HomeMy WebLinkAboutPC2023-031 - 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 AVRESOLUTION 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 Use Permit No. UP2021-037 superseded Use Permit No. UP 2017-008 to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 Avenue 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.
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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.
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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,
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civic engagement, and social and spiritual activity that 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 campus of 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.
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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. Forty-five off-site parking spaces will be provided at Coastline Community College with an additional 23 off-site parking spaces
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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.
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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 at 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.
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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.
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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.
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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: Ellmore, Harris, Langford, and Rosene NOES: Salene
ABSTAIN: None
ABSENT: Barto and Lowrey
BY:_________________________ Curtis Ellmore, Chair
BY:_________________________
Tristan Harris, Secretary
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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.
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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 Pacifica Christian High School, as conditioned, or that would attract large crowds and 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.
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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 locations 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 fourty-five (45) off-street parking spaces for faculty
and staff parking at Coastline Community College and twenty-three (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.
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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 in the public right of way.
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.
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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 parking. 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.
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Planning Commission Resolution No. PC2023-031 Page 16 of 17
01-17-23
EXHIBIT “B”
PARKING ANALYSIS AND PARKING MANAGEMENT RECOMMENDATIONS
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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
ibson
transportation consulting, inc.
555 W. 5th Street, Suite 3375 Los Angeles, CA 90013 p. 213.683.0088 f. 213.683.0033
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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
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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.
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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.
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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).
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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.
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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.
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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.
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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.
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----------------0 • D D
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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]I --DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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]I --DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 SupplyI --DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
TABLE 4PACIFICA CHRISTIAN SCHOOL QUEUING SUMMARY - FUTURE CONDITIONS (MAXIMUM ENROLLMENT)Description Number 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 Enrollment 385 studentsTotal Vehicles [a] 385 vehicles15% Sibling Carpool Reduction(57) vehiclesNet Vehicles with Sibling Carpool Reduction 328Total Vehicles (Parking) [b] 94 vehiclesTotal Vehicles (Drop-Off/Pick-Up) [c] 234 vehicles1499 Monrovia (Main) Campus [d] 187 vehicles 5 0.25 0.5 9.4 18.7883 West 15th Street (Auxiliary) Campus [d] 47 vehicles 3 0.25 0.5 3.9 7.8Notes:[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]DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
Attachment
CUP No. UP2021-037
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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)
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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.
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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
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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.
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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.
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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.
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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
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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.
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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.
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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
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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.
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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.
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Planning Commission Resolution No. PC2023-031 Page 17 of 17
01-17-23
EXHIBIT “C”
TRAFFIC IMPACT ANALYSIS
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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.
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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
LSA
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TRAFFIC IMPACT ANALYSIS
AUGUST 2023
PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT
NEWPORT BEACH, CALIFORNIA
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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
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TRAFFIC IMPACT ANALYSIS
AUGUST 2023
PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT
NEWPORT BEACH, CALIFORNIA
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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
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TRAFFIC IMPACT ANALYSIS
AUGUST 2023
PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT
NEWPORT BEACH, CALIFORNIA
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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
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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.)
LSA
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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 VicinityMonroviaAveLSA $ c:::::J • DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DRIVEWAYS 021529,$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 IncreaseLSA 0 0 0 9 t~""""'-1 _____ Q ----1 I I I J ~-- - ---- - ---- - - - ---- -DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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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.
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TRAFFIC IMPACT ANALYSIS
AUGUST 2023
PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT
NEWPORT BEACH, CALIFORNIA
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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.
