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3.0_Sage Hill Middle School_PA2022-0277
CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT December 7, 2023 Agenda Item No. 3 SUBJECT: Sage Hill Middle School (PA2022-0277) ▪ Major Site Development Review ▪ Minor Use Permit ▪ Traffic Study SITE LOCATION: 20402 Newport Coast Drive APPLICANT: Sage Hill School OWNER: Sage Hill School PLANNER: Jenny Tran, Assistant Planner 949-644-3212 or jtran@newportbeachca.gov PROJECT SUMMARY Sage Hill School requests approval of a major site development review, minor use permit, and traffic study to construct a new three-story, 38,658-square-foot middle school (i.e., grades 7-8) and gymnasium building on the northern portion of the existing campus and to increase student enrollment from 600 to 750 students to accommodate the new middle school. The proposed structure would exceed the remaining 20,166 square feet authorized by the original Use Permit; therefore, the request includes an amendment to increase the total floor area on-site by 18,492 square feet for a total of 160,392 square feet. The proposed middle school and gymnasium building includes eight classrooms, a café, offices, storage rooms, outdoor learning areas, and approximately 824 bleacher seats within the gymnasium. The proposed project also includes nighttime lighting and landscaping improvements for the existing baseball field as well as landscaping improvements around new construction. Lastly, the project includes improvements to Newport Coast Drive to extend the existing left turn lane at the intersection of Newport Coast Drive and the Coyote Canyon Landfill Renewable Energy Facility (REF) to improve queuing capacity. No changes are proposed to the existing high school facilities (i.e., grades 9-12), which will continue to be regulated by Use Permit No. PA97-0173 approved by the County of Orange prior to the City annexing the Newport Coast Area in 2000. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) and under Section 1 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 2 15314 under Class 14 (Minor Additions to Schools) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 3)Adopt Resolution No. PC2023-042 approving a Major Site Development Review, Minor Use Permit, and Traffic Study (Attachment No. PC 1). 2 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 3 VICINITY MAP GENERAL PLAN ZONING LOCATION GENERAL PLAN ZONING CURRENT USE ON-SITE PI (Private Institutions) PI (Private Institutions) Sage Hill High School NORTH OS (Open Space) OS (Open Space) Vacant SOUTH OS OS Vacant, closed landfill, Coyote Canyon Renewable Energy Fac EAST City of Irvine City of Irvine Residential and State Route 73 (SR-73) WEST OS OS Vacant, closed landfill Subject Property Proposed Expansion Area 3 INTENTIONALLY BLANK PAGE4 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 4 INTRODUCTION Project Setting As identified in the preceding Vicinity Map, the project site is a 28.41-acre parcel on the outskirts of Newport Coast adjacent to State Route 73 and the City of Irvine. It is developed with a private high school (Sage Hill School) that began development in the late 1990s and opened in 2000. To the west of the high school, across Newport Coast Drive, is vacant land that was once the Coyote Canyon Landfill that operated from 1963 until it was closed in 1990. Currently, this area remains undeveloped. To the south of the high school is a portion of the closed landfill and the Coyote Canyon Landfill Renewable Energy Facility (REF) where future development of a renewable energy facility related to the closed landfill is being considered. Sage Hill School is predominantly surrounded by land that is designated as Open Space intended to maintain and protect the community’s natural open space resources and to maintain and protect landscaped open space areas located within residential and nonresidential development, where no further development is allowed. Background and Use Permit History Prior to late 2000, the property was in unincorporated territory under the jurisdiction of the County of Orange. The County of Orange Planning Commission approved Use Permit No. PA97-0173 on November 3, 1998, to establish a private high school (Sage Hill School) for grades 9 through 12. The approved use permit allowed for several structures that totaled 141,900 square feet and student enrollment up to 600 students. The project site was within the A-1 (General Agricultural) Zone that allowed for a maximum building height of 35-feet. Along with the Use Permit, a Zone Change, ZC 97- 07 (Ordinance No. 98-19) was approved to rezone the property to the A1/65 (General Agricultural/65 Feet Building Height) zone to allow for an increased building height of 65 feet. The high school was expected to be built out in phases over an estimated period of five years. The use permit included Negative Declaration No. PA970173 to satisfy California Environmental Act (CEQA) requirements. On September 26, 2000, the property was annexed to the City of Newport Beach and the school opened for the 2000-2001 school year. Several Staff Approvals evaluating consistency with planned construction and the original use permit have been approved by the City since 2007 allowing for the gradual buildout of the school: • On March 27, 2007, the Planning Director approved Planning Director’s Use Permit No. UP2007-002 to allow the installation of permanent stadium lights to replace the existing temporary stadium lights that illuminated the stadium nighttime activities. Two lights at 70 feet tall were proposed on the east side of 5 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 5 the stadium and two lights at 80 feet tall were proposed on the west side of the stadium. • On November 21, 2007, the Planning Director approved Staff Approval No. SA2007-017 to allow the addition of an Arts Center to an existing building. The Staff Approval reallocated 6,298 square feet that was intended for a Mini- Gym/Fitness/Facilities building to the Arts Center that was allocated 24,472 square feet for a total of 30,770 square feet. The total square footage for the campus was found to be in substantial conformance with the 141,900 square feet approved in Use Permit No. PA97-0173. • On July 31, 2008, the Planning Director approved Staff Approval No. SA2008- 004 to allow the installation of two relocatable trailer/structures for temporary facilities during the construction of permanent school facilities. The temporary facilities housed construction project related activities and classroom activities that were displaced by the construction project approved in Staff Approval No. SA2007-017. • On June 22, 2015, the Community Development Director approved Staff Approval No. SA2015-006 to allow for a revised location for a tennis complex and aquatics center. Additionally, the school proposed to expand the grades offered from 9 through 12 to kindergarten through 12. No increase in student enrollment was proposed but the faculty staff increased from 75 to 99 staff. Although the expansion to offer additional grade levels was approved, Sage Hill is currently only a high school. • On November 9, 2017, the Community Development Director approved Staff Approval No. SA2017-010 to allow a 1,434-square-foot addition to the existing school library resulting in a floor area of 15,606 square feet. The addition to the library brought the total square footage of the campus to 121,734 square feet that was still below the maximum allowed by the County-issued Use Permit. As part of the City’s response to the COVID-19 Pandemic, on September 16, 2020, the Community Development Director approved Emergency Temporary Use Permit No. UP2020-153 to allow a temporary outdoor sports court within the parking lot. On October 15, 2021, the Community Development Director approved Staff Approval No. SA2021-004 to allow the existing temporary outdoor sports court to be made permanent in the school’s parking lot. While the sports court removed 42 parking spaces, adequate parking for the school is provided. Project Description 6 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 6 The applicant requests approval of a major site development review, minor use permit, and traffic study to allow the following: • To increase student enrollment from 600 to 750 students; • To construct a new three-story, 38,658-square-foot middle school (i.e., grades 7- 8) and gymnasium building on the northern portion of the existing campus; • To increase the total square footage allowed for the campus from 141,900 square feet to 160,392 square feet; • To include nighttime lighting and landscaping improvements for the existing baseball field as well as landscaping improvements for the new school and gymnasium building; • To improve Newport Coast Drive by extending the existing left turn lane at the intersection of Newport Coast Drive and the Coyote Canyon Landfill Renewable Energy Facility (REF). Figure 1 – Partial Site Plan showing the area of proposed expansion Figure 1 above shows the location of the proposed middle school and gymnasium on the northern portion of the campus as well as the existing baseball field where new nighttime lighting is proposed. The applicant is not proposing any changes to the existing high school facilities (i.e., grades 9 through 12) which will continue to be regulated by Use Permit No. PA97-0173. The middle school facilities and gymnasium will be regulated concurrently with this minor use permit, should it be approved. Proposed Middle School and Gymnasium Existing Baseball Field 7 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 7 Table 2 below summarizes the square footage of existing and proposed development for the site. Table 2 – Development Summary Phase I (PA97-0173) Phase II (SA2007-017) Phase III (SA2015-006) Phase IV (Proposed Project) Buildings A, B, C, D 74,313 SF 74,313 SF 74,313 SF 74,313 SF Library Remodel (Building B) - - - 1,434 SF Math/Science Center - 12,689 SF 12,689 SF 12,689 SF Art Center - 30,181 SF 30,181 SF 30,181 SF Mini- Gym/Fitness/Facilities - - - - Aquatics Center - - 3,087 SF 3,087 SF Guardhouse - - 30 SF 30 SF Proposed Middle School and Gymnasium - - - 38,658 SF Total Development Summary 74,313 SF 117,183 SF 120,300 SF 160,392 SF Maximum Allowed SF 141,900 SF 141,900 SF 141,900 SF 160,392 SF DISCUSSION General Plan The property is categorized as Private Institutions (PI) by the General Plan Land Use Element, which 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 comparable facilities. The Project includes the construction of a new middle school and gymnasium at an existing private high school campus, Sage Hill School. The private school is allowed with approval of a minor use permit. The following Land Use Policies support the project: • Land Use Policy LU 6.1.1 (Adequate Community Supporting Uses) of the Land Use Element of the General Plan is intended to accommodate schools, government administrative and operational facilities, fire stations and police facilities, religious facilities, schools, cultural facilities, museums, interpretive centers, and hospitals to serve the needs of Newport Beach’s residents and businesses. Residents are served by a variety of middle school programs and facilities by the Newport Mesa Unified School District and private schools, and 8 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 8 the Project will provide an additional private middle school institution to serve residents within the City and region. • Land Use Policy LU 6.1.3 (Architecture and Planning that Complements Adjoining Uses) of the Land Use Element of the General Plan is intended to ensure the City’s public buildings, sites, and infrastructure are designed to be compatible in scale, mass, character, and architecture with the district or neighborhood in which they are located, following the design and development policies for private uses specified by this Plan. Although the project is a private institution, it will implement designs for the proposed building that match the architectural design of the existing high school and the height of the adjacent science building. Figure S4 of the General Plan Safety Element identifies the area as being subject to increase wildfire risks due to the location and the type and condition of vegetation, topography, weather, and structure density that potentially increases the possibility of wildland fires. In those areas identified as susceptible to wildland fire, the Fire