valuable place to live. Please vote to approve the requested use permit. We are confident Pacifica’s expansion will greatly benefit the future of Newport Beach. We are available to discuss further and provide any additional information or perspective that could help you in this important approval. Thank you for serving our city. Sincerely, Ryan and Kelly Callaghan 2132 E. Ocean Blvd. Newport Beach, CA 92661 949-422-7764 Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Budge Collins To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 11, 2023 9:39:52 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Please vote yes to allow Pacifica Christian School to increase its enrollment from 305 to 385 students. We speak from firsthand experience. Dan DeMars, our grandson, experienced a truly excellent education at Pacifica Christian and went on to great success at the Kelley School of Business at Indiana University. Pacifica’s new facility will easily accommodate 385 students. Thank you for your consideration. All The Best, Carol and Budge Collins, proud grandparents Budge Collins Collins / Bay Island Securities Phone: (949) 644-5771 Mobile: (949) 300-3080 Email: budge@collinsbis.com Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Mark Brandenberger To:Planning Commissioners Cc:Perez, Joselyn; Kathy Brandenberger Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 11, 2023 10:22:50 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Mark and Kathy Brandenberger and we are Newport Beach residents and parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Mark and Kathy Brandenberger -- Mark Brandenberger Certified FocalPoint Business Coach photo-logo 714.904.5968 markbrandenberger.focalpointcoaching.com mbrand@focalpointcoaching.com Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Read, Scott To:Planning Commissioners Cc:Perez, Joselyn; Brenda Read Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 11, 2023 11:17:31 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission: Our names are Brenda and Scott Read and we are Newport Beach residents and parents of two children that currently attend Pacifica. We write to provide our strong support of Pacifica Christian School’s application for increased enrollment. The school is an invaluable asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Brenda and Scott Read NOTICE: This e-mail message and any attachments are intended solely for the use of the intended recipient, and may contain information that is confidential, privileged and exempt from disclosure under applicable law. If you are not the intended recipient, you are not permitted to read, disclose, reproduce, distribute, use or take any action in reliance upon this message and any attachments, and we request that you promptly notify the sender and immediately delete this message and any attachments as well as any copies thereof. Delivery of this message to an unintended recipient is not intended to waive any right or privilege. Newmark is neither qualified nor authorized to give legal or tax advice, and any such advice should be obtained from an appropriate, qualified professional advisor of your own choosing. Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Jt Geehr To:Planning Commissioners Cc:Perez, Joselyn Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 11, 2023 1:42:02 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach, as well as an independent educational consultant. For eleven years I have worked with high school students from all over Orange County, in both public and private schools, and have been greatly impressed by the caliber of student - both educationally and morally - at Pacifica Christian High School. I strongly support Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Janet Geehr -- J.T. Geehr 949-280-5364Dynamic College Coaching Newport Beach, CA Member of NACAC, HECA, WACACUCLA College Counseling Certificate with Distinction website jtcollegecoach.com Facebook https://www.facebook.com/Dynamic-College-Coaching-1541486969445097/ Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:james stratton To:Planning Commissioners Cc:iperez@newportbeachca.gov Subject:Pacifica Christian High School Date:August 11, 2023 4:10:05 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. This message is in regards to the proposed increase in enrollment at PCHS.My wife and I, long time residents of Newport Beach, have supported the high school from its inception, looking forvenues that will help young people have the resources to learn to make rational and informed decisions about thedirection of their lives and the choices that they make. Teaching young adults how to think and live well in today’sculture is a challenging task. We believe PCHS is doing just that. The requested increase in enrollment and faculty will help the school remain a viable institution. The adjacentCoastline Community College places minimal demands regarding traffic and congestion.PCHS has proven to be an asset to the community and demonstrated its ability to give students the kind of educationthat prepares them to succeed in college and the real world. The City of Newport Beach has been supportive of the high school from the very beginning. It is our hope that youwill continue that tradition by approving the requested permit. Sincerely, Jim and Pam Stratton315 Alvarado PlaceNewport Beach, CA 92661 714 756-0535 Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Peggy Rose To:Planning Commissioners Cc:Perez, Joselyn Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 11, 2023 8:12:25 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: We are residents of Newport Beach and have witnessed firsthand the positive impact that Pacifica Christian High School has had on the children of our community, including those of some very close family friends. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Nicholas E. Rose, M.D. & Peggy Shearer Rose Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Kathleen Risser To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 11, 2023 10:11:38 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Kathleen and Rick Risser and we are longtime Newport Beach residents andfriends of Pacifica. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in OrangeCounty. Please vote to approve the requested use permit. Sincerely, Rick & Kathleen Risser Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:HuntsmanHouse To:Planning Commissioners Cc:Perez, Joselyn Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 12, 2023 1:11:53 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach. I've seen the positive impact that Pacifica Christian High School has had on the children of our community. It is a school that is good for both students, families and communities. I write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Thank you, Angela Huntsman Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Kristen McGuinness To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 12, 2023 7:26:01 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission, Our names are Kristen and Vince McGuinness and we are longtime Newport Beach residents and friends and past parents of Pacifica. We write IN SUPPORT of Pacifica Christian School’s application for increased enrollment. The school is a huge asset to our community and provides quality education to students in Orange County. Please vote TO APPROVE the requested use permit. Sincerely, Kristen & Vince McGuinness Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Martha Kerstner To:Planning Commissioners Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 12, 2023 7:22:20 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach. I've seen the positive impact that Pacifica Christian High School has had on the children of our community. I write in support of Pacifica Christian School’s application for increased enrollment.The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Martha and Doug Kerstner Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Jessica Morales To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 12, 2023 7:35:15 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hello Chair Ellmore and Members of the Planning Commission: My name is Jessica Morales and am a longtime Newport Beach resident. My daughter is entering her senior year at Pacifica Christian. I write in support of Pacifica Christian School’s application for increased enrollment. The school is an amazing all-around high school and provides quality education to students inOrange County. The school is working to mold the students that attend into great humans that are a future asset to our community. Please vote to approve the requested use permit. Sincerely,Jessica Morales Sent from my iPhone Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:DOROTHY MCDONALD To:Planning Commissioners Date:August 12, 2023 9:40:41 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. As a resident of NPB i approve of this request to allow an increase in the number ofstudents that can attendthis school…. our children havesuffered enough with zoomand covid…. this school willhave dedicated teachers andgood behaviour… both willenable these lucky studentsto learn !!! Dotty Mcdonald601 Lido Park Dr… 92663 Sent from my iPhone Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Katherine Mull To:Planning Commissioners Cc:perez@newportbeachca.gov Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 13, 2023 2:14:24 PM Chair Ellmore and Members of the Planning Commission: Our names are Katherine and Gary Mull and we are longtime Newport Beach residents andpast parents and friends of Pacifica. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in OrangeCounty. Please vote to approve the requested use permit. Sincerely, Katherine & Gary Mull 1714 Plaza del Norte Newport Beach, CA 92661 Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Alison Eastman To:Planning Commissioners Cc:Perez, Joselyn Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 14, 2023 8:55:11 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach. I've seen the positive impact that Pacifica Christian High School has had on the children of our community. I write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Alison Eastman Planning Commission - August 17, 2023 Item No. 2a - Additonal Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Kristin Pelinka To:Planning Commissioners Cc:Perez, Joselyn Subject:Re: Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 14, 2023 6:15:16 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Kristin and Rob Pelinka and we are longtime Newport Beach residents and parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an incredible asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Rob Pelinka Dr. Kristin Pelinka Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Chelsea To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 14, 2023 7:30:20 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.  