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DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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)
LSA
I I I I
I I I I
I I I I
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
35 / 625 / 1126 / 121 Superior Ave/Placentia Ave4 / 122 / 103 / 12 Newport Blvd/Hospital Rd11 / 516 / 33Orange St/Coast Hwy19 / 319 / 319 / 319 / 316 / 316 / 313 / 613 / 613 / 62 / 111 / 54 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)LSA FrogH ~seQ Costa Mesa Ceramics Q Q Stor•lt Self Storage Costa Mesa Behind the Lids aHeallng Collective COStaMe-saCA Tom's Place Shalimar Dr Trader Joe's 9 W 17th St Port I Ma,~ The Crack Shack Cosra Mesa AVA Newport(1 ft Lighthouse Y Community Church RVCA 9 Daydream 9 aDance DoJo Dance Costa Mesa DanuClasse-s II Hi-Time Wine Cellars Q CAVA W 16th St 1 c Carl's Jr Turner's PuiJJ33 ~ ,t"' -t)o,.. ii: ,# ,Q ,t,O,r ",, • o"'b v~_ J), Pacifica Christian High ..,..., School Orange County Newport Heights O a Piaya Mesa '<-a ~q'>4.. o,;, e -:..q(t-b Elementary T ;:;-" Kean Coffee~ Artisan Roasters T ~°Fa Santa River Count Beach River Jetties '<-.,. ~_!:..,~.., ~('; The Chicken Co9p' lfll"" br. ~"' ,,, Hospital Rd -C>,)a<S} ~o"" ~ 700,. Ci>qJ), .:,.q, Hoag Hospital m ,..,;FP'fj, ~-l ,,."'§, "l' <i.z.: <,, ,.,,., Grac,as Madre j'!'l Newport Beach T Sunset o'-?-Newport Bch T -'I:-#' ,,... ~<I! i?t:-?S •• ~tl' q,.o,. ll: Environmental Ridge Park ~ :,.,~v01 ~ -#' ,#.~c,1i,. .,,., .,. Nature Center , • s·JJ. c"''"' ... t'I; ~ "J} 'b'f' Newport HarborO Q .... • High School y ,.. "' Jack m the Bo. ' &'"' ~"' " 52nd St Jetty Y HoaQ..Sl, l!,\cntror \f' ¢~ ~~olir' -.t"' c::,l; Q ft Surf View Beach -Sterling BMW Y /" l' Bon Bakery ~IF ~vo,, ..,_ Lifeguard Hut Tower Y House Rentals "'-, .! ~ ,:t· s, ..,,,,_••• o/ -8: c Rusty Pelican. lt"-f ~Holiday Inn Express C\9'19 :,,,. 't. :t-9,. tianne,PI \a T Newport Beach, an IHG ~ ; \~""o Newport j f '\. ,,at<-"" Beach i J'¾, Lido House,,!111 McDonalds Autograph Collection Y ~~\~s ~~~~~n~~~s "1a Lid T~e Original Mama"' 0 D's ltahan Kitchen T Go gle '\ Bluewater Grill ._ _____________________________ ...., __ '\ • 29thSt WestUd Bayshore Marina Parking A DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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TRAFFIC IMPACT ANALYSIS
AUGUST 2023
PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT
NEWPORT BEACH, CALIFORNIA
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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
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TRAFFIC IMPACT ANALYSIS
AUGUST 2023
PACIFICA CHRISTIAN HIGH SCHOOL ENROLLMENT INCREASE PROJECT
NEWPORT BEACH, CALIFORNIA
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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.
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 8/2/2023LSA Costa Mesa Ceramics 9 Q Stor-lt Self Storage Costa Mesa Behind the Lids a~!~!1:.w.;i~ective Tom's Place'i) Port Sha/hnar Dr Trader Joe's 9 W17thSt M~~ AVANewportq ft Lighthouse Y Community Church C'o.r.,"-1,. 4e ~> 9~ '1.,<rr-.9'1.s,, J), ..... ~~ RVCA 9 Daydream 9 aoance DoJo Dance Cost.a Mesa Da~Classes Hi-Time Wine Cellars Q Mariners Park & VJ Community Center ~ Santa Ana River County A 1 BeachT River Jetties Sunset Ridge Park W 16th St I ~ a ~ .,, •Pacifica Christ~n High School Orange County • .,,, ..... lido House,~ Autograph Collection T Carl's Jr Turner's Puli.t33 ./' ,tJ ~ .0 -t,O,r O,r-'7 o,._'11 ;,¾_..,.J), Ji Newport Heights~ Elementary Y " ... ., Duffy Elee1r1c Boats Sales and Rentals. Vial.id, The Original Mama"' 0 , D's Italian Kitchen.,.,. Go gle " '\. Bluewater Grill '-,f ._ _____________________________ ___. ... '\ _ 2!11hSt Westltdo -~t.;; 0 Playa Mesa (C'"➔q .r, Kean Coffee ft Artisan Roasters T ~~ ... O' <, Grac1as Madre~ Newport Beach T c,estview Dr Bayshore Marina Parking A ~ <;? .. DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