Department enforces locally developed regulations which reduce the amount and continuity of fuel (vegetation) available, firewood storage, debris clearing, proximity of vegetation to structures and other measured aimed as “Hazard Reduction.” The applicant has submitted a Fuel Modification Plan to the Fire Department which is aimed at reducing fire encroachment into structures from adjacent vegetation. A condition of approval has been included to obtain final approval of the Fuel Modification Plan from the Fire Department and to implement the plan through design, construction and ongoing maintenance. Zoning Code The property is in the Private Institutions (PI) Zoning District which is intended to provide for areas appropriate for privately owned facilities that serve the public, including places for assembly/meeting facilities, congregate care homes, cultural institutions, health care facilities, marinas, museums, private schools, yacht clubs, and comparable facilities. The project includes the construction of a new middle school and gymnasium at an existing private high school campus, Sage Hill School. The private school is allowed with approval of a minor use permit. Height Prior to annexation of the property into the City, the County of Orange approved Zone Change No. ZC 97-07 (Ordinance No, 98-19), on December 15, 1998, to rezone the Property from the “A1 (General Agricultural)” District to the “A1/65 (General Agricultural/65 Feet Building Height)” District. The Zone Change increased the allowed 9 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 9 height of the proposed buildings from 35 feet to 65 feet and Use Permit PA97-0173 allowed structures accordingly. The City zoned the school property Government, Educational, and Institutional Facilities District (GEIF) upon annexation in 2000. The maximum allowed height was 32 feet by right and up to 50 feet through a Use Permit. In 2010, the property was rezoned Private Institutions (PI) as part of the City’s comprehensive update of the Zoning Code after the 2006 General Plan Update. The PI Zoning District of the NBMC has a maximum building height of 32 feet for a flat roof and 37 feet for a sloped roof for properties outside of the Shoreline Height Limitation Zone. The height of the proposed structure is approximately 55 feet. In both previous rezone cases, it was not the intent of the City to reduce existing or proposed building heights or to make existing buildings legal nonconforming. The height authorized by the County’s Zone Change was inadvertently excluded during the annexation process and subsequent rezone to PI. In Staff’s view, the maximum building height for the Property is 65 feet as established by County of Orange Zone Change No. ZC 97-07 and County Use Permit No. PA97-0173. Applying the lower height limit of the PI zone would be contrary to the vested rights established by Use Permit No. PA97- 0173. A condition of approval has been included to restrict the maximum building height to be 65 feet. Additionally, no changes to the original County Use Permit No. PA97- 0173 that authorized the development is proposed. The property has a maximum floor area to land ratio (FAR) of 0.50. The property is approximately 1,237,588 square feet (28.41 acres), and the project consists of 160,392 square feet of gross floor area, including the existing high school. Therefore, the Project has a proposed FAR of 0.13, which complies with the maximum 0.50 FAR limit. The minimum setbacks required for the Property are established by the minor use permit. The setbacks for the proposed structure will be consistent with the approved plans as part of this Use Permit. The proposed middle school and gymnasium structure is not proximate to any adjacent development except for existing school buildings and State Route 73. The proposed plans provide adequate access for the Fire Department and it provides for wildfire risk mitigation. Parking Section 20.40.040 (Off-Street Parking Spaces Required) of the NBMC requires parking spaces for schools, public and private, to be determined by use permit. At the time the original Use Permit No. PA97-0173 was approved by the County of Orange for Sage Hill School, the parking rate required pursuant to the County of Orange Zoning Code Section 7-9-145 was one parking space for each member of the faculty and each employee, plus one space for every six full-time students regularly enrolled. Based on student count and administration personnel at the time of approval, the required parking spaces was 161. The current County of Orange Zoning Code Section 7-9-70.6, would 10 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 10 require slightly fewer parking spaces: one parking space for each full-time equivalent faculty and staff, plus one for each eight full-time equivalent students regularly enrolled. Further, using the County of Orange Zoning Code as a reference, the required parking rate for a middle school is two parking spaces for each classroom plus loading and unloading space for student drop-off and school buses. The expected number of faculty/staff for the expanded school campus is 113. The required parking will range depending on how many of the 750 students are enrolled in high school. However, the maximum required parking spaces if all 750 students are enrolled in high school is 254 parking spaces and the campus provides 466 parking spaces which more than exceeds the required parking using the County Code as a guide. Additionally, the existing surface parking lot and driveways provides areas for student drop-off/pick-up and school buses as required. Parking at the school has not been a historic issue and the increase staff and enrollment with the proposed middle school shouldn’t significantly increase routine parking demands beyond the ability of the existing supply. Table 2 – Parking Requirement Parking Rate1 Required High School 1 per 6 students 125 Middle School 2 per classroom 16 Faculty/Staff 1 per faculty/staff 113 Total Required 254 Total Provided 466 Major Site Development Review Findings In accordance with Section 20.52.080(F) (Site Development Reviews – Findings and Decision) of the NBMC, the Planning Commission must also make the following findings for approval of a Major Site Development Review: 1. The proposed development is allowed within the subject zoning district; 2. The proposed development is in compliance with all of the following applicable criteria; i. Compliance with this section, the General Plan, Title 20 (Planning and Zoning) of the NBMC, any applicable specific plan, and other applicable criteria and policies related to the use or structure; ii. The efficient arrangement of structures on the site and the harmonious relationship of the structures to one another and to other adjacent 1 Parking pursuant to County of Orange Zoning Code Section 7-9-145 and Section 7-9-70.6 11 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 11 developments; and whether the relationship is based on standards of good design; iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on site and adjacent developments and public areas; iv. The adequacy, efficiency, and safety of pedestrian and vehicular access, including drive aisles, driveways, and parking and loading spaces; v. The adequacy and efficiency of landscaping and open space areas and the use of water efficient plant and irrigation materials; and vi. The protection of significant views from public right(s)-of-way and compliance with Section 20.30.100 (Public View Protection) of the NBMC. 3. Not detrimental to the harmonious and orderly growth of the City, nor endangers, jeopardizes, or otherwise constitutes a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed development. Staff believes that facts to support the findings exist to approve the site development review and are discussed in detail in the attached draft resolution (Attachment No. PC 1). The proposed structure will be designed to match the façade and material of the existing high school. Additionally, the location of the school is relatively isolated where it is not expected to visually impact residential neighborhoods. The school is most visible from the SR-73 on-ramp and Figure 2 below shows the existing high school and a rendering of the proposed middle school/gymnasium building. The design of the building includes finishing that matches the material and muted color of the existing structures. The design incorporates a flat roof and matches the height of the adjacent buildings. Additional renderings are provided in Attachment No. PC 3 showing views from several angles where there are little to no visual impacts from the proposed structure. 12 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 12 Figure 2 – Site photos and rendering of the existing and future conditions as seen from the SR-73 on-ramp Minor Use Permit Review Findings In accordance with Section 20.52.020(F) (Use Permit, Required Findings) of the NBMC, the Planning Commission must also make the following findings for approval of a Minor Use Permit: 1. The use is consistent with the General Plan and any specific plan; 2. The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and Municipal Code; 3. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity; 4. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities; 5. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise Existing Future 13 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 13 constitute a hazard to the public convenience, health, interest, safety, or general welfare or persons residing or working in the neighborhood of the proposed used. Staff believes that facts to support the findings exist to approve the minor use permit and are discussed in detail in the attached draft resolution (Attachment No. PC 1). The project is consisted with the purpose and intent of the Private Institutions (PI) General Plan Land Use as well as the development standards of the Private Institutions (PI) Zoning District and previous County of Orange entitlements including building height. The closest facility is the Coyote Canyon REF approximately 1,200 feet south of the Property, which is a closed landfill. Additionally, the closest residential neighborhood is approximately 700 feet across State Highway 73. The Property is generally remote, and the Project is compatible with the allowed uses within the vicinity and is also designed to be compatible with the existing high school on the same campus. Traffic Study In accordance with Section 15.40.030(A) (Traffic Phasing Ordinance – Standards for Approval – Findings – Exemptions) of the NBMC, the Planning Commission must also make the following findings for approval of a Traffic Study: 1. That a traffic study for the project has been prepared in compliance with the NBMC Chapter 15.40 (Traffic Phasing Ordinance) and Appendix A; 2. 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: i. 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. ii. 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. 3. 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. A traffic study, titled “Traffic Impact Analysis – Sage Hill School Expansion Project” dated October 2023 (Traffic Impact Analysis), which is attached as Exhibit “B” of the draft resolution (Attachment No. PC 1) was prepared by LSA under the supervision of the City Traffic Engineer in compliance with Chapter 15.40 (Traffic Phasing Ordinance) and Appendix A (Administrative Procedures for Implementing the Traffic Phasing Ordinance) of the NBMC. 14 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 14 The Traffic Impact Analysis included nine 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 proposed Project could be implemented without adversely affecting the nine study intersections and the addition of traffic would not create LOS impacts. Because the project will neither cause an unsatisfactory LOS nor make worse an unsatisfactory LOS at any impacted intersection, no improvements or mitigation are necessary. Additionally, the project is exempt from CEQA pursuant to Section 15301 under Class 1 (Existing Facilities) and under Section 15314 under Class 14 (Minor Additions to Schools) and, therefore no Vehicle Miles Traveled analysis is required. Queuing Analysis A Queuing Analysis was prepared by Gibson Transportation Consulting, Inc. dated September 27, 2023, at the request of the Public Works Department (Attachment No. PC 4) due to concerns the enlarged campus could create vehicle access issues with pickup and drop off. The analysis examined both the driveway located on the Property and the storage capacity of the southbound left-turn lane (SBL) at the intersection of Newport Coast Drive and the Coyote Canyon REF. This intersection is used for u-turn movements as left turns from the southbound Newport Coast Drive to the main school driveway are not permitted given the proximity to the State Route 73. The analysis observed drop-off/pick-up periods between 7 a.m. to 10 a.m. and between 2 p.m. to 5 p.m. on three separate days. Based on the existing student enrollment, the peak queueing for vehicles in the driveway was 29 vehicles. The future conditions based on maximum student enrollment is projected to be 40 vehicles queued in the driveway. The report concluded that the existing driveway has a storage capacity of approximately 80 vehicles which is sufficient for future conditions. The analysis also examined the SBL within the same observation periods and an average of 18.2 vehicles were queued in the SBL. With the increase in student enrollment, an average 25.2 vehicles will use the SBL. The existing SBL has a storage capacity of six vehicles and it is insufficient for current and future conditions. Figure 3 below shows the existing and future conditions of the SBL based on the worst-case scenario with maximum enrollment. 