Chair Ellmore and Members of the Planning Commission: Our names are Chelsea and Christopher Hilbert and we are longtime Newport Beachresidents and current and past parents at the school. My husband I and I were raised inNewport Beach and we returned to raise our family in this wonderful city. We write in support of Pacifica Christian School’s application for increased enrollment.The school is an asset to our community and provides quality education to students inOrange County. Please vote to approve the requested use permit. Sincerely,  Chelsea and Christopher 1978 Port Albans PlaceNewport Beach, 92660949-793-5911 Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Gregg Smith To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 14, 2023 8:10:31 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hi Planning Commission! I understand that you will be voting on Pacifica Christian High School Enrollment Increase PA2023- 0078. We strongly encourage a YES vote. I think we can all agree that the ability to have choice in education can only benefit students, families and our community. A YES vote will increase educational opportunities for our kids. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Cheers, Gregg and Laura Smith Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) Logo Scott Phelps | President Haven Development Group License # 827901 14271 Jeffrey Road #502 Irvine, CA 92620 P: 949 677 0322 | E: scott@havendevgroup.com From:Scott Phelps To:Planning Commissioners Cc:Perez, Joselyn Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 15, 2023 7:05:08 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach. I've seen the positive impact that Pacifica Christian High School has had on the children of our community. I write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Scott Phelps Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Richard Tarbell To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 15, 2023 8:33:03 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Rick and Janine Tarbell and we are longtime Corona Del Mar residents and friends of Pacifica. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to ourcommunity and provides quality education to students in Orange County. Please vote to approve the requested usepermit. Sincerely,Janine and Rick Tarbell Sent from my iphone Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:MORGAN DAVIS To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian HS Enrollment increase Date:August 15, 2023 8:44:00 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. To: Members of the Planning Commission My wife and I are longtime residents of Newport Beach, and friends of Pacifica.I’m writing in support of their application for increased enrollment. Pacifica is an asset to the community, providesoutstanding education to students, and is exactly the type of institution that we should determine to support. I amamazed at the quality that has been developed at this school in the few short years that they have been in existence. If you have not visited the school, I would encourage you to do so before you vote. In my opinion, it would beimpossible to appreciate the value of this institution to this area, without a personal visit. A private school of thistype needs a certain size to be sustainable, so I encourage you to vote to approve the requested use permit.Thks for your attention to this email.Morgan DavisSent from my iPad Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Leslie Kennerly Meserve To:Planning Commissioners Cc:Perez, Joselyn Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 15, 2023 12:58:40 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach. I've seen the positive impact that Pacifica Christian High School has had on the children of our community. I write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Leslie Meserve 1815 Buttonshell LaneNewport Beach, CA 92660 Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Eric Furlong To:Planning Commissioners Subject:PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE (PA2023-0078) Date:August 15, 2023 1:51:53 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hello Planning Commission, I am resident of the Newport Knowles community located at then end of Monrovia. I’d like express my opposition to the proposed expansion of Pacifica Christian High School’s enrollment numbers. The traffic problem posed by parents picking up their children is a public nuisance and a safety hazard. I and other members of our community have contacted the leadership of Pacfica Christian numerous times. They have insisted continually they are ‘working on the problem’. Unfortunately, the situation has never improved. Either Pacfiica Christian actually did not do anything to address the problem or their solutions have been entirely ineffective. Either situation is problematic and ensures the traffic problems will persist. Indeed, these problems will get even worse if their expansion goes through as planned. The school has a choice about how many students they have. The parents have a choice about where they take their children to school. We, the residents of Newport Knowles, have no choice. We bear the costs of Pacifica Christian's inability or unwillingness to address the traffic problems they are creating and will make even worse if granted permission to expand their enrollment. Sincerely, Eric Furlong Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:ehfurlong To:Planning Commissioners Subject:Pacifica Christian Traffic on Monrovia Date:August 15, 2023 1:55:42 PM Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and knowthe content is safe. Sent from my iPhone Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Edward Geehr To:Planning Commissioners Cc:Perez, Joselyn Subject:PA2023-0078 Pacifica Christian High School Enrollment Increase Date:August 15, 2023 4:09:46 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a 23 year resident of Newport Beach whose 3 children all attended NMUSD schools. Over the past 10 years, I have witnessed changes in public education that make private school options increasingly important. I've seen the positive impact that Pacifica Christian High School has had on the children of our community. In my opinion it is vital to retain a mix of public and private options, including faith- based schools. I write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Thank you for your consideration. Sincerely, Edward Geehr, MD Planning Commission - August 17, 2023 Item No. 2b - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Eric Furlong To:Planning Commissioners Subject:Re: PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE (PA2023-0078) Date:August 15, 2023 6:53:37 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hello Again, Planning Commission, One of my neighbors called to my attention that there are claims by Pacifica Christian and/or parents of Pacifica Christian students that ’there have been no complaints’ about the traffic. These claims, if the exist are FALSE. Please see the email I sent to Pacifica Christian on January 10th of 2023. It will be just before/after this one. > On Aug 15, 2023, at 1:51 PM, Eric Furlong <ehfurlong@gmail.com> wrote: > > Hello Planning Commission, > > I am resident of the Newport Knowles community located at then end of Monrovia. I’d like express my opposition to the proposed expansion of Pacifica Christian High School’s enrollment numbers. > > The traffic problem posed by parents picking up their children is a public nuisance and a safety hazard. I and other members of our community have contacted the leadership of Pacfica Christian numerous times. They have insisted continually they are ‘working on the problem’. > > Unfortunately, the situation has never improved. > > Either Pacfiica Christian actually did not do anything to address the problem or their solutions have been entirely ineffective. Either situation is problematic and ensures the traffic problems will persist. Indeed, these problems will get even worse if their expansion goes through as planned. > > The school has a choice about how many students they have. The parents have a choice about where they take their children to school. We, the residents of Newport Knowles, have no choice. We bear the costs of Pacifica Christian's inability or unwillingness to address the traffic problems they are creating and will make even worse if granted permission to expand their enrollment. > > Sincerely, > Eric Furlong Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Eric Furlong To:Planning Commissioners Subject:Fwd: Love thy neighbor? Date:August 15, 2023 6:54:50 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Here is the email I sent to Pacifica Christian and their reply in mid-January. I must reiterate, NOTHING about the traffic situation has improved. Begin forwarded message: From: Eric Furlong <ehfurlong@gmail.com>Subject: Fwd: Love thy neighbor? Date: January 13, 2023 at 3:56:50 PM PST To: Betsy Malone <betsybythebeach@gmail.com> Begin forwarded message: From: David O'Neil <doneil@pacificaoc.org> Subject: Re: Love thy neighbor? Date: January 13, 2023 at 2:36:08 PM PSTTo: Eric Furlong <ehfurlong@gmail.com> Mr. Furlong, Thank you for sending this email to our attention. I believe you havealready heard from Ben Roberson, our principal. We are truly sorry for the challenges you have been experiencing as of late. Our team isactively discussing ways to reduce these negative occurrences and further improve our operations. These improvements take time toresearch, train, resource, and implement. I assure you, we are working diligently on them and I am confident you will begin to seesome meaningful changes in the near future. We are very sorry to have disappointed you, that was never our intent. We are grateful for our neighborhood and will continue to doall we can to be good contributors to our life together. Sincerely, David -- David O'Neil Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) Head of School(949) 887-2070, ext. 3 | pacificaoc.org Sent from my iPad On Jan 