55 / 63163 / 36512 / 3326 / 7330 / 166350 / 3481 Superior Ave/Placentia Ave34 / 62187 / 21244 / 110213 / 385159 / 97221 / 2262 Newport Blvd/Hospital Rd17 / 25882 / 265641 / 4834 / 472872 / 123534 / 373Orange St/Coast Hwy210 / 16077 / 40645 / 1193653 / 1915408 / 5571276 / 213134 / 361033 / 195465 / 129836 / 18487 / 261323 / 212127 / 35545 / 2132239 / 1177257 / 26849 / 81182 / 1402077 / 870130 / 1321932 / 14652021 / 14471801 / 1314275 / 1814 / 174 / 235 / 164 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)LSA Costa Mesa Ceramics Q Q Stor•lt Self Storage Costa Mesa Behind the Lids aHeallng Collective COStaMe-saCA Tom's Place Port Shalimar Dr Trader Joe's 9 W 17th St M~~ The Crack Shack Cos1a Mesa AVA Newportc,> ft Lighthouse Y Community Church RVCA 9 Daydream 9 aDance DoJo Dance Costa Mesa DanuClasse-s Hi-Time Wine Cellars Q CAVA W 16th St 1 c Carl's Jr Turner's PuiJJ33 ~ ~"' -t)o,.. ii: ,# ,Q ,t,O,r ",, • o"~ v~_ J} Pacifica Christian High ..,..., School Orange County Newport Heights O -~q(t-b Elementary T # i.r;. a Playa Mesa Kean Coffee~ Artisan Roasters T ~°Fa ~('; The chicken Co9p f br. .,.e ,,, Hospital Rd -C>,)a<S), ~o"" <i><i.r;. .:,.q, Hoag Hospital m ,..,;FP'fj, ~-l ,,."'§, "l' , .. ,., Grac,as Madre j'!'l Newport Beach T Sunset Ridge Park 0._?-Newport Bch T -'I:-#' QI: ~<I! i?t:-6 !,,~tl' ,.f~~-e,-a'.§.'~~01 ~ -#' ~r;, c,~ .,..,, Newport Harbor 0 1 • s;,_---1.. ___ ~--'->0 "'("'\ ,-,._ _/ J} ~" High School Y "'Jack m the Bo. \'J> cntror i6-,/ ~ J,'t' ~"' 52nd St Jetty y HoaQ.Sl, I!\ \l' ¢~ ~~01/r' ~,,, Environmental Nature Center q Q ft Surf View Beach -Sterling BMW Y /" l' Bon Bakery ~~ ~vo., ..,_ Lifeguard Hut Tower "T'House Rentals ~ ,! "' ~$+ StJa1JJt;isF.6 -8: c Rusty Pelican-<): ~.'--f ~Holiday Inn Express C\9'19 ~ 't-.-a_ :t-9,. tianne,PI 1,,.a T Newport Beach, an IHG ~ .,,_-v~I'> ~ !.ii °\. l ~ ~~~ ~ Lido House,~ Autograph Collection T "1a Lid T~e Original Mama"' 0 D's Italian Kitchen T Go gle Duffy Electric Boats Sales and Rentals '\ Bluewater Grill ._ _____________________________ ...., __ '\ • 29thSt WestUd McDonalds Bayshore Marina Parking A DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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)
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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.
LSA
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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
LEGENDLSA □
Costa
Mesa
o ege Hos ital
osta M
Newport
Beach
CRYSTAL! COVE
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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.
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
55 / 63165 / 37214 / 3926 / 7333 / 170350 / 3481 Superior Ave/Placentia Ave37 / 75189 / 22046 / 119225 / 405164 / 101222 / 2312 Newport Blvd/Hospital Rd17 / 25909 / 271541 / 4834 / 472924 / 126234 / 373Orange St/Coast Hwy212 / 16278 / 41669 / 1247696 / 1993416 / 5631361 / 224734 / 361107 / 206666 / 131894 / 19137 / 261408 / 223727 / 35553 / 2192286 / 1283260 / 27153 / 91192 / 1562134 / 908135 / 1402017 / 15792104 / 15531879 / 1412278 / 1864 / 174 / 235 / 164 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)LSA Costa Mesa Ceramics Q Q Stor•lt Self Storage Costa Mesa Behind the Lids a~!'.'~1~g~ective Tom's Place<J> Port Shalimar Dr Trader Joe's 9 W 17th St M~~ The Crack Shack Cosra Mesa AVA NewponCj> .. .., ft Lighthouse Y Community Church RVCA 9 Daydream 9 aDance DoJo Dance Costa Mesa Danu Classes Hi-Time Wine Cellars Q ' CAVA' (!l.s-,.(!1,,.1} .. .. ~ 4-Frog House y ~ Jf.,o~ A.0£! Cuc <J'>40~ Santa Ana River County Beach River Jetties Sunset Ridge Park W 16th St a "1a Lid T~e Original Mama~ 0 D's Italian Kitchen T Go gle '\ Bluewater Grill ._ _____________________________ ....,;.;,_ '\ • 29thSt WestUd i;'<:-,._'> Playa Mesa -1:o. ~,. .. ~ ~~#' <.<'_,--}~ .s, Kean Coffee ft Artisan Roasters T ~~o,., "'<., Grac1as Madre l!l Newpon Beach T Environmental Nature Center q Bayshore Marina Parking A DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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)LSA DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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)LSA DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