15 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 15 Figure 3 – Existing and Future SBL Conditions Further, the hours for the high school will begin at 8 a.m. and conclude at 3 p.m., while the middle school will begin at 8:30 a.m. and conclude at 3:30 p.m. The staggered start and end times for the high school and middle school is intended to lessen the impact of vehicular demand with the increased enrollment. The analysis also concluded that the Public Works Department will review and adjust the signal timing at the intersections to improve SBL operational efficiency to further limit the impacts on the SBL queueing. Given the staggered starts and signal timing adjustments, the SBL would not be able to accommodate the increase in vehicular demand and queueing anticipated, changes to the left-turn lane capacity in Newport Coast Drive was examined. The engineers believe 16 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 16 the median can be modified to extend the SBL by 400 feet for a total length of approximately 550 feet to safely accommodate the average queue. The existing landscaping in the median will be lost and the City’s entry sign will need to be repositioned. Condition of Approval No. 41 has been included to ensure that improvements will be completed to increase the storage capacity of the SBL all at the applicant’s expense. Landscaping and Lighting A Biological Resources Update and Potential Effects Associated with Fuel Modification Plan technical memorandum was prepared by Glenn Lukos Associates, Inc. dated November 8, 2023 (Attachment No. PC 5) to address potential impacts of the project. The memorandum states that the removal of vegetation associated with the Fuel Modification Plan shall be conducted outside of avian breeding season (generally February – July), or a pre-removal survey should be conducted to confirm the absence of nesting birds. Additionally, the memorandum indicated that the trees on site represent potential roosting habitat for western mastiff bats and removal of suitable trees should be conducted outside of the maternity roosting season (June – August). The project is conditioned to comply with the recommendations of the memorandum to avoid potential biological impacts. The biological assessment concluded that the Fuel Modification Zone (FMZ) was originally landscaped, even noting that this is a transition planting between the Natural Communities Conservation Plan (NCCP) zone and the campus, including some ornamental plants. None of the species in these two zones comprised any coastal sage scrub. The FMZ planting will not include any Cal-IPC listed plants. A photometric analysis was provided and determined that the nighttime lighting proposed for the baseball field will not result in light spillage that would result in significant impacts on the coastal sage scrub within the NCCP boundaries. The light spillage for the areas adjacent to the NCCP area is 0.1-foot candles or less, which is the threshold where no significant impacts would occur. Summary and Alternatives In conclusion, the proposed project is consistent with the City’s goals and objectives of the General Plan. The middle school will provide an additional private middle school institution to serve residents within the City and region as well as provide an institution to assist students in transitioning into the high school located on the same campus. Staff believes the findings for approval can be made to support the proposed project and the facts in support of the required findings are presented in the draft Resolution (Attachment No. PC 1). The following alternatives are available to the Planning Commission should it feel the facts are not in evidence of support for the project application: 17 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 17 1. The Planning Commission may suggest specific project modifications or operational changes that are necessary to alleviate concerns. If the changes are substantial, the item should be continued to a future meeting to allow redesign of the project; or 2. If the Planning Commission does not believe the facts in support of findings can be made, the Planning Commission may deny the application request. Environmental Review This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) and under Section 15314 under Class 14 (Minor Additions to Schools) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3 because it has no potential to have a significant effect on the environment. Class 1 exempts projects involving the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use. Specifically, 15301(c) exempts work on existing highways and streets, sidewalks, gutters, bicycle, and pedestrian trails, and similar facilities. The proposed project includes the extension of an existing left turn pocket on Newport Coast Drive that would not result in the expansion of the existing roadway, nor would it create additional automobile lanes. Class 14 exempts projects within existing school grounds where the addition does not increase the original student capacity by more than 25 percent or ten classrooms, whichever is less. The maximum approved student capacity is 600 students, and the project is requesting to increase the capacity by 150 students, which is a 25 percent increase. The project requests to add an additional eight classrooms for the middle school which is less than the ten classrooms allowed in this exemption. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. There are no unusual circumstances at the proposed project site that would result in a significant effect on the environment. Specifically, there will be no impacts to biological resources resulting from construction of the new building, fuel modification improvements, or nighttime baseball field lighting. A Biological Resources Update and Potential Effects Associated with Fuel Modification Plan technical memorandum was prepared by Glen Lukos Associates, dated November 8, 2023, that evaluated potential 18 Sage Hill Middle School (PA2022-0277) Planning Commission, December 7, 2023 Page 18 biological impacts related to the proposed project and the fuel modification area. The biological assessment concluded that the Fuel Modification Zone (FMZ) was originally landscaped, even noting that this is a transition planting between the Natural Communities Conservation Plan (NCCP) zone and the campus, including some ornamental plants. None of the species in these two zones comprised any coastal sage scrub. The FMZ planting will not include any Cal-IPC listed plants. This fuel modification area has always been a maintained landscaped zone and the FMZ plantings will not include any invasives that would have the potential to change the coastal sage scrub conditions adjacent to the toll road. The Biological Report also states that the proposed baseball field lighting would not results in impacts to the adjacent NCCP areas. Therefore, the project does not include any unusual circumstances that would result in a significant effect on the environment. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways) including the applicant, and posted on the subject property at least 10 days before the scheduled meeting, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the city website. Prepared by: ____________________________ Jenny Tran Assistant Planner Submitted by: LAW/jt ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 Applicant’s Project Description PC 3 Site Photos and Renderings PC 4 Queueing Analysis PC 5 Biological Resources Update and Potential Effects Associated with Fuel Modification Plan Memorandum PC 6 Project Plans 19 INTENTIONALLY BLANK PAGE20 Attachment No. PC 1 Draft Resolution with Findings and Conditions 21 INTENTIONALLY BLANK PAGE22 RESOLUTION NO. PC2023-042 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH, CALIFORNIA APPROVING A MAJOR SITE DEVELOPMENT REVIEW, MINOR USE PERMIT, AND TRAFFIC STUDY TO INCREASE STUDENT ENROLLMENT AND CONSTRUCT A NEW MIDDLE SCHOOL AND GYMNASIUM BUILDING FOR SAGE HILL SCHOOL LOCATED AT 20402 NEWPORT COAST DRIVE (PA2022-0277) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Sage Hill School (“Applicant”), concerning property located at 20402 Newport Coast Drive, and legally described as Parcel 1 of Parcel Map No. 97-200 (“Property”) requesting approval of a Major Site Development Review, Minor Use Permit, and Traffic Study. 2. The County of Orange Planning Commission approved Use Permit No. PA97-0173 on November 3, 1998, to establish a private high school (Sage Hill School). The approved use permit allowed for several structures that totaled 141,900 square feet and student enrollment up to 600 students. Of the 141,900 square feet that was approved, the existing structures total 121,734 square feet with 20,166 square feet remaining under the existing use permit. The County of Orange approval also established a height limit for the property of 65 feet. 3. The Property was annexed to the City of Newport Beach (“City”) on September 26, 2000. Subsequently, the City issued several Staff Approvals for the continued buildout of Sage Hill School for development that was in substantial conformance with Use Permit No. PA97-0173. Additionally, Staff Approval No. SA2015-006 authorized the school to offer education for grades K-12. 4. The Applicant requests approval of a major site development review, minor use permit, and traffic study to increase student enrollment from 600 to 750 students and to construct a new three-story, 38,658-square-foot middle school (i.e., grades 7-8) and gymnasium building for Sage Hill School on the northern portion of the existing campus (“Project”). The proposed structure would exceed the remaining 20,166 square feet authorized by Use Permit No. PA97-0173, therefore, the request includes an amendment to increase the total floor area on-site by 18,492 square feet for a total of 160,392 square feet. The proposed middle school and gymnasium building includes eight classrooms, a café, offices, storage rooms, outdoor learning areas, and approximately 824 bleacher seats within the gymnasium. The Project also includes nighttime lighting and landscaping improvements for the existing baseball field and the new school and gymnasium building. Lastly, the Project includes improvements to Newport Coast Drive to extend the existing left turn lane at the intersection of Newport Coast Drive and the Coyote Canyon Landfill Renewable Energy Facility (REF), which is intended to improve queuing capacity. No changes are 23 Planning Commission Resolution No. PC2023-042 Page 2 of 21 01-17-23 proposed to the existing high school facilities (i.e., grades 9-12) which will continue to be regulated by Use Permit No. PA97-0173. 5. The subject property is designated Private Institutions (PI) by the General Plan Land Use Element and is located within the Private Institutions (PI) Zoning District. 