10, 2023, at 9:02 PM, Eric Furlong <ehfurlong@gmail.com> wrote: I am a long-time resident of the neighborhood in closeproximity to your school. When your school took overthe old Koby Bryant / Hurst Publishing / Road & Trackbuilding, we were happy about it. We thought we’d havea responsible and Christian neighbor who would brightenthe neighborhood. Unfortunately, that has not been thecase. The car traffic your school brings to theneighborhood literally cripples the traffic of those wholive here on a daily basis. The foot traffic acrossMonrovia paralyzes car traffic as well continually, andyou’re lucky there has not been an injurious incident todate. You are bad neighbors. You have no respect forthose that live here. You only prioritize the entitled richpeople you serve and that pay your salary. You are NOTChristians. You are hypocrites Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Anne Storm To:Planning Commissioners Subject:Pacifica Christian high school enrollment increase PA 2023-0078 Date:August 16, 2023 8:06:52 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Our names are Kim and Anne Storm and we are longtime residents of Newport Beach and friends of the school. We are writing in support of Pacifica’s application for increased enrollment. The school is such an asset to our community and graduates such incredible future leaders. We are lucky to have Pacifica here! Please vote to approve the requested use permit. Sincerely, Anne and Kim Storm Sent from my iPad Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Matthew Brinker To:Planning Commissioners Cc:Perez, Joselyn; lauren.maclaughlin@gmail.com Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 8:17:37 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Lauren and Matt Brinker and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Nicole Warren To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 8:25:33 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Nicole and James Warren and we are past parents and friends of the school.Our daughter graduated in 2019 and has flourished as a (now) college graduate. Pacifica changed the trajectory of her life in several positive ways. After seeing her growth inconfidence, education, communication skills, and meaningful relationships, we want this for other students. This can only be possible with increasing the enrollment at Pacifica. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Thank you for your time and consideration! -- Blessings, Nicole Warren Assistant Athletic Director of Communication & Events (949) 887-2070, ext. 210 | pacificaoc.org Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Casey O"Callaghan To:Planning Commissioners Cc:Keri O"Callaghan; Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 8:29:23 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.  Chair Ellmore and Members of the Planning Commission: Our names are Keri and Casey O'Callaghan and we are past and current parents and friends ofthe school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in OrangeCounty. Please vote to approve the requested use permit. Sincerely, Casey & Keri O'Callaghan Sent from my iPhone Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Rion Dalby To:Planning Commissioners Cc:Perez, Joselyn; Annie Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 8:30:16 AM Attachments:image001.png [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Annie and Rion Dalby and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Rion Dalby Investment Adviser CA Insurance License #0E35414 1001 Dove Street, Suite 155 Newport Beach, CA 92660 949.752.9096 949.752.0631 fax www.jdla-advisers.com Securities may be offered through JDL Securities Corporation, a broker dealer – member FINRA/SIPC. JDL Securities is a wholly owned subsidiary of J.Derek Lewis and Associates, an SEC registered investment adviser. We cannot accept transaction/investment instructions via email; all investment transactions and advice must occur via telephone, mail, or in person. 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Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Annie Boyer To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 8:35:26 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Annie and Rion Dalby and we are parents at the school. We had our daughter attend all four years at Pacifica Christian School and we saw how much this school helped her to grow into a mature young adult. Our son Peter is attending his fourth year and he is President of the school. Our youngest son Josh is starting this year as well. We have recommended Pacifica to all of our friends and family. We are proud to be apart of this community and love seeing how much it is growing. We write in support of Pacifica Christian School’s application for increased enrollment. The school is anasset to our community and provides quality education to students in Orange County. Please vote toapprove the requested use permit. Sincerely, Rion and Annie Dalby Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Gary Kutscher To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 8:49:48 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Gary and Maria Kutscher and we are founding and alumni parents of twostudents from the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an incredible asset to our community and provides quality education to students inOrange County. Please vote to approve the requested use permit. Sincerely, Gary Kutscher -- Gary Kutscher SDCCU OC Marathon Running Festival714-241-0142 x2 Inspire Kids to Fitness Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:todd.tripp@nm.com To:Planning Commissioners Subject:Chair Elmore and Planning Commission Date:August 16, 2023 8:57:37 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. My wife and I are parents of Thomas Tripp at Pacifica Christian High School. We believe that the school provides an important resource of learning for our community, and I hope youconsider their expansion opportunity favorable for all parties involved. Please contact me directly for any additional feedback. Respectfully Todd Tripp, MPA, CLTC Wealth Management Advisor 949-939-2993 todd.tripp@nm.com Northwestern Mutual Any information in this email regarding products and services is considered an advertisement for Northwestern Mutual. Northwestern Mutual, its subsidiaries and affiliates may review and retain incoming and outgoing electronic mail for this e-mail address for qualityassurance and regulatory compliance purposes. Please be advised that communications with {SECURE MESSAGE} in the subject line have been sentusing a secure messaging system. Communications that do not have this tag may not be secure and could be observed by a third party. Our commitmentto privacy: At Northwestern Mutual, your privacy is important to us. For more information about our privacy practices, please review our privacynotices. If you don’t want to receive any emails from your financial representative and any emails (except servicing emails) from Northwestern Mutual,unsubscribe. Northwestern Mutual720 East Wisconsin AvenueMilwaukee, Wisconsin 53202-4797. Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Andrew Hartman To:Planning Commissioners Cc:Perez, Joselyn; Kelly Hartman Subject:Support for Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 9:06:10 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Kelly and Andrew Hartman. We are parents of a current Sophomore atPacifica Christian School, hope to send our younger son to the school in 2 years, and are huge believers in the mission of school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in Orange County. It is producing young adults of tremendous character, compassion and intellect thatmake every community in which they show up better. The impact of allowing higher enrollment will be exponential for the Newport Beach community. Please vote to approve therequested use permit. Sincerely, Andrew and Kelly Hartman -- Andrew HartmanP: 949.933.5086 @AndrewHartman Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Valorie Forbes To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 9:11:48 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.Chair Ellmore and Members of the Planning Commission: Our names are Valorie and Tony Forbes and we are 30+ years residents of Newport Beach. Our son attended Pacifica Christian High School, so we know well the value of the education theyprovide. Along with their commitment to the community of Newport Beach and its residents, Pacifica has been an amazing addition to our city! We were so grateful to find another option inNewport Beach to educate our high school bound son. We believe that access should be available to as many students as possible. We write in full support of Pacifica Christian School’s application for increased enrollment. Werespectfully ask for you to vote to approve the requested use permit. Peace, Valorie & Tony Forbes Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Melanie Connell To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 9:18:20 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Mike and Melanie Connell and we are parents of one alumni and one currentstudent at Pacifica Christian High school. We write in support of the School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Pleasevote to approve the requested use permit. Sincerely, Michael Connell and Melanie Connell PT, MPT, MTC, CHC (949) 522-REMDmelanie@remedypt.com www.remedypt.com Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:JASON ATKINS To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 9:22:29 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Jason and Tiffanie Atkins and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our family and our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Jason and Tiffanie Atkins Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Kathryn Ferdi To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Date:August 16, 2023 9:23:32 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Kate and Mark Ferdi and we are alumni parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students inOrange County. Please vote to approve the requested use permit. Sincerely, Mark and Kate Ferdi Sent from my iPhone Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:tony forbes To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian enrollment Date:August 16, 2023 9:35:22 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hello,Chair Ellmore and Members of the Planning Commission: Our names are Valorie and Tony Forbes and we (our family) are longtime Newport Beach residents and past parents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. I believe Pacifica is a needed resource in today's environment. Sincerely,Tony and Valorie Forbes The Forbes Family Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Ryan Zeulner To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 9:35:38 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Ryan and Jenn Zeulner and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Let me know if you have any questions. Sincerely, Ryan ZeulnerMISSION & integration Pastor 714.602.1032 Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:bill coopman To:Planning Commissioners Subject:Support Date:August 16, 2023 9:37:30 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Brooke and Bill Coopman and we are current parents of the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students inOrange County. Please vote to approve the requested use permit. Sincerely, Brooke Coopman ‍♀ Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Jesse Gibbs To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 9:44:25 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.  