55 / 63200 / 37814 / 3926 / 7358 / 181376 / 3601 Superior Ave/Placentia Ave37 / 75193 / 22146 / 119247 / 415167 / 102222 / 2312 Newport Blvd/Hospital Rd17 / 25920 / 272041 / 4834 / 472940 / 126534 / 373Orange St/Coast Hwy231 / 16578 / 41669 / 1247696 / 1993416 / 5631380 / 225034 / 361123 / 206966 / 131913 / 19167 / 261427 / 224027 / 35569 / 2222299 / 1289260 / 27153 / 91194 / 1572134 / 908135 / 1402030 / 15852117 / 15591890 / 1417278 / 1864 / 174 / 235 / 164 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)LSA Costa Mesa Ceramics Q Q Stor•lt Self Storage Costa Mesa Behind the Lids a~!'.'~1~g~ective Tom's Place<J> Port Shalimar Dr Trader Joe's 9 W 17th St M~~ The Crack Shack Cosra Mesa AVA NewponCj> .. .., ft Lighthouse Y Community Church RVCA 9 Daydream 9 aDance DoJo Dance Costa Mesa Danu Classes Hi-Time Wine Cellars Q ' CAVA' (!l.s-,.(!1,,.1} .. .. ~ 4-Frog House y ~ Jf.,o~ A.0£! Cuc <J'>40~ Santa Ana River County Beach River Jetties Sunset Ridge Park W 16th St a "1a Lid T~e Original Mama~ 0 D's Italian Kitchen T Go gle '\ Bluewater Grill ._ _____________________________ ....,;.;,_ '\ • 29thSt WestUd i;'<:-,._'> Playa Mesa -1:o. ~,. .. ~ ~~#' <.<'_,--}~ .s, Kean Coffee ft Artisan Roasters T ~~o,., "'<., Grac1as Madre l!l Newpon Beach T Environmental Nature Center q Bayshore Marina Parking A DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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.
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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.
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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
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1~%~1 c:::::::::J*c:::::::::J I I I I I I ,J 1 L, ,J l L, i i I I I I •1 T ,' ◄1 T ,' I 1~1 I I . I c:::::::::J c:::::::::J I 1~1 I I . I c:::::::::J c:::::::::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c::::::J~c::::::J I I I I I I c::::::J~c::::::J I I I I I I ,J l L, i i I I I I ◄1 T ,' ◄1 T ,' I 1~1 I I . I c::::::J c::::::J I 1~1 I I . I c::::::J c::::::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c::::::J*c::::::J I I I I I I c::::::J*c::::::J I I I I I I ,J l L, ,J l L, i i I I I I 'l T ,• ◄1 T ,' I 1~1 I I . I c::::::J c::::::J I 1~1 I I . I c::::::J c::::::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c:::::::::J*c:::::::::J I I I I I I c:::::::::J*c:::::::::J I I I I I I ,J l L, i i I 1 I I ◄1 T ,' ◄1 T ,' I 1~1 I I . I c:::::::::J c:::::::::J I 1~1 I I . I c:::::::::J c:::::::::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1~%~1 c:::::::::J*c:::::::::J I I I I I I ,J 1 L, ,J l L, i i I I I I •1 T ,' •1 T ,' I 1~1 I I . I c:::::::::J c:::::::::J I 1~1 I I . I c:::::::::J c:::::::::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c:::::::::J*c:::::::::J I I I I I I c:::::::::J*c:::::::::J I I I I I I ,J l L, ,J l L, i i I 1 I I ◄1 T ,' ◄1 T ,• I 1~1 I I . I c:::::::::J c:::::::::J I 1~1 I I . I c:::::::::J c:::::::::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1~%~1 c:::::::::J*c:::::::::J I I I I I I ,J 1 L, ,J l L, i i I I I I •1 T ,' •1 T ,' I 1~1 I I . I c:::::::::J c:::::::::J I 1~1 I I . I c:::::::::J c:::::::::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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. 92780I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1~?~1 C:::J * C:::J I I I I I I ,J 1 L, ,J l L, i i I I I I ◄1 T ,' ◄1 T ,' I 1~1 I I . I C:::J C:::J I 1~1 I I . I C:::J C:::J DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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 DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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.
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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
LSA
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
Approved Projects
DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1
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DocuSign Envelope ID: 20E1864C-3D03-409B-8D2C-CA7179526DA1