6. The Property is not located within the coastal zone. 7. A public hearing was held on December 7, 2023, in the Council Chambers at 100 Civic Center Drive, Newport Beach. A notice of the time, place, and purpose of the hearing was given in accordance with California Government Code Section 54950 et seq. (“Ralph M. Brown Act”) and Chapters 20.62 and 21.62 (“Public Hearings”) of the Newport Beach Municipal Code (“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. The Project is exempt from the California Environmental Quality Act (CEQA) under Section 15301 under Class 1 (Existing Facilities) and under Section 15314 under Class 14 (Minor Additions to Schools) 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. Class 1 exempts projects involving the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use. Specifically, 15301(c) exempts work on existing highways and streets, sidewalks, gutters, bicycle, and pedestrian trails, and similar facilities. The Project includes the extension of an existing left turn pocket on Newport Coast Drive that would not result in the expansion of the existing roadway nor would it create additional automobile lanes. 3. Class 14 exempts projects within existing school grounds where the addition does not increase the original student capacity by more than 25 percent or 10 classrooms, whichever is less. The existing student capacity is 600 students, and the Project is requesting to increase the capacity by 150 students, which is a 25 percent increase. The Project requests to add an additional eight classrooms for the middle school which is less than the 10 classrooms allowed in this exemption. 4. The exceptions to these categorical exemptions under Section 15300.2 are not applicable. The Project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. 5. There are no unusual circumstances at the proposed Project site that would result in a significant effect on the environment. Specifically, there will be no impacts to biological 24 Planning Commission Resolution No. PC2023-042 Page 3 of 21 01-17-23 resources resulting from construction of the new building, fuel modification improvements, or nighttime baseball field lighting. A Biological Resources Update and Potential Effects Associated with Fuel Modification Plan technical memorandum was prepared by Glen Lukos Associates, dated November 8, 2023, that evaluated potential biological impacts related to the proposed Project and the fuel modification area. The biological assessment concluded that the Fuel Modification Zone (FMZ) was originally landscaped, even noting that this is a transition planting between the Natural Communities Conservation Plan (NCCP) zone and the campus, including some ornamental plants. None of the species in these two zones comprised any coastal sage scrub. The FMZ planting will not include any Cal-IPC listed plants. This fuel modification area has always been a maintained landscaped zone and the FMZ plantings will not include any invasives that would have the potential to change the coastal sage scrub conditions adjacent to the toll road. The Biological Report also states that the proposed baseball field lighting would not result in impacts to the adjacent NCCP areas. Therefore, the Project does not include any unusual circumstances that would result in a significant effect on the environment. SECTION 3. REQUIRED FINDINGS. Major Site Development Review In accordance with Section 20.52.080(F) (Site Development Reviews – Findings and Decision) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: A. The proposed development is allowed within the subject zoning district; Facts in Support of Finding: 1. The Property is in the Private Institutions (PI) Zoning District which is intended to provide for areas appropriate for privately owned facilities that serve the public, including places for assembly/meeting facilities, congregate care homes, cultural institutions, health care facilities, marinas, museums, private schools, yacht clubs, and comparable facilities. The Project includes the construction of a new middle school and gymnasium at an existing private high school campus, Sage Hill School. The private school is allowed with approval of a minor use permit. 2. The Property has a maximum floor area to land ratio (FAR) of 0.50. The Property is approximately 1,237,588 square feet (28.41 acres), and the Project consists of 160,392 square feet of gross floor area, including the existing high school. Therefore, the Project has a proposed FAR of 0.13, which complies with the maximum 0.50 FAR limit. 3. The minimum setbacks required for the Property are established by the minor use permit. The setbacks for the proposed structure shall be consistent with the approved plans as part of this minor use permit. 25 Planning Commission Resolution No. PC2023-042 Page 4 of 21 01-17-23 Finding: B. The proposed development is in compliance with all of the following applicable criteria; i. Compliance with this section, the General Plan, Title 20 (Planning and Zoning) of the NBMC, any applicable specific plan, and other applicable criteria and policies related to the use or structure; ii. The efficient arrangement of structures on the site and the harmonious relationship of the structures to one another and to other adjacent developments; and whether the relationship is based on standards of good design; iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on site and adjacent developments and public areas; iv. The adequacy, efficiency, and safety of pedestrian and vehicular access, including drive aisles, driveways, and parking and loading spaces; v. The adequacy and efficiency of landscaping and open space areas and the use of water efficient plant and irrigation materials; and vi. The protection of significant views from public right(s)-of-way and compliance with Section 20.30.100 (Public View Protection) of the NBMC. Facts in Support of Finding: 1. The Property is categorized as Private Institutions (PI) by the General Plan Land Use Element, which 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 comparable facilities. The Project includes the construction of a new middle school and gymnasium at an existing private high school campus, Sage Hill School. The private school is allowed with approval of a minor use permit. 2. Land Use Policy LU 6.1.1 (Adequate Community Supporting Uses) of the Land Use Element of the General Plan is intended to accommodate schools, government administrative and operational facilities, fire stations and police facilities, religious facilities, schools, cultural facilities, museums, interpretive centers, and hospitals to serve the needs of Newport Beach’s residents and businesses. The City is served by one public and one private middle school and the Project will provide an additional private middle school institution to serve residents within the City and region. 26 Planning Commission Resolution No. PC2023-042 Page 5 of 21 01-17-23 3. Land Use Policy LU 6.1.3 (Architecture and Planning that Complements Adjoining Uses) of the Land Use Element of the General Plan is intended to ensure the City’s public buildings, sites, and infrastructure are designed to be compatible in scale, mass, character, and architecture with the district or neighborhood in which they are located, following the design and development policies for private uses specified by this Plan. Although the Project is a private institution, it will implement designs for the proposed building that match the architectural design of the existing high school and the height of the adjacent science building. 4. The Project will be largely located below the existing grade of the nearby State Route 73 (SR-73) and will not substantially impact views from this right-of-way. The Project site is not visible from any coastal view roads or public viewpoints identified in Figure NR3 Coastal Views of the General Plan. Lastly, the Property is generally secluded and not within the vicinity of residential and commercial buildings and, therefore, is not anticipated to visually degrade the surrounding area. 5. On December 15, 1998, the County of Orange approved Zone Change No. ZC 97-07 (Ordinance No, 98-19), to rezone the Property from the “A1 (General Agricultural)” District to the “A1/65 (General Agricultural/65 Feet Building Height)” District, which increased the allowed height of the proposed buildings from 35 feet to 65 feet (“Zone Change”). 6. The PI Zoning District of the NBMC has a maximum building height of 32 feet for a flat roof and 37 feet for a sloped roof for properties outside of the Shoreline Height Limit Zone. The height of the proposed structure is approximately 55 feet. At the time the Property was annexed to the City, it was not the intent of the City to rezone the property such that the existing structure and any future structures would be nonconforming. The height authorized by the Zone Change was inadvertently excluded during the annexation process. The intended maximum building height for the Property is 65 feet and the proposed structure complies with this maximum building height established by the Zone Change. 7. The Property is located on Newport Coast Drive adjacent to SR-73 north of the REF. The nearest residential neighborhoods are located at Newport Ridge approximately half a mile south of the Property and the residential neighborhoods approximately 700 feet across State Highway 73 within the City of Irvine. The Coyote Canyon Landfill is located west of the school and closed in 1990—the parcels remain undeveloped. Therefore, the Project is not anticipated to create an obstruction of public views nor create a visual impact to surrounding areas with the retention of the 65-foot maximum building height. The existing high school building that is approximately 64-feet 5-inches in height is to remain and no changes to the structure are proposed. 27 Planning Commission Resolution No. PC2023-042 Page 6 of 21 01-17-23 8. The proposed middle school and gymnasium building will be located on the northern portion of the existing school campus between an existing science building and baseball field. The design of the three-story building will follow the grade of the existing terrain, which slopes approximately 35 feet from east to west. The building is designed with consideration to the existing topography as well as the existing buildings on the campus. The top of the proposed building will be designed to match the height of the existing science building located southeast of the proposed building. 9. The existing parking lot onsite will serve both the existing high school and the proposed middle school. Section 20.40.040 (Off-Street Parking Spaces Required) of the NBMC requires parking spaces for schools, public and private, to be determined by permit. At the time the original Use Permit No. PA97-0173 was approved by the County of Orange for Sage Hill School, the parking rate required pursuant to the County of Orange Zoning Code Section 7-9-145 was one parking space for each member of the faculty and each employee, plus one space for every six full-time students regularly enrolled. Based on student count and administration personnel at the time of approval, the required parking spaces was 161. The current County of Orange Zoning Code Section 7-9-70.6 requires slightly fewer parking spaces: one parking space for each full-time equivalent faculty and staff, plus one for each eight full-time equivalent students regularly enrolled. Further, using the County of Orange Zoning Code as a reference, the required parking rate for a middle school is two parking spaces for each classroom plus loading and unloading space for student drop-off and school buses. Therefore, the existing high school is required to provide 161 spaces and the proposed middle school would be required to provide a minimum of 16 spaces, which is a total of 177 spaces. The onsite parking lot consists of 466 parking spaces which will provide approximately twice the required number of spaces. Additionally, it is anticipated that the middle school parking will only be necessary for staff based on the typical age of students. 10. The Property is currently developed with an existing private high school that is served by an approximately 2,000-foot-long driveway that leads to a large parking area that is designed for both vehicle parking and student pick-up/drop-offs. The existing driveway accommodates approximately 80 vehicles. The extended driveway design will reduce potential impacts from student pick-up/drop-offs and avoid queuing into the public street. 