Chair Ellmore and Members of the Planning Commission: Our names are Brandi and Jesse Gibbs and we are current parents of two students at theschool. We’re writing to support Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in OrangeCounty, and has been a profound gift to our family personally since our children were enrolledthere. Please vote to approve the requested use permit, we are confident that it will only makea positive impact on our city and county. Sincerely, Jesse & Brandi Gibbs Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Deborah Spicer To:Planning Commissioners Subject:Pacifica Christian Date:August 16, 2023 9:57:32 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.  Chair Ellmore and Members of the Planning Commission: Our names are Deborah and Greg Spicer. We are longtime Newport Beach residents and arepast parents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in OrangeCounty. Please vote to approve the requested use permit. Sincerely,Deborah and Greg Spicer Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Josh Hahne To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 10:06:48 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Joshua and Melissa Hahne and we happily live in Newport Beach, in theHeights community. Two of our children have graduated from Pacifica and our youngest is a Sophomore. We can't begin to tell you what an amazing institution Pacifica is. It is a toptier private high school that cultivates intellectual curiosity, has rigorous academics, and in which teachers take an active interest in the student community. Because of her time atPacifica our oldest daughter is a student at Texas Christian University on nearly a full scholarship and our son is a student at Baylor University. In both of their situations, Pacificwas instrumental to their success and I am eager to see the school be able to help additional students in our community. We write in hopes that you will approve Pacifica Christian School’s application for increasedenrollment and vote to approve the requested use permit. Thank you for your time, -- Josh HahnePastor Redeemer OCCell: ‭949-691-4100‭ Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Tracy Taber To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 10:12:18 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Tim and Tracy Taber and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment.The school is an asset to our community and provides quality education to students inOrange County. Please vote to approve the requested use permit. Sincerely, Tracy Taber Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Mark Peterson To:Planning Commissioners; Perez, Joselyn; Jolene Peterson; Mark Peterson Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 10:37:37 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Mark and Jolene Peterson and two of our children attend Pacifica Christian High School. We write in support of Pacifica Christian School’s application for increasedenrollment. The school is an asset to our family and our community and provides quality education to students in Orange County. It encourages students to be the type of adults we need more of in our community: responsible, hard-working, law- abiding, welcoming and trustworthy. Students are taught to be responsible for themselves and to be giving and kind to others. Please vote to approve the requested use permit to allow more students to obtain a wonderful education that will help maintain/improve our wonderful community of Newport Beach and Orange County. Sincerely, Mark and Jolene Peterson Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Kimberly Hodson To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 11:15:08 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Kim and Chris Hodson and we are alumni parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment.The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Christopher & Kimberly Hodson Get Outlook for iOS Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Christina Levasheff To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 11:15:09 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission, My husband Drake Levasheff and I are current parents and friends of Pacifica Christian High School. We have experienced first-hand the incredible impact this institution is making in the lives of our youth, as our daughter transferred in as a junior last year and is now thriving in a way she hadn't been before. I write to ask you to approve Pacifica Christian School’s application for increased enrollment. The school is vital to our community and provides high quality education to students in Orange County. Please vote YES on the requested use permit. Sincerely, Christina Levasheff __________________________ Christina Levasheff • my story • Women's Pastor Grace Fellowship Church cell: (714) 926-8723 | church: (714) 549-8599 We pray that our love may abound more and more in knowledge and depth of insight, so that we may discern what is best and may be pure and blameless for the day of Christ, filled withthe fruit of righteousness that comes through Jesus Christ—to the glory and praise of God. ~from Phil 1:9-11 Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Alissa Clark To:Planning Commissioners; Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 12:15:34 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Justin and Alissa Clark and we are alumni parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality educationto students in Orange County. Please vote to approve the requested use permit. It would be greatly appreciated by so many in our community, and benefit even more students who are able to attend this wonderful school. Sincerely, Justin and Alissa Clark Alissa D. Clark CLARK STUDIOS 949-610-6300 | clarkstudios.co FINE ART :: alissadclark.com Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Jaime Ramirez To:Planning Commissioners Cc:Perez, Joselyn; Rachel Ramirez; Morgan Saridakis Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 12:28:55 PM Attachments:image001.png [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission: I hope this email finds you well. Our names are Jaime and Rachel Ramirez, and we are parents at the school. I am writing on behalf of Pacifica Christian School application for increase in our student enrollment allocation. We believe that this expansion is necessary to accommodate the growing demand for quality education in our community and to better serve the educational needs of our students. Pacifica Christian School has consistently demonstrated a commitment to providing excellent education and fostering a supportive learning environment. Over the past few years, we have witnessed a notable increase in the number of families seeking admission for their children at our school. This overwhelming interest signifies the trust and confidence that our community places in our educational programs and faculty. We are confident that an increase in student enrollment can be accommodated without compromising the quality of education that Pacifica Christian School is known for. We are kindly requesting the Planning Commission's support to approve the requested use permit for an increase in student enrollment allocation. Thank you for your time and consideration of our request. We believe that an increase in student enrollment will not only benefit our school, but also contribute positively to the overall educational landscape of our community. Sincerely, Jaime A. Ramirez, Vice President 21241 Hillsdale Lane, Huntington Beach, CA 92646 Work: 714-459-3564 | Cell: 714-614-5674 E-Mail: jramirez@performexcel.com Web: www.performexcel.com Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Francisco Morales To:Planning Commissioners Cc:Perez, Joselyn; moralesjlm@yahoo.com Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 1:04:35 PM Attachments:image002.png [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Jessica and Francisco Morales and we are longtime Newport Beach residents and parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to ourcommunity and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Francisco Francisco J. Morales CEO FranciscoM@511tactical.com Phone: 949.800.1511www.511tactical.com 5.11 Global Innovation Center 3150 Bristol, 3rd Floor, Costa Mesa, CA 92626 We are innovators who make purpose-built technical apparel, footwear, and gear for life’s most demanding missions. This e-mail and its attachments contain information that should be regarded as confidential. © 5.11 Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Priscilla Cops To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 1:14:32 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Good afternoon, Our names are Priscilla and David Cops and we are current parents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, David and Priscilla Cops (714) 264-8853 Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Heather Steffens To:Planning Commissioners Cc:Perez, Joselyn Subject:Support For Pacifica Christian HS Date:August 16, 2023 1:15:17 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hello. I am a Newport Beach resident and proud Pacifica Christian HS Orange County parent.I would like to express my hope that Pacifica Christian HS is able to increase their student population, as this school has been a gift to our family, our educational community, and ourcounty. More and more families are showing interest and applying, and allowing for a larger student population will only benefit everyone. Thank you, Heather Steffens949.751.8176 Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Melissa Hahne To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 1:32:02 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Josh and Melissa Hahne and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our family and our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Josh and Melissa Hahne Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Kendra Motske To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 2:24:28 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Jeff and Kendra Motske and we are alumni parents at the school. We remainactive members of the Triton Athletic Booster Board and Kendra is an assistant coach for the varsity girls soccer program. Our son, Tanner (class of 2018), is the associate head coach forthe boys and girls golf programs and our daughter, Brooklyn (class of 2020), works in Athletics as the Sports Information Coordinator and as an assistant coach for girls soccer. We write in support of Pacifica Christian School’s application for increased enrollment. As afounding family still actively involved in the school, we can testify to the numerous lives Pacifica has positively impacted since its inception. The school provides quality education tostudents in Orange County and is a valued asset to our community. Please vote to approve the requested use permit. Sincerely, Jeff and Kendra Motske Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Michele Hull To:Planning Commissioners; Perez, Joselyn Cc:Brian Hull Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 2:25:56 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Michele and Brian Hull and our son Matthew is a Sophomore at Pacifica Christian School. We are writing in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in OrangeCounty. Many families desire a Christian education for their son/ daughter and sadly there are limited options available, especially near the Newport Beach/ Costa Mesa area. Please vote toapprove the requested use permit. Sincerely, Michele & Brian Hull Sent from my iPhone Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) August 17, 2023, Planning Commission Item 2 Comments These comments on a Newport Beach Planning Commission agenda item are submitted by: Jim Mosher ( jimmosher@yahoo.com ), 2210 Private Road, Newport Beach 92660 (949-548-6229). Item No. 2. PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE (PA2023-0078) Since this resolution is intended to supersede an existing one, it would have been helpful for the staff report to highlight any existing conditions of approval that are being omitted or modified, and why. For example, existing Condition 10 regarding noise (handwritten page 147) is being omitted, possibly on a belief it was redundant with existing Condition 26 (handwritten page 147), which will apparently be retained as new Condition 26 on handwritten page 29. There might also be confusion as to what “approved site and floor plan” is being referred to in new Condition 1 of the new permit approval on handwritten page 27. That said, the following passages in italics are from the draft resolution, with corrections suggested in strikeout underline format. Unnumbered first page (handwritten 17), title block, next to last line: “877 PRODUCTION PLACE AND SUPERCEDING SUPERSEDING USE PERMIT” Unnumbered first page (handwritten 17), Section 1.1, sentence 1: “Pacifica Christian High School – Orange County (“Applicant”) operates a private high school (“Pacifica Christian”) pursuant to Use Permit No. UP2021-037, approved by the Planning Commission on November 18, 2021.” Unnumbered first page (handwritten 17), Section 1.3, last sentence: “There are no physical additions or expansions proposed at the main and auxiliary campus locations. (“Project”).” (? Obviously, students and staff are proposed to be added, and the “Project” is the whole paragraph, not just this one sentence.) Page 4 of 17 (handwritten 20), Fact B.1, sentence 2: “The properties presently operate as the main campus and auxiliary campusof campus of the high school pursuant to Use Permit No. UP2021-037.” Page 4 of 17 (handwritten 20), Fact B.2: Why does this mention the increased capacity approved by UP2017-008, but not the further increase approved with UP2021-037? Those numbers seem necessary to make sense of the statements in Section 1.3. Page 9 of 17 (handwritten 25), last sentence: “No improvements or mitigation are necessary because implementation of the Project with the will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach.” Page 10 of 17 (handwritten 26), Section 4.4: “This Resolution supersedes Planning Commission Resolution No. PC2021-030 which approved Use Permit No. UP2021-037. Upon vesting of the rights authorized by this use permit, UP2021-037 shall become null and void.” Page 12 of 17 (handwritten 28), Condition 13: “A Special Events Permit is required for any event or promotional activity outside the normal operational characteristics of the approved use, Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) August 17, 2023, PC agenda Item 2 comments - Jim Mosher Page 2 of 2 as conditioned, or that would attract large crowds (open house, back-to-school nights, etc.), include including any form of onsite media broadcast, or any other activities as specified in the NBMC to require such permits.” Page 13 of 17 (handwritten 29), Condition 21, sentence 2: “The agreement or covenant shall also guarantee the availability of four-five forty-five (45) off-street parking spaces for faculty and staff parking at Coastline Community College and 23 off-street parking spaces for faculty and staff parking at 877 Production Place or other suitable and convenient as determined by the Director of Community Development.” (Staff’s wish to specify numeric values in both words and numbers continues to baffle me. In this case, why “45” should be given the treatment, but not “23”, is especially baffling.) Page 15 of 17 (handwritten 31), Condition 40: “If parking demand exceeds capacity or student parking on public streets becomes an issue, the applicant shall secure additional off-street parking. Any off-street parking arrangement shall require the approval of a conditional use permit in accordance with NMC Section 20.40.100 (Off-site Parking).” (? See existing UP2021-037 Condition 41 on handwritten page 150. At least the word “parking” is missing at the end of the first sentence. Whether the following sentence was intended to be omitted is hard to guess.) Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Paola Greenberg To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 3:23:15 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Allan and Paola Greenberg and we are parents at the school. We write in support of Pacifica Christian School’s application for increasedenrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve therequested use permit. Sincerely, Paola & Allan Greenberg Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:dena ford To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 3:29:20 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Dena and Michael Ford and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an amazing asset to our family and our community and provides QUALITY education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Dena Ford Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Angela Heal To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 3:34:37 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Angela and Michael Heal and we are current parents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Michael and Angela Heal Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Matt Anderson To:Planning Commissioners Cc:Perez, Joselyn; Catherine Anderson (catherine.anderson05@gmail.com) Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 3:48:11 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: We are longtime residents of Newport Beach and founders of Pacifica Christian High School. The good work done by Pacifica is of extraordinary value and importance to the students, their families, and the community at large. It is a great asset to Newport Beach and an incredible model for quality education in Orange County. We support the school’s application for increased enrollment and ask you to please approve the requested use permit. Sincerely, Matt & Catherine Anderson Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Stacey To:Planning Commissioners Subject:Fwd: Consideration for the Agenda Item: PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE (PA2023-0078) Date:August 16, 2023 4:04:37 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. ---------- Forwarded message --------- From: Stacey <concernedneighbornb@gmail.com>Date: Wed, Aug 16, 2023 at 2:25 PM Subject: Consideration for the Agenda Item: PACIFICA CHRISTIAN HIGH SCHOOLENROLLMENT INCREASE (PA2023-0078) To: <cellmore@newportbeachca.gov>, <mrosene@newportbeachca.gov>,<bbarto@newportbeachca.gov>, <tharris@newportbeachca.gov>, <jlangford@newportbeachca.gov>, <llowrey@newportbeachca.gov>,<dsalene@newportbeachca.gov>, Perez, Joselyn <jperez@newportbeachca.gov>, <jcampbell@newportbeachca.gov>Cc: <bsommers@newportbeachca.gov> Dear Chair Ellmore and Members of the Planning Commission, I’m writing on the behalf of my family and other concerned neighbors that live in the Newport Knolls community across from the 1499 Monrovia main campus of Pacifica Christian High School and would like to bring attention to all the problems that we have been having with the school since the opening of the main campus. Our primary issue with the school is regarding the long queues for pick up in the afternoon that have been illegally impeding traffic on Monrovia Ave and 15th Street. We have also had numerous noise issues involving the gym at the 883 W. 15th St location and issues with students parking on Monrovia taking up already limited parking spaces that we have in our area. On August 9th, a neighbor of the Newport Knolls community and I had a meeting with Luis Garcia (Dir of Business & Operations), David O’Neil (Head of School) and Ben Roberson (Principal) of Pacifica Christian High School to address some of the issues that we have been having with the school. We spoke with them about our concerns about the illegal impeding traffic situation and gave them ideas to look into how Carden Hall approaches school pick up as well as looking at apps specifically made for school pick up (Ex. Carline Hound). We do not think the approach that they discussed with us regarding the queuing issue will change the current situation, especially because they didn’t have numbers to support the process and the City Approval Application reports and attachments state a different approach from what we were shown in this meeting. We would like to see this on-going illegal issue improved before adding any more cars to the situation. I will also be mentioning items that were discussed in our meeting that differ from what was written in the application/reports. I have also attached some pictures taken during pick up. There have been many scenarios that have been even worse with impeding traffic backing up all the way down Monrovia past the 15th intersection, on top of traffic down 15th. To top that off students leaving the lot also have impeded traffic on Monrovia driving towards 15th. The police and the school have been called on multiple occasions regarding this impeding traffic issue. I have looked through the staff report and all of the attachments and have found numerous items that need to be looked into and addressed before the city should even consider approving this application. 