11. A Queuing Analysis was prepared by Gibson Transportation Consulting, Inc. dated September 27, 2023, and reviewed by the Public Works Department. The analysis examined both the driveway located on the Property and the storage capacity of the southbound left-turn lane (“SBL”) at the intersection of Newport Coast Drive and the Coyote Canyon REF. The SBL is approximately 150 feet in length and can safely accommodate a queue of approximately six vehicles. The analysis concluded that the existing driveway storage is more than sufficient to accommodate the increase in vehicular demand and queueing anticipated under the future enrollment. However, the 28 Planning Commission Resolution No. PC2023-042 Page 7 of 21 01-17-23 analysis concluded that the current condition of the SBL would not be able to accommodate the increase in vehicular demand and queueing anticipated under the future enrollment. Condition of Approval No. 40 has been included to ensure that improvements will be completed to increase the storage capacity of the SBL. Further, the hours for the high school will begin at 8:00 a.m. and conclude at 3:00 p.m., while the middle school will begin at 8:30 a.m. and conclude at 3:30 p.m. The staggered start and end times for the high school and middle school is intended to lessen the impact of vehicular demand with the increased enrollment. The analysis also concluded that the Public Works Department will review and adjust the signal timing at the intersections to improve SBL operational efficiency to further limit the impacts on the SBL queueing. 12. The Project includes landscaping around the perimeter of the proposed structure primarily consisting of trees and ground cover shrubs. As conditioned, the Project will be required to submit a final Fuel Modification Plan for review by the Life Safety Division (Fire Department), which may include modifications to the existing landscaping. An existing grass-covered practice field will be replaced with artificial turf directly south of the proposed structure. Additionally, the existing baseball field located to the west of the proposed structure will be replaced with artificial turf to further reduce the Property’s water usage. Prior to the issuance of building permits, a final landscape plan will be reviewed to ensure the Project incorporates non-invasive plant species and water- efficient irrigation designs. 13. Facts in support of Finding A are hereby incorporated by reference. 14. The Property is not located within a Specific Plan area. Finding: C. Not detrimental to the harmonious and orderly growth of the City, nor endangers, jeopardizes, or otherwise constitutes a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed development. Facts in Support of Finding: 1. Facts 8 and 9 in support of Finding B are hereby incorporated by reference. 2. The Applicant has submitted a lighting plan and photometric study for the proposed nighttime lighting for the existing baseball field, which has been reviewed by all applicable City departments. The light spillage within the Natural Communities Conservation Plan (NCCP) area is 0.1-foot candle or less, which is the threshold where no significant impacts occur. As conditioned, the Project shall comply with all lighting 29 Planning Commission Resolution No. PC2023-042 Page 8 of 21 01-17-23 standards of the NBMC and a final lighting plan must be approved prior to building permit issuance which will ensure there are no impacts to vehicles traveling on SR-73. 3. The Applicant has submitted a Fire Master Plan and Fuel Modification Plan which has been reviewed and preliminarily approved by the Life and Safety Division (Fire Department). The approved plans have been reviewed to increase the likelihood that a structure will survive a wildfire, improve the defensible space around the structure for firefighting activities, and prevent direct flame contact with structures and any changes shall be reviewed and approved by the Fire Department. 4. A Biological Resources Update and Potential Effects Associated with Fuel Modification Plan technical memorandum was prepared by Glenn Lukos Associates, Inc. dated November 8, 2023. The memorandum states that the removal of vegetation associated with the Fuel Modification Plan shall be conducted outside of avian breeding season (generally February – July), or a pre-removal survey should be conducted to confirm the absence of nesting birds. Additionally, the memorandum indicated that the trees on site represent potential roosting habitat for western mastiff bats and removal of suitable trees should be conducted outside of the maternity roosting season (June – August). The Project is conditioned to comply with the recommendation of the memorandum. Minor Use Permit In accordance with Section 20.52.020(F) (Use Permit, Required Findings) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: D. The use is consistent with the General Plan and any specific plan; Facts in Support of Finding: 1. Facts 1-3 in support of Finding B are hereby incorporated by reference. 2. The Property is not located within a specific plan area. Finding: E. The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and Municipal Code; Facts in Support of Finding: 1. Facts in support of Finding A are hereby incorporated by reference. 30 Planning Commission Resolution No. PC2023-042 Page 9 of 21 01-17-23 2. Facts 6, 9, and 10 in support of Finding B are hereby incorporated by reference. 3. Section 20.30.120(D) (Solid Waste and Recyclable Materials Storage) of the NBMC requires 384 square feet of storage area for refuse and recycling for 100,000 square feet of structures and an additional 96 square feet of storage area for each additional 25,000 square feet of structure. The total square footage of existing and proposed structures is 160,392 and will require 576 square feet of storage area. The Project proposes to increase the storage area for refuse and recycling for a total of 682 square feet in compliance with the requirement. Finding: F. 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 parcels located directly north and south of the Property are within the Open Space (OS) Zoning District that is intended to provide areas to maintain and protect the community’s natural open space resources and to maintain and protect landscaped open space areas located within residential and nonresidential developments, where no further development is allowed. The Project does not include any features that would obstruct or encroach into these adjacent areas within the OS Zoning Districts. The closest facility is the REF, which is approximately 1,200 feet south of the Property, and is a closed landfill. Additionally, the closest residential neighborhood is approximately 700 feet across State Highway 73. The Property is generally remote, and the Project is compatible with the allowed uses within the vicinity and is also designed to be compatible with the existing high school on the same campus. 2. The Property is located immediately adjacent to the closed Coyote Canyon Landfill across Newport Coast Drive. Mitigated Negative Declaration No. PA970173 was prepared to analyze potential impacts of development authorized under Use Permit No. PA97-0173. The Mitigated Negative Declaration included Mitigation Measure 13-2 that required compliance with the following: a. No school structures located within 250 feet from the refuse limits. b. A landfill gas barrier (foundation shielding) installed in the foundations of all enclosed structures within the Project site. c. Passive venting foundations for all school buildings. The passive venting systems shall be designed so that they can be upgraded to active systems if required by the regulatory agencies. d. Proper sealing of all utility trenches, conduits, vaults, manholes, etc. 31 Planning Commission Resolution No. PC2023-042 Page 10 of 21 01-17-23 The proposed building is located on the opposite side of the Property away from Newport Coast Drive, approximately 1,200 feet east of the closed Coyote Canyon Landfill. A condition of approval has been included to require the proposed building to include these design features that shall be reviewed by all relevant departments prior to issuance of final building permits. 3. Fact 8 in support of Finding B is hereby incorporated by reference. Finding: G. 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 Property is approximately 28.41 acres and is currently developed with a high school and appurtenant structures for the campus such as a library, art center, math/science center, aquatics center, gymnasium/fitness facility, sports courts, and large surface parking lot with pick-up/drop-off and loading areas. The Project would enhance the existing institution with additional grade levels and an additional gymnasium building for the increased student enrollment. 2. The Project has been reviewed by the City’s Fire Department, Public Works, and Building Department. Adequate public and emergency vehicle access, public services, and utilities are provided to the Property. 3. Facts 10 and 11 in support of Finding B are hereby incorporated by reference. Finding: H. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare or persons residing or working in the neighborhood of the proposed used. Facts in Support of Finding: 1. The Project has been reviewed and includes conditions of approval to ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible. The Applicant is required to continue to explore the implementation of transportation demand management (TDM) strategies such as dispersed arrival patterns, carpool/rideshare programs, and associated TDM educational materials, to increase the average number of students per vehicle and reduce the intensity of the peak arrival patterns. 32 Planning Commission Resolution No. PC2023-042 Page 11 of 21 01-17-23 2. Facts 10 and 11 in support of Finding B are hereby incorporated by reference. 3. Fact 2 in support of Finding F bis hereby incorporated by reference. Traffic Study In accordance with Section 15.40.030(A) (Traffic Phasing Ordinance – Standards for Approval – Findings – Exemptions) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: I. That a traffic study for the project has been prepared in compliance with the NBMC Chapter 15.40 (Traffic Phasing Ordinance) and Appendix A thereto; Fact in Support of Finding: 1. A traffic study, titled “Traffic Impact Analysis – Sage Hill School Expansion Project” dated October 2023 (“Traffic Impact Analysis”), which is attached hereto as Exhibit “B” 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: J. 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) of the NBMC can be made: i. Construction of the project will be completed within 60 months of project approval. (NBMC Section 15.40.030(B)(1)). ii. Additionally, the project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection. (NBMC Section 15.40.030(B)(1)(a)). Facts in Support of Finding: 1. The Project is anticipated to open school enrollment in the 2026-2027 school year. If the Project is not completed within 60 months of this approval, preparation of a new traffic study will be required. 2. The Traffic Impact Analysis included nine study intersections that were analyzed for potential impacts based on the City’s Intersection Capacity Utilization (“ICU”) 33 Planning Commission Resolution No. PC2023-042 Page 12 of 21 01-17-23 methodology, which is expressed in terms of level of service (“LOS”). Utilizing this methodology, the Traffic Impact Analysis determined that the proposed Project could be implemented without adversely affecting the nine study intersections and the additional traffic would not result in unsatisfactory LOS. Finding: K. 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; Facts in Support of Finding: 1. No improvements or mitigation are necessary because implementation of the Project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City. The Applicant will be required to pay Traffic Fair Share Fees for the net increase in vehicles trips, which will be used to fund future planned improvements to the City’s circulation system. The Applicant will also be required to pay San Joaquin Hills Transportation Corridor Fees. Condition of Approval Nos. 5 and 6 require the Applicant to pay both the Traffic Fair Share Fees and San Joaquin Hills Transportation Corridor Fees assessed in accordance with the fees effective at the time of payment. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby finds the Project is categorically exempt from the California Environmental Quality Act under Section 15301 under Class 1 (Existing Facilities) and under Section 15314 under Class 14 (Minor Additions to Schools) 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 as the Project does not increase the original student capacity by more than the amount allowed under the exemption (lesser of 25 percent or 10 classrooms) and the extension of an existing left turn pocket on Newport Coast Drive will not result in expansion of the roadway nor create additional automobile lanes. 2. The Planning Commission of the City of Newport Beach hereby approves a Major Site Development Review, Minor Use Permit, and Traffic Study for the Sage Hill Middle School project, subject to the conditions outlined 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 by the provisions of Title 20 (Planning and Zoning) of the Newport Beach Municipal Code. 34 Planning Commission Resolution No. PC2023-042 Page 13 of 21 01-17-23 PASSED, APPROVED, AND ADOPTED THIS 7TH DAY OF DECEMBER, 2023. AYES: NOES: ABSTAIN: ABSENT: BY:_________________________ Curtis Ellmore, Chairman BY:_________________________ Tristan Harris, Secretary Attachments: Exhibit A – Conditions of Approval Exhibit B – Traffic Impact Analysis 35 Planning Commission Resolution No. PC2023-042 Page 14 of 21 01-17-23 EXHIBIT “A” CONDITIONS OF APPROVAL Planning Division 1. The development shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. The project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval. 3. The Applicant shall comply with all federal, state, and local laws. A material violation of any of those laws in connection with the use may be cause for the revocation of this Major Site Development Review, Minor Use Permit, and Traffic Study. 4. The maximum building height is 65 feet. 5. Prior to the issuance of building permits, a Traffic Fair Share Fee for the increase in student enrollment shall be paid in accordance with the fee effective at the time of payment. 6. Prior to the issuance of building permits, a San Joaquin Transportation Corridor Fee for the new building shall be paid in accordance with the fee effective at the time of payment. 7. This Major Site Development Review, Minor Use Permit, and Traffic Study shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 of the Newport Beach Municipal Code unless an extension is otherwise granted. 8. This Major Site Development Review, Minor Use Permit, and Traffic Study may be modified or revoked by the Planning Commission should they determine that the proposed uses or conditions under which it is being operated or maintained are detrimental to the public health, welfare, or materially injurious to property or improvements in the vicinity or if the property is operated or maintained to constitute a public nuisance. 9. Any change in operational characteristics, expansion in the area, or other modification to the approved plans, shall require an amendment to this Major Site Development 36 Planning Commission Resolution No. PC2023-042 Page 15 of 21 01-17-23 Review or Minor Use Permit or the processing of a new Major Site Development Review or Minor Use Permit. 10. A copy of the Resolution, including the Conditions of Approval attached as Exhibit “A” shall be incorporated into the Building Division and field sets of plans before issuance of the building permits. 11. Prior to the issuance of building permits, the Applicant shall submit a landscape and irrigation plan prepared by a licensed landscape architect. These plans shall incorporate drought-tolerant plantings and water-efficient irrigation practices, and the plans shall be approved by the Planning Division. 12. All landscape materials and irrigation systems shall be maintained by 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. 13. The Applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting season from February 1 to August 15, compliance with the following is required to prevent the taking of native birds under MBTA: A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one or two short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 37 Planning Commission Resolution No. PC2023-042 Page 16 of 21 01-17-23 14. The Applicant shall comply with all recommendations of the Biological Resources Update and Potential Effects Associated with Fuel Modification Plan memorandum dated November 8, 2023. 15. The site shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, in the opinion of the Director of Community Development, the illumination creates an unacceptable negative impact on surrounding land uses or environmental resources. The Director may order the dimming of light sources or other remediation upon finding that the site is excessively illuminated. 16. Before the issuance of a building permit, the Applicant shall prepare a photometric study in conjunction with a final lighting plan for approval by the Planning Division. The survey shall show that lighting values are “1” or less at all property lines. 17. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 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 periods unless the ambient noise level is higher: Between the hours of 7:00 AM and 10:00 PM Between the hours of 10:00 PM and 7:00 AM 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 18. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of these Conditions of Approval by either the current business owner, property owner or leasing agent. 19. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise-generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise-generating construction activities are not allowed on Sundays or Holidays. 20. 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. 38 Planning Commission Resolution No. PC2023-042 Page 17 of 21 01-17-23 21. Trash receptacles for patrons shall be conveniently located both inside and outside of the establishment, however, not located on or within any public property or right-of-way. 22. The exterior of the business shall be always maintained free of litter and graffiti. The owner or operator shall provide for daily removal of trash, litter debris, and graffiti from the premises and on all abutting sidewalks within 20 feet of the premises. 23. 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 of the NBMC, including all future amendments (including Water Quality related requirements). 24. 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 Minor Use Permit. 25. Storage outside of the building in the front or at the rear of the property shall be prohibited, except for the required trash container enclosure. 26. A Special Events Permit is required for any event or promotional activity outside the normal operating characteristics of the approved use, as conditioned, or that would attract large crowds, involve the sale of alcoholic beverages, include any form of on-site media broadcast, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 27. To the fullest extent permitted by law, the Applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any 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 Sage Hill Middle School including, but not limited to, a major site development review, minor use permit, and traffic study (PA2022-0277). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit, or proceeding whether incurred by the Applicant, City, and/or the parties initiating or bringing the such proceeding. The Applicant shall indemnify the City for all the City's costs, attorneys' fees, and damages that City incurs in enforcing the indemnification provisions outlined in this condition. The Applicant shall pay to the City 39 Planning Commission Resolution No. PC2023-042 Page 18 of 21 01-17-23 upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. Fire Department 28. New elevators shall be stretcher/gurney-accommodating by Article 30 of the California Building Code. 29. Automatic fire sprinklers shall be required for all new construction. The sprinkler system shall be monitored by a UL-certified alarm service company. 30. A fire alarm system shall be required. 31. Fire Department access shall be provided to allow for a 150-feet “hose pull” around the building. The existing turf block shall be replaced with a material and supporting base that is acceptable to the Newport Beach Fire Department. 32. A three-foot wide improved access path shall be provided at the rear of the building. 33. A final Fuel Modification Plan shall be reviewed and approved by the Fire Department. Building Division 34. Prior to submittal for building permits, the Applicant shall submit plans for preliminary Building Code review and obtain assurance from the Building Division that major code items have been addressed. 35. The plans shall incorporate a landfill gas barrier (foundation shielding) installed in the foundations of all enclosed structures, passive venting foundations designed with the ability to be upgraded to active systems if required by the regulatory agencies, and proper sealing of all utility trenches, conduits, vaults, manholes, etc. 36. The Applicant is required to obtain all applicable permits from the City’s Building Division and Fire Department. The construction plans must comply with the most recent, City- adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. 37. The Applicant shall employ the following best available control measures (“BACMs”) to reduce construction-related air quality impacts: Dust Control • Water all active construction areas at least twice daily. • Cover all haul trucks or maintain at least two feet of freeboard. • Pave or apply water four times daily to all unpaved parking or staging areas. • Sweep or wash any site access points within two hours of any visible dirt deposits on any public roadway. 40 Planning Commission Resolution No. PC2023-042 Page 19 of 21 01-17-23 • Cover or water twice daily any on-site stockpiles of debris, dirt, or other dusty material. • Suspend all operations on any unpaved surface if winds exceed 25 mph. Emissions • Require 90-day low-NOx tune-ups for off-road equipment. • Limit allowable idling to 30 minutes for trucks and heavy equipment Off-Site Impacts • Encourage carpooling for construction workers. • Limit lane closures to off-peak travel periods. • Park construction vehicles off traveled roadways. • Wet down or cover dirt hauled off-site. • Sweep access points daily. • Encourage receipt of materials during non-peak traffic hours. • Sandbag construction sites for erosion control. Fill Placement • The number and type of equipment for dirt pushing will be limited on any day to ensure that SCAQMD significance thresholds are not exceeded. • Maintain and utilize a continuous water application system during earth placement and compaction to achieve a 10 percent soil moisture content in the top six-inch surface layer, subject to review/discretion of the geotechnical engineer. 38. A list of “good housekeeping” practices will be incorporated into the long-term post- construction operation of the site to minimize the likelihood that pollutants will be used, stored, or spilled on the site that could impair water quality. These may include frequent parking area vacuum truck sweeping, removal of wastes or spills, limited use of harmful fertilizers or pesticides, and the diversion of stormwater away from potential sources of pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list and describe all structural and non-structural BMPs. In addition, the WQMP must also identify the entity responsible for the long-term inspection, maintenance, and funding for all structural (and if applicable Treatment Control) BMPs. Public Works Department 39. Prior to the commencement of demolition and grading of the Project, the Applicant shall submit a construction management and delivery plan to be reviewed and approved by the Public Works Department. The plan shall include a discussion of project phasing; parking arrangements for both sites during construction; anticipated haul routes and construction mitigation. Upon approval of the plan, the Applicant shall be responsible for implementing and complying with the stipulations outlined in the approved plan. 40. Prior to the issuance of a Certificate of Occupancy, the Applicant shall design, construct, and complete the Newport Coast Drive median modification to increase the southbound left-turn storage capacity to a minimum length of 550 feet on Newport Coast Drive at the REF driveway intersection. The Applicant shall also relocate the existing City monument on the median. The final design and timing of improvements shall be reviewed and 41 Planning Commission Resolution No. PC2023-042 Page 20 of 21 01-17-23 approved by the Public Works Department. The Applicant is encouraged to construct improvements while school is not in session. 