1. The main concern is that the traffic from the school pick up queue impedes traffic in the afternoon and creates unsafe and illegal traffic conditions for the residents of Newport Knolls, Memory Care Facility and the residents along Monrovia Ave. This is a violation of California Vehicle Code Section 22400(a). This is also a Federal Violation Title Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) 36/Chapter1/Part4/4/13 Obstructing traffic. (https://www.ecfr.gov/current/title-36/chapter-I/part-4/section-4.13) 2. In the description of the school and surrounding area, each the report and map fail to mention or show that Monrovia is a dead end road into our complex (aka Halyard), and the only way in and out of our Newport Knolls community (which also includes the Memory Care Facility) is to pass the 1499 Monrovia Main Campus, which includes all their entry ways into this school campus. We do not have any other way to come or leave, and this is a major safety concern when these long queues impede traffic for long periods of time. When looking through the documents, I noticed there were a lot of items that are not consistent with what we have been told by the school or for their actual plan to move forward. I would think from a legal standpoint that the City would want to ensure that all aspects of the application were in fact correct with the actual plan from the school and that all of the information is properly looked at. Here are my findings: 1. Planning Commission Resolution No. PC2023-031 (page 5/17) mentions “The Project was reviewed by the Code Enforcement Division and no concerns were raised. Pacifica Christian is compatible with the surrounding residential and educational uses as demonstrated by a lack of complaints and a lack of code enforcement cases.” I have personally called the police more times than I would ever want to for the impeding traffic situation, and I’m told other neighbors have too. This information is not correct and needs to be looked into, there have been a lot of complaints called in directly to the Newport Beach Police as well as directly to the school. I know that the school has also received email and text complaints about the situation as well. 2. Planning Commission Resolution No. PC2023-031 (Page 6/17) mentions “The City Traffic Engineer has reviewed and approved the Parking Analysis and supports the proposed traffic queuing arrangement of the on-site and off-site parking lots. With the proposed conditions of approval, no conflicts in traffic circulation or queuing problems are anticipated and the existing driveways can accommodate vehicle access.” This is not a true statement. There are currently conflicts in traffic circulation and queuing problems that exist and have not been addressed. They have all recently been brought to Brad Sommers attention. I also informed Brad of the numerous complaints called into the City of Newport Beach Police. The referenced Traffic Impact Analysis Study and the Parking Analysis do not adequately address the neighborhood traffic concerns and the illegal impeding of traffic. 3. Planning Commission Resolution No. PC2021-030 - Exhibit A “Conditions of Approval” (page 8/12) mentions “The Applicant shall comply with all federal, state, and local laws. Violation of any of those laws in connection with the use may be cause for revocation of this Use Permit.” Currently the school is impeding traffic constantly at school pick up and this is a violation of California Vehicle Code Section 22400(a). This is also a Federal Violation Title 36/Chapter1/Part4/4/13 Obstructing traffic. (https://www.ecfr.gov/current/title-36/chapter-I/part-4/section-4.13) 4. Planning Commission Resolution No. PC2021-030 - Exhibit A “Conditions of Approval” (page 8/12) Attachment No. PC1 Draft Resolution says “36. The applicant shall monitor the drop-off/pick-up queues to ensure that vehicle queues do not impact/impede traffic in the public rights-of-way.” This is currently not being done and needs to be addressed before allowing for even more cars/students to create even more unsafe traffic conditions. (See photo examples) They are currently in violation of California Vehicle Code Section 22400(a) as well as Federal Violation Title 36/Chapter1/Part4/4/13 Obstructing traffic. 5. In Attachment No. PC1 mentions “42. If issues/problems arise with the Parking Management Plan (i.e. school drop- off/pickup, vehicle queuing within the public right-of-way, etc.) the applicant shall modify the Parking Management Plan to the satisfaction of the City Traffic Engineer and Community Development Director. Implementation of the modified Parking Management Plan shall occur immediately upon approval of the City.” This is already a problem that has been on-going and has not been addressed. There have been many complaints called into the Newport Beach Police and called/emailed to the school about this. 6. The Traffic impact Analysis referenced covers a wide area of Newport Beach which I’m told by Brad Sommers is typically used for larger scale projects/developments. This traffic study does not directly look at any of the roads or intersections in the neighborhood that will actually be impacted by school traffic or the excess traffic that will come with adding more students/cars. We would like for the City to conduct an operational traffic study during the actual times of concern (pick up and drop off school times) before considering approving this application. 7. In the Parking Demand Analysis (page 6) Section School Traffic Circulation, the plan outlined is currently not working with 305 students, adding more students/cars to this problem is going to create more problems. 8. In the Parking Demand Analysis (page 7) Section Queuing Analysis, it mentions “Under Future Conditions, it is anticipated that approximately 80% of the drop-off/pick-up vehicle demand would be accommodated at the 1499 Monrovia Avenue (Main) Campus and approximately 20% of the drop-off/pick-up vehicle demand would be accommodated at the 883 West 15th Street (Auxiliary) Campus, as determined by the students’ first/last class locations. In our meeting with Pacifica Christian HS on Aug 9th we were told that 100% of school pick ups will be at the Main Campus since there’s no way to let the parents know what lot to pick their kids up from. This information that was provided in this Analysis is not consistent with what the school is telling the neighbors and needs to be updated to the correct information of the actual plan to move forward. 9. In the Parking Demand Analysis (page 7) Section Queuing Analysis it mentions “Per the queuing analysis Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) assumptions and methodologies detailed in Pacifica Christian School Parking Management Plan and Traffic Circulation Review (Kunzman Associates, Inc., 2017) (2017 Study)” This study was not in the attachments, I emailed Joselyn and she sent a link to where it could be found. The Main Campus at 1499 Monrovia has only been operating for two school years (building approved in 2021), so the information from this 2017 study does not have accurate information on the queuing process and therefore should not be used as a study for queuing analysis for this 2023 application. 10. In my August 9th meeting with David, Luis, and Ben I asked them roughly how many cars were picking up students each day. David told me that they didn't know that information and couldn’t even make a guess at that time and that he would get that information over to me. I asked for this information by early the following week so that I could reference it in this email and I have not received this information as of Aug 16th at 2:20 PM. I texted David on Aug 16th at 10:32 AM to remind him that I was still waiting for this information. It would be great information to have in order for The City to look at the accuracy of 2017 Pacifica Christian School Parking Management Plan and Traffic Circulation Review” (Kunzman Associates, Inc., 2017). 11. According to the “Pacifica Christian School Parking Management Plan and Traffic Circulation Review” (Kunzman Associates, Inc., 2017) (2017 Study), as previously reviewed and approved by the City, it mentions “The recommended storage length design guideline for new schools is two feet per student per lane, resulting in a recommended storage length of 440 feet for the 1499 Monrovia Avenue (Main) Campus and 110 feet for the 883 West 15th Street (Auxiliary) Campus based on the future total maximum student drop-off/pick-up allocation of 275 students within 234 associated vehicles, as detailed below, and the aforementioned drop-off/pick-up vehicle demand allocation. As the 1499 Monrovia Avenue (Main) Campus and 883 West 15th Street (Auxiliary) Campus currently provide storage lengths of 450 feet and 275 feet, respectively, the recommended storage lengths of both campuses can be accommodated entirely on-site. The recommended storage lengths detailed above are conservative, as they are based on the unadjusted maximum student enrollment (vs. the estimated number of students served by the drop- off/pick-up operations).” It’s clear from this 2017 analysis that things have changed and this shows around 234 associated vehicles (for 275 students) assumed in both locations. Again, we were told all pickups were going to 100% be at the Main Campus. We were also told that they don’t even have a rough guess as to how many cars are actually coming through on a daily basis. This information contradicts what the school is applying for and what they’re telling the neighbors. Clearly the illegal impeding of traffic is our top concern; however, we would also like to address an on-going issue that we have had for several years that is now just being addressed coincidentally when they have an City Application Approval on the line. This issue could have and SHOULD HAVE been addressed and fixed years ago when we first started complaining about the issue. It’s very hard for any of the neighbors to believe that they will actually take care of the traffic situation since they ignored these other complaints for years. This is a prime example of why this application should not be approved at this time until all of the information in the City Approval Application is correct, consistent and up to date. 1. Planning Commission Resolution No. PC2023-031 (page 5/17) mentions "Condition of Approval No. 26 requires Pacifica Christian to manage the noise generated and it also provides the Community Development Director the ability to require corrective measures if nuisance noise is generated.” We have called in many noise issues/complaints with the Newport Beach Police Department and directly to the school regarding assembly and events in the gym when using the microphone at unreasonable sound levels. We finally figured out on Aug 11, 2023 that the microphone broadcasts directly into our homes due to the design of the heating ducts/piping on the roof being aimed at our buildings and the sound carrying through them. I’m currently working with David/Luis on this matter and we hope they will actually fix this situation with soundproofing. They also mentioned they had found out that the microphone was on a level that they didn’t even find acceptable being inside the gym and have told me that they have changed that level. This is separate from the traffic matter but I wanted it to be known that this issue has been going on for multiple years with calls to the school, Principal and Head of School sometimes 1-3 times a week and also calls to the Newport Beach Police. I’m happy that they are now trying to address this noise situation, but again this is the first time it's being addressed by the school coincidentally when they have an City Application Approval on the line and should have been addressed and fixed years ago when we first started complaining about the issue. 2. Pacifica Christian High School Enrollment Increase (PA2023-0078) (page 9) mentions “Pacifica Christian will continue to implement its existing school parking policy that prohibits staff and students from parking on 15th Street and Monrovia Avenue.” There have been many occasions where students and parents have parked on Monrovia for school/events and where parents have picked up/dropped off kids on Monrovia Ave. After our meeting with the school on August 9th, Luis Garcia said he will take the lead on preventing this from happening and mentioned that we can text him directly when we see it. I have yet to get his contact information from him or anyone at the school since the meeting. I told him I would gladly let the neighbors know to take a picture of the car at the time it happens and text him immediately when we see it. To be continued on this issue… Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) I have had a couple great conversations with Brad Sommers (City Traffic Engineer) on Aug 9th and Aug 15th about our community concerns. We discussed the traffic concerns that I and other neighbors have regarding the long queues impeding traffic associated with school pick up, the safety concerns for residents entering/exiting the community due to being blocked in by the pick up queues, the safety concerns for emergency vehicles not being able to get around these cars when they’re blocked by school traffic on both sides of Monrovia/15th, the safety concerns of Monrovia/Halyard being a dead end road with no other entrance/exit, the concern of being ticketed while passing these pick up line queues due to double yellow lines, the concern of parents not obeying the stop sign as they’re leaving the school lot from picking up students, and other concerns that we have about the school in general. He mentioned they will definitely be reviewing the operational traffic during this pick up time frame after the new school year starts. Until this operational traffic review is completed to fully get a handle on the situation this application should not be approved. As a Civil Engineer myself, I personally would not want to sign off on this application from an Engineering, Code of Ethics and Legal standpoint without having all of the correct facts on the application. As a community, we do not feel at this time that this application for increasing student and faculty numbers at Pacifica Christian High School has been studied correctly regarding the constant illegal impeding of traffic (violation of California Vehicle Code Section 22400[a]) and safety concerns expressed and therefore should NOT be approved at this time. It is fair and reasonable to ask the City of Newport Beach for an operational traffic study to be conducted and to address the concerns of the neighborhood/community that it’s actually having an impact on before approving this application to increase the student enrollment at this time. We did not choose to live by this school. Most of the Newport Knolls community have been living here 10+ years and the school is new to the area. Pacifica Christian High School came to our community and promised the neighbors a lot of things that have not been proven to be true. We are not ok with this continuing to happen to our neighborhood with illegal impeding traffic and safety concerns that need to be addressed. If approval moves forward at this time, we will be having a legal team look into this further. Thanks for looking into all these matters. I look forward to future conversations with the City of Newport Beach and Pacifica Christian High School. Brad Sommers and David O’Neil have my contact information. Due to the nature of the email and the fact that the City of Newport Beach allows for everyone to see your contact information publicly, I will just be signing my first name, I have made Brad Sommers aware of these reasons as well. Thanks, Stacey and other concerned Neighbors in the Newport Knolls community Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Katie Kreitzer To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 4:14:12 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Kathryn and Josh Kreitzer and we are current parents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. Theschool is an asset to our community and provides quality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Kathryn Kreitzer Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Jennifer Johnson To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 4:26:52 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hello Chair Ellmore and Members of the Planning Commission: My name is Jennifer Johnson and I am a proud parent of an incoming senior at Pacifica Christian High School in Newport Beach. I understand Pacifica is requesting of the Planning Commission an amendment to the CUP to increase enrollmentfrom 305 to 385 students. I can’t tell you how excited I am for this proposal to be considered so that more studentscan have the ability to experience the life-changing experience Pacifica Christian is for its current student body. Theschool has been a haven for our son these last three years. The faculty is top-notch and so caring, the students areengaged and truly love their school, and the quality of the education is outstanding! I wholeheartedly support the request for increased enrollment and respectfully request that you approve the requested use permit so that more of our area high school students may have the opportunity to attend this amazing school. Please vote Yes to support PCHS’s request to increase the enrollment. Sincerely, Jennifer Johnson Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Lauren MacLaughlin To:Planning Commissioners Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 4:27:14 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: My name is Lauren and I am a parent at Pacifica Christian High School I am in writing in support of Pacifica Christian School’s application for increasedenrollment. The school has been an incredible school and adds great value to our community. PCHS provides an excellent education to students of all backgrounds and faithsin Orange County and also serves the needs of the community through outreach. Please vote to approve the requested use permit. Thank you ! Lauren M Brinker -- Lauren MacLaughlin Brinker, Lauren MacLaughlin Design, Artist and Design Focal Point, Founder and Educatorlauren.maclaughlin@gmail.com www.laurenmaclaughlin.com 208.720.7006 Planning Commission - August 17, 2023 Item No. 2c - Additional Materials Received Pacifica Christian High School Enrollment Increase (PA2023-0078) From:Cathy Nelson To:Planning Commissioners Cc:Perez, Joselyn Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 16, 2023 11:25:17 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Cathy and Scott Nelson and we Newport Beach residents and current parents and friends of the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our community and provides quality education to students in Orange County. We currently have 2 children attending with 2 more who will be attending. Please vote to approve the requested use permit. Sincerely, Scott and Cathy Nelson Sent from my iPhone From:Tiffanie & Jason To:Planning Commissioners Subject:Pacifica Christian High School Enrollment Increase PA2023-0078 Date:August 21, 2023 11:55:59 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: Our names are Jason and Tiffanie Atkins and we are parents at the school. We write in support of Pacifica Christian School’s application for increased enrollment. The school is an asset to our family and our community and providesquality education to students in Orange County. Please vote to approve the requested use permit. Sincerely, Jason and Tiffanie Atkins Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Received Post Meeting Pacifica Christian High School Enrollment Increase (PA2023-0078) PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE (PA2023-0078) 1499 Monrovia Avenue, 883 West 15th Street, 1515 Monrovia Avenue, 877 Production Place Planning Commission, Public Hearing August 17, 2023 Joselyn Perez, Associate Planner 949-644-3312, jperez@newportbeachca.gov Conditional Use Permit and Traffic Study Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) PROJECT LOCATION 2 of 12Monrovia AvenueWest 15th Street Production Place Main Campus 1499 Monrovia Ave Auxiliary Campus 883 West 15th St 877 Production Pl Coastline College 1515 Monrovia Ave Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) ZONING & LAND USE 3 of 12Monrovia AvenueWest 15th Street Production Place Industrial Residential Residential Auxiliary CampusPublic Facilities Open Space Residential Industrial Schools Main Campus Private Institutions School Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) BACKGROUND 4 of 12 •August 2014 – Pacifica Christian first established at 883 West 15th Street •October 2017 – Increased enrollment & use of 1499 Monrovia Avenue as off-site parking •September 2021 – 1499 Monrovia Avenue zoning change from RM to PI •November 2021 – Increased enrollment to 305 students & 35 staff Use of both 1499 Monrovia Ave and 883 West 15th Street Authorized offsite parking at Coastline Community College Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) REQUEST 5 of 12 Current Proposed Number of Students 305 385 Number of Staff 35 50 Number of Parking Spaces 137 170 School Term August through June Weekdays No Change Hours 7:30 a.m. through 3 p.m.No Change •Conditional Use Permit - increase to school enrollment, authorize the use of offsite parking •Traffic Study - increase of 300 daily trips or greater within a 24-month period Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) TRAFFIC STUDY 6 of 12 •Current condition, UP2021-037, was approved in November of 2021 •Project will increase daily trips by 174 over the current condition •Project must be analyzed with UP2021-037 which results a combined increase of 434 average daily trips & therefore traffic study required •Traffic Study prepared by LSA Associates, reviewed & accepted by City Traffic Engineer No impacts to Level Of Service (LOS) at the 8 primary intersections studied Chapter 15.40.030(A) (Traffic Phasing Ordinance) of the NBMC requires projects that generate over 300 new trips within a 24-month period prepare a Traffic Study. Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) Site Number of parking spaces Main Campus 62 spaces Auxiliary Campus 40 spaces Coastline College 45 spaces 877 Production Place 23 spaces (staff only) Total 170 spaces +23 spaces greater than demand anticipated by the Parking Analysis prepared by Gibson Transportation, Inc. PARKING 7 of 12 Main Campus Auxiliary Campus Coastline College 877 Production Pl Maximum Walking Distance .33 miles (5-to-7-minute walk) Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) DROP-OFF AND PICK-UP 8 of 12 •Analysis of Pacifica’s drop- off/pick-up plan & management strategies included in the Parking Demand and Queuing Analysis •Applicant to share specific operational details Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) REQUIRED FINDINGS – USE PERMIT 9 of 12 Off-Site Parking 1.The parking facility is located within a convenient distance to the use it is intended to serve. 2.On-street parking is not being counted towards meeting parking requirements. 3.Use of the parking facility will not create undue traffic hazards or impacts in the surrounding area. 4.The parking facility will be permanently available, marked, and maintained for the use it is intended to serve. Increased Enrollment 1.The use is consistent with the General Plan and any applicable Specific Plan; 2.The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and Municipal Code; 3.The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity; 4.The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities; and 5.Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) CONDITIONS OF APPROVAL 10 of 12 •Condition no. 14 & 15 – Limits on maximum number of students and faculty •Condition no. 17 through 21 – Requirements to maintain off-site parking •Condition no. 23 – Requirement to implement the parking management strategies and drop-off/pick-up procedures of the Parking Analysis •Condition no. 26 – Limits on noise •Condition no. 41 – Requirement to amend operations to the satisfaction of the City Traffic Engineer and/or CDD Director if issues with school drop-off/pick-up, vehicle queuing within the public right-of-way, etc. arise Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) RECOMMENDATION 1)Conduct a public hearing 2)Find this project exempt from CEQA pursuant to Section 15301 under Class 1 (Existing Facilities) 3)Adopt Resolution No. PC2023-031 approving the Conditional Use Permit and Traffic Study 11 of 12 Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) QUESTIONS? Planning Commission, Public Hearing August 17, 2023 Joselyn Perez, Associate Planner 949-644-3312 jperez@newportbeachca.gov Planning Commission - August 17, 2023 Item No. 2f - Additional Materials Presented at the Meeting by Staff Pacifica Christian High School Enrollement Increase (PA2023-0078) Pacifica Christian School Project No. PA 2023-0078 Planning Commission August 17, 2023 Item 2 Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) School History •Pacifica Christian School opened in 2015 at 883 West 15th Street with a cap of 185 students and 18 faculty •In 2021, the City approved the new 1499 Monrovia Street campus and increased enrollment to 305 students and 35 faculty •Majority of classrooms now located at Monrovia campus •Arts, athletics and extra-curriculars located at 15th Street Campus Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Monrovia Campus 15th Street Campus Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Use Permit Request •Increase student enrollment from 305 to 385 •Increase faculty from 35 to 50 •Authorize additional offsite parking at Coastline Community College •Authorize new offsite parking at 877 Production Place Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Student Enrollment Increase •Requested increase is based: •Mission based – ensuring robust academic and extra- curricular offerings, and; •The financial viability of the school •Enrollment to be increased over time •316 students anticipated for 23-24 school year •No new classrooms or physical changes proposed Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Off-Site Parking Additional off-site parking – increases parking from 137 to 170 parking spaces •Increase in off-site parking at Coastline Community College from 35 to 45 spaces •New off-site parking at 877 Production Place •23 spaces for Staff only •Production Place for administrative offices Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Monrovia Campus 15th Street Campus Coastline CommunityCollege Production Place Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Student Parking •Student parking provided at Monrovia, 15th Street, Coastline Community College •Student Code of Conduct prohibits driving and parking on the street – monitored by school Staff •Parking Permits •Juniors and Seniors eligible •Limit of 1 parking permit per family •89 permits issued for 23-24 school year •Parking spaces assigned to reduce congestion Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Parking Study Prepared by Gibson Transportation Consultants (August 2023) in consultation with Public Works •Parking demand of 147 parking spaces identified based on number of students and faculty •Parking study concluded that parking demand met through on and off-site parking supply Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) School Parking Location Type Available Parking Monrovia Campus Student Parking 62 15th Street Campus Student Parking 40 Coastline Comm. College Student/Staff Parking 45 877 Production Place Staff Parking 23 Total Provided 170 Total Required 147 Parking Surplus 23 Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Traffic Phasing Ordinance Prepared by LSA (August 2023) and supervised by City •Eight study intersections selected by the City 1. Superior Avenue/Placentia Avenue 5. Newport Boulevard (Ramp)/Coast Highway 2. Newport Boulevard/Hospital Road 6. Riverside Avenue/Coast Highway 3. Orange Street/Coast Highway 7. Tustin Avenue/Coast Highway 4. Superior Avenue/Coast Highway 8. Dover Drive/Coast Highway •Net increase in 174 ADT •No traffic impacts identified Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Queuing Analysis Prepared by Gibson Transportation Consultants (August 2023) in consultation with Public Works •Conservative analysis - no reductions for late-start/early- dismissal or extracurricular activities •Recommended storage length is 550’ •The storage length provided is 725’ (450’ at Monrovia and 275’ at 15th Street) •Adequate storage between Monrovia and 15th Street campuses Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Neighbor Concerns •School contacted by nearby residents concerned about school traffic and parking •School leadership met with 2 residents on August 9 •Since that meeting, the school has identified 4 additional strategies to improve the efficiency of drop-off and pick-up •Condition of Approval 41 has been modified to allow the City’s Traffic Engineer or Community Development Director to monitor the traffic situation and adjust the queuing strategies as necessary Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Additional Queuing Strategies for 23-24 1.Staggered drop off/pick up by class level 2.Pick up will commence 10 minutes after school dismissal 3.Driveways closed until pick up time to discourage early queuing 4.Vehicles directed loop around if student is not ready for pick up to allow for cars to continue to circulate through the site Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078) Conclusion •Pacific Christian School committed to working with City Traffic Engineer, Community Development, and neighbors to address concerns •Reviewed and agree with all Conditions of Approval, as amended •Request approval of Use Permit consistent with Staff Recommendation Planning Commission - August 17, 2023 Item No. 2g - Additional Materials Presented at the Meeting Pacifica Christian Increased Enrollment CUP Amendment (PA2023-0078)