41. Prior to issuance of final building permits, the Applicant shall provide documentation to the Public Works Department in order for the San Joaquin Hill Transportation Corridor Agency slope easement to be modified to accommodate the Project. 42. If the Project is not completed within 60 months of this approval, a new traffic study shall be prepared and submitted. 43. The Applicant shall continue to explore the implementation of transportation demand management (TDM) strategies such as dispersed arrival patterns, carpool/rideshare programs, and associated TDM educational materials, to increase the average number of students per vehicle and reduce the intensity of the peak arrival patterns to the satisfaction of the Public Works Director. 42 Planning Commission Resolution No. PC2023-042 Page 21 of 21 01-17-23 EXHIBIT “B” TRAFFIC IMPACT ANALYSIS 43 October 2023 TRAFFIC IMPACT ANALYSIS SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA This Traffic Impact Analysis has been prepared under the supervision of Ambarish Mukherjee, P.E. 44 October 2023 TRAFFIC IMPACT ANALYSIS SAGE HILL SCHOOL EXPANSION 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. CNB2101.02 45 i TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) TABLE OF CONTENTS INTRODUCTION .......................................................................................................... 1 ANALYSIS METHODOLOGY .......................................................................................... 1 Study Area ..................................................................................................................................... 4 Intersection Level of Service Methodology ................................................................................... 4 Threshold of Significance .............................................................................................................. 5 PROPOSED PROJECT ................................................................................................... 5 Project Description ........................................................................................................................ 5 Project Trip Generation, Distribution, and Assignment ................................................................ 5 EXISTING CONDITIONS ................................................................................................ 5 Existing Baseline Intersection Level of Service .............................................................................. 9 Active Transportation .................................................................................................................... 9 FUTURE YEAR 2027 CONDITIONS .............................................................................. 13 Future Year 2027 Baseline Intersection Level of Service ............................................................ 13 Future Year 2027 Plus Project Intersection Level of Service ....................................................... 15 ACCESS AND ON‐SITE CIRCULATION .......................................................................... 20 CONGESTION MANAGEMENT PROGRAM CONSISTENCY REQUIREMENTS .................. 20 CONCLUSIONS .......................................................................................................... 20 REFERENCES ............................................................................................................. 21 APPENDICES A: Existing Traffic Volumes B: ICU Worksheets C: OCTA Bus System Maps D: City’s Regional Traffic Annual Growth Rate Table E: Approved Project Information 46 ii TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) FIGURES AND TABLES FIGURES Figure 1: Project Location and Study Area Intersections ....................................................................... 2 Figure 2: Site Plan ................................................................................................................................... 3 Figure 3: Project Trip Distribution and Trip Assignment ........................................................................ 7 Figure 4: Existing Intersection Geometrics ........................................................................................... 10 Figure 5: Existing Peak‐Hour Traffic Volumes ...................................................................................... 11 Figure 6: Approved Project Locations .................................................................................................. 14 Figure 7: Future Year 2027 Peak‐Hour Volumes .................................................................................. 16 Figure 8: Future Year 2027 Plus Project Peak‐Hour Volumes .............................................................. 19 TABLES Table A: Project Trip Generation ............................................................................................................ 6 Table B: Existing Intersection Level of Service Summary ..................................................................... 12 Table C: City of Newport Beach 1 Percent Volume Analysis Summary ................................................ 17 Table D: Future Year 2027 Intersection Level of Service Summary ..................................................... 18 47 iii TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) LIST OF ABBREVIATIONS AND ACRONYMS ADT average daily trips CEQA California Environmental Quality Act City City of Newport Beach CMP Congestion Management Program ICU intersection capacity utilization ITE Institute of Transportation Engineers LOS level of service mph miles per hour OCTA Orange County Transportation Authority project Sage Hill School Expansion Project RIROLO right‐in/right‐out/left‐in sf square foot/feet SR‐73 State Route 73 TIA Traffic Impact Analysis TPO Traffic Phasing Ordinance v/c volume‐to‐capacity 48 1 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) TRAFFIC IMPACT ANALYSIS SAGE HILL SCHOOL EXPANSION PROJECT INTRODUCTION The purpose of this Traffic Impact Analysis (TIA) is to identify the potential traffic and circulation effects associated with the proposed Sage Hill School Expansion Project (project) in Newport Beach, California. The project site is bounded by State Route 73 (SR‐73) to the north and east, undeveloped property to the south, and Newport Coast Drive to the west. The proposed project would construct a new 150‐student middle school and a new 38,658‐square‐ foot gymnasium within the Sage Hill High School campus. The existing 600‐student high school would not change as part of the proposed project. Access to the campus is provided via the signalized right‐in/right‐out/left‐out (RIROLO) intersection of Newport Coast Drive/Sage Hill School. A project location map (with the study area intersections) is presented on Figure 1. Figure 2 illustrates the proposed project site plan. The proposed project would be completed in 2026. 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 2027 Plus Ambient Growth Plus Approved Projects (one year after project opening) 3. Future Year 2027 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.) 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). 49 Service Layer Credits: Sources: Esri, HERE,Garmin, Intermap, increment P Corp., !( !( !( !( !( !( !( !( !( Gas Recovery Sage Hill Ridge Park Rd San Joaquin Hills Rd Marguerite AveMa cA r thu r B l vd 1 2 3 4 5 6 7 8 9 SOURCE: ESRI Topographic (2023) J:\CNB2101.02\GIS\MXD\Project_Location.mxd (4/6/2023) FIGURE 1 Sage Hill School Expansion Project Location and Study Area Intersections 0 1175 2350 FEET LEGEND Project Location !(Study Area Intersections 50 CORRIDORMSCLASSR O O M 810 SFMSCLASSROOM810 SF MSCLASSR O O M 810 SFMSCLASSR O O M 910 SF OPENTOBELOWBRIDGE BRIDGE OUTDOORLEARNI N G BELOW SOCIA L S T A I R ELEV T O I L E T OFFICE130 SF01PROPOSED PATH OF TRAVELLEGENDPARKING CALCULATIONSNEWPORT COAST DRIVEFEET2801400FIGURE 2I:\CNB2101.02\G\Site_Plan.ai (10/4/2023)SOURCE: LPA Design StudiosSite PlanSage Hill School Expansion51 4 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) Study Area Study area locations were selected in consultation with the City. The following nine intersections were included in the study area, as shown on Figure 1: 1. Newport Coast Drive/Sage Hill School 2. Newport Coast Drive/Gas Recovery 3. Newport Coast Drive/San Joaquin Hills Road 4. Newport Coast Drive/Ridge Park Road 5. Newport Coast Drive/Coast Highway 6. MacArthur Boulevard/Ford Road–Bonita Canyon Drive 7. MacArthur Boulevard/San Joaquin Hills Road 8. Marguerite Avenue/San Joaquin Hills Road 9. Newport Ridge Drive East–Ridge Park Road/San Joaquin Hills Road 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 2027 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 2027 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. 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 52 5 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) 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 would construct a new 150‐student middle school and a new 38,658‐square‐ foot gymnasium within the Sage Hill High School campus. The existing 600‐student high school would not change as part of the proposed project. Access to the campus is provided via the signalized RIROLO intersection of Newport Coast Drive/Sage Hill School. The proposed project would be completed in 2026. Project Trip Generation, Distribution, and Assignment Daily and peak‐hour trips for the proposed project uses were 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 617 average daily trips (ADT), including 152 trips in the a.m. peak hour (86 inbound and 66 outbound) and 39 trips in the p.m. peak hour (18 inbound and 21 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. EXISTING CONDITIONS Key roadways in the vicinity of the proposed project are as follows. SR‐73 is a limited‐access, partial toll facility, named the San Joaquin Hills Transportation Corridor, which extends from Interstate 405 in Costa Mesa to Interstate 5 in San Juan Capistrano. SR‐73 is an eight‐lane highway north and east of the project site with on‐ and off‐ ramps at Newport Coast Drive. The posted speed limit is 65 miles per hour (mph) in both directions. 53 In Out Total In Out Total Trip Rates1 Private School (K‐8)students 4.11 0.57 0.44 1.01 0.12 0.14 0.26 Existing Trip Generation Private School (K‐8) 150 students 617 86 66 152 18 21 39 1 Trip rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition (2021). Land Use Code 530 ‐ Private School (K‐8) Table A: Project Trip Generation Land Use Size Unit Daily AM Peak Hour PM Peak Hour P:\CNB2101.02\xls\trip gen.xlsx\Sheet1 (3/21/2023) 54 46 / 1420 / 7 14 / 31Newport Coast Dr/Sage Hill School2Newport Coast Dr/Gas Recovery3Newport Coast Dr/San Joaquin Hills Rd3 / 14 / 14 / 13 / 14 / 04 / 14Newport Coast Dr/Ridge Park Rd5Newport Coast Dr/Coast Hwy6MacArthur Blvd/Ford Rd‐Bonita Canyon Dr3 / 13 / 14 / 111 / 44 / 14 / 114 / 37MacArthur Blvd/San Joaquin Hills Rd8Marguerite Ave/San Joaquin Hills Rd9Newport Ridge Dr E/San Joaquin Hills RdFIGURE 3LEGENDXXX / YYYAM / PM VolumeN Sage Hill School Expansion Project Trip Distribution and Trip Assignment8 / 16 / 23 / 126 / 512 / 23 / 13 / 111 / 49 / 360 / 1360 / 1320 / 786 / 184 / 15 / 15%5%P:\CNB2101.02\xls\figures\Fig 3 ‐ Project Trip Dist & Assign.xlsx (4/20/2023)55 8 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) 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 (City of Newport Beach 2022b), 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. In the vicinity of Newport Coast Drive, the posted speed limits along Coast Highway are 55 mph west of Newport Coast Drive in both directions and 60 mph east of Newport Coast Drive in both directions. On‐street (Class II) bicycle lanes are provided on both sides of the street. A sidewalk is provided on the north side of the street between the Los Trancos–Crystal Cove/Coast Highway intersection and the bus stop just west of the Newport Coast Drive/Coast Highway intersection. On‐street parking is prohibited. Newport Coast Drive is a north‐south divided roadway west of the project site with direct project access. According to the City’s Master Plan of Streets and Highways, Newport Coast Drive is classified as a Major Road. The posted speed limits are 55 mph north of SR‐73 in both directions and 60 mph south of SR‐73 in both directions. When children are present in the school zone from just north of San Joaquin Hills Road to just south of Ridge Park Road, the speed limit is 25 mph in both directions. On‐street (Class II) bicycle lanes are provided on both sides of the street. A sidewalk is provided on the east side of the street between Sage Hill School and Coast Highway. A sidewalk is provided on the west side of the street between the Newport Coast Community Center and Pelican Hill Road North and between Pelican Hill Road South and Coast Highway. On‐street parking is prohibited. San Joaquin Hills Road is an east‐west divided roadway south of the project site. According to the City’s Master Plan of Streets and Highways, San Joaquin Hills Road is classified as a Primary Road between Newport Coast Drive and Spyglass Hill Road, a Major Road between Spyglass Hill Road and Jamboree Road, and a local street west of Jamboree Road. The posted speed limits are 55 mph between Newport Coast Drive and MacArthur Boulevard in both directions and 50 mph between MacArthur Boulevard and Jamboree Road in both directions. On‐street (Class II) bicycle lanes and sidewalks are provided on both sides of the street. On‐street parking is prohibited. Ford Road–Bonita Canyon Drive is an east‐west divided roadway north of the project site. According to the City’s Master Plan of Streets and Highways, Ford Road–Bonita Canyon Drive is classified as a Major Road east of SR‐73 and a Primary Road west of SR‐73. The posted speed limit is 50 mph in both directions. When children are present in the school zone between Turtle Ridge Drive and Shady Canyon Drive–Anteater Drive, the speed limit is 25 mph in both directions. On‐street (Class II) bicycle lanes and sidewalks are provided on both sides of the street. On‐street parking is prohibited. MacArthur Boulevard is a north‐south divided roadway west of the project site. According to the City’s Master Plan of Streets and Highways, MacArthur Boulevard is classified as a Major Road between Coast Highway and Ford Road–Bonita Canyon Drive, an Eight Lane Road between Ford Road–Bonita Canyon Drive and University Drive, and a Major Road between University Drive and the northern city limit. The posted speed limits are 55 mph between Coast Highway and San Joaquin Hills Road in both directions, 60 mph between San Joaquin Hills Road and Ford 56 9 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) Road–Bonita Canyon Drive in both directions, and 55 mph between Ford Road–Bonita Canyon Drive and Bison Avenue in both directions. On‐street (Class II) bicycle lanes and sidewalks are provided on both sides of the street. On‐street parking is prohibited. Marguerite Avenue is a north‐south street west of the project site. According to the City’s Master Plan of Streets and Highways, Marguerite Avenue is classified as a local street south of Coast Highway, a Commuter Roadway (two‐lane undivided) between Coast Highway and 5th Avenue, a Secondary Road (four‐lane undivided) between 5th Avenue and San Joaquin Hills Road, and a local street north of San Joaquin Hills Road. The posted speed limits are 40 mph between 5th Avenue and San Joaquin Hills Road in both directions and 25 mph in all other areas. On‐street (Class II) bicycle lanes are provided on both sides of the street between 5th Avenue and San Joaquin Hills Road. Sidewalks are provided on both sides of the street. On‐street parking is provided on both sides of the street south of 5th Avenue. Ridge Park Road is a local street south of the project site with sidewalks on both sides of the street. On‐street parking is prohibited. The posted speed limits are 30 mph between San Joaquin Hills Road and Newport Coast Drive in both directions and 45 mph between Newport Coast Drive and the end of the street to the east in both directions. Newport Ridge Drive East is a local street south of the project site with sidewalks on both sides of the street. On‐street parking is permitted. The posted speed limit is 40 mph in both directions. Existing Baseline Intersection Level of Service Figure 4 shows the existing intersection geometrics and traffic control devices at the nine initial study area intersections. Transportation Studies, Inc., and Counts Unlimited collected peak‐hour traffic volumes for the study area intersections in February 2023. The existing baseline peak‐hour traffic volumes at the study area intersections are provided in Appendix A and 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 existing baseline ICU worksheets are provided in Appendix B. Active Transportation Transit Facilities Transit facilities are not easily accessible to and from the project site. The nearest OCTA bus stops are 2.4 miles away at the San Miguel Drive/Old Ford Road intersection for Route 79 and 5.3 miles away at the Newport Coast Drive/Coast Highway intersection for Route 1. Route 79 provides transportation between Tustin and Newport Beach. Route 1 provides transportation between Long Beach and San Clemente. The OCTA bus system maps and bus stop locations are provided in Appendix C. 57 1Newport Coast Dr/Sage Hill School2Newport Coast Dr/Gas Recovery3Newport Coast Dr/San Joaquin Hills Rd4Newport Coast Dr/Ridge Park Rd5Newport Coast Dr/Coast Hwy6MacArthur Blvd/Ford Rd‐Bonita Canyon Dr7MacArthur Blvd/San Joaquin Hills Rd8Marguerite Ave/San Joaquin Hills Rd9Newport Ridge Dr E/San Joaquin Hills RdFIGURE 4LegendSignal Free Right TurnNo Turn on RedN Sage Hill School ExpansionRight‐Turn Overlap Existing Intersection GeometricsFFFNTORFNTORFFFFRTORTONorth-South Split PhasingP:\CNB2101.02\xls\figures\Fig 4 ‐ Existing Intersection Geometrics.xlsx 4/20/202358 196 / 1250 / 158 / 531 / 0 331 / 29166 / 891Newport Coast Dr/Sage Hill School2Newport Coast Dr/Gas Recovery3Newport Coast Dr/San Joaquin Hills Rd314 / 133347 / 416781 / 715223 / 82894 / 938430 / 33227 / 2710 / 6410 / 25099 / 11191 / 14634 / 4278 / 103798 / 1065327 / 323112 / 13710 / 1270 / 474Newport Coast Dr/Ridge Park Rd5Newport Coast Dr/Coast Hwy6MacArthur Blvd/Ford Rd‐Bonita Canyon Dr535 / 45647 / 1732 / 91385 / 218656 / 407248 / 28316 / 21127 / 14716 / 3992 / 75234 / 1125 / 50234 / 349416 / 583297 / 31547 / 74216 / 270213 / 2217MacArthur Blvd/San Joaquin Hills Rd8Marguerite Ave/San Joaquin Hills Rd9Newport Ridge Dr E/San Joaquin Hills RdFIGURE 5LEGENDXXX / YYYAM / PM VolumeN Sage Hill School Expansion Existing Peak‐Hour Traffic Volumes29 / 1465 / 3671 / 2794 / 62217 / 18664 / 42899 / 2881328 / 1279105 / 55837 / 143813 / 13272 / 23732 / 30106 / 13947 / 7430 / 4761 / 16481 / 449809 / 89711 / 1317 / 114204 / 294439 / 1431289 / 12351025 / 11811037 / 1068547 / 6801158 / 10981 / 185 / 100834 / 82317 / 154 / 14129 / 20917 / 131255 / 2076295 / 55748 / 67130 / 5563 / 206 / 1076 / 452215 / 176194 / 114666 / 820644 / 758182 / 19010 / 12P:\CNB2101.02\xls\figures\Fig 5 ‐ Existing Peak‐Hour Volumes.xlsx (4/20/2023)59 ICU LOS ICU LOS 1Newport Coast Drive/Sage Hill School 0.43 A 0.37 A 2Newport Coast Drive/Gas Recovery 0.56 A 0.42 A 3Newport Coast Drive/San Joaquin Hills Road 0.30 A 0.31 A 4Newport Coast Drive/Ridge Park Road 0.51 A 0.46 A 5Newport Coast Drive/Coast Highway 0.40 A 0.48 A 6 MacArthur Boulevard/Ford Road–Bonita Canyon Drive 0.60 A 0.72 C 7 MacArthur Boulevard/San Joaquin Hills Road 0.46 A 0.67 B 8Marguerite Avenue/San Joaquin Hills Road 0.38 A 0.42 A 9Newport Ridge Drive East–Ridge Park Road/San Joaquin Hills Road 0.30 A 0.26 A 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:\CNB2101.02\xls\LOS.xlsx\Ex (5/24/2023) 60 13 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) Bicycle Circulation Class II bicycle lanes are provided in the vicinity of the project site on Newport Coast Drive and San Joaquin Hills Road. Bicycle travel is possible between the project site and residences and other uses in the vicinity of the project site. Pedestrian Circulation Sidewalks and walkways are provided within the existing school campus. Sidewalks exist on the east side of Newport Coast Drive south of Sage Hill School and the west side of Newport Coast Drive south of the Newport Coast Community Center. Sidewalks also exist on both sides of San Joaquin Hills Road. 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 commercial uses and residences, all of which are accessible by non‐automotive means. FUTURE YEAR 2027 CONDITIONS The City requires that the proposed project be analyzed 1 year after the project opening year. The proposed project is anticipated to open in 2026; therefore, an analysis year of 2027 was used in the future year analysis. Future Year 2027 Baseline Intersection Level of Service The Future Year 2027 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 Coast Highway and MacArthur Boulevard, consistent with the City’s Regional Traffic Annual Growth Rate table (provided in Appendix D). Approved Projects The City provided the trip assignment for 17 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. Uptown Newport Phase 1 11. Uptown Newport Phase 2 12. Back Bay Landing 13. Residences at 4400 Von Karman 14. Picerne Residential (1400 Bristol Street North) 15. Balboa Marina West 16. Newport Crossings 17. Museum House—Vivante Senior Center 61 I:\CBD2101\G\Approved_Projects.ai (4/20/2023) SOURCE: Bing Maps 2023 Approved Project Project Site Approved Project Locations Sage Hill School Expansion FIGURE 6 5 15 17 2 14 16 1113 10 7 41129 3 6 8 # Project Location NO SCALE LEGEND 62 15 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) The ambient growth volumes on Coast Highway and MacArthur Boulevard 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 2027 baseline peak‐hour traffic volumes. Figure 7 shows the resulting Future Year 2027 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 2027 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 2027 Plus Project condition in the following seven study area intersections: 1. Newport Coast Drive/Sage Hill School 2. Newport Coast Drive/Gas Recovery 3. Newport Coast Drive/San Joaquin Hills Road 4. Newport Coast Drive/Ridge Park Road 5. Newport Coast Drive/Coast Highway 8. Marguerite Avenue/San Joaquin Hills Road 9. Newport Ridge Drive East–Ridge Park Road/San Joaquin Hills Road The results of the Future Year 2027 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 2027 Plus Project Intersection Level of Service To determine the Future Year 2027 Plus Project condition, traffic generated by the proposed project was added to Future Year 2027 traffic volumes. Figure 8 shows the resulting Future Year 2027 Plus Project peak‐hour traffic volumes. Table D summarizes the results of the Future Year 2027 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 2027 condition. 63 196 / 1250 / 158 / 531 / 0 331 / 29466 / 921Newport Coast Dr/Sage Hill School2Newport Coast Dr/Gas Recovery3Newport Coast Dr/San Joaquin Hills Rd314 / 133361 / 433781 / 715223 / 82946 / 980430 / 33227 / 2710 / 6412 / 25699 / 11199 / 15234 / 4278 / 103845 / 1124327 / 323112 / 13710 / 1270 / 474Newport Coast Dr/Ridge Park Rd5Newport Coast Dr/Coast Hwy6MacArthur Blvd/Ford Rd‐Bonita Canyon Dr535 / 45647 / 1732 / 91391 / 226656 / 413248 / 28916 / 21127 / 14716 / 39128 / 84334 / 1125 / 50238 / 355416 / 589297 / 32148 / 75216 / 270213 / 2217MacArthur Blvd/San Joaquin Hills Rd8Marguerite Ave/San Joaquin Hills Rd9Newport Ridge Dr E/San Joaquin Hills RdFIGURE 7LEGENDXXX / YYYAM / PM VolumeN Sage Hill School Expansion Future Year 2027 Peak‐Hour Traffic Volumes29 / 1465 / 3671 / 2794 / 62217 / 18664 / 421002 / 3391387 / 1340111 / 60875 / 150514 / 14272 / 23732 / 30106 / 13947 / 7430 / 4761 / 16501 / 468809 / 89711 / 1317 / 114204 / 297439 / 1431289 / 12351025 / 11811037 / 1068569 / 7071158 / 10981 / 185 / 103834 / 82317 / 154 / 14129 / 20917 / 131333 / 2240295 / 55750 / 70140 / 5893 / 206 / 1079 / 472370 / 186794 / 114666 / 820644 / 758182 / 19010 / 12P:\CNB2101.02\xls\figures\Fig 7 ‐ Future Year 2027 Peak‐Hour Volumes.xlsx (4/20/2023)64 1 PercentPeak Percent Percent Percent Percent TestHour Project Base Increase Project Base Increase Project Base Increase Project Base Increase Satisfied?AM 86 1,476 5.83% 60 1,289 4.65%‐‐ ‐66 254 25.98%1 Newport Coast Drive/Sage Hill SchoolPM 18 1,211 1.49% 13 1,235 1.05%‐‐ ‐21 178 11.80% YesAM 26 1,159 2.24% 80 1,342 5.96%‐‐ ‐0 1 0.00%2 Newport Coast Drive/Gas RecoveryPM 5 1,099 0.45% 20 1,295 1.54%‐‐ ‐0 1 0.00% YesAM 12 919 1.31% 20 1,024 1.95% 14 397 3.53%‐‐ ‐3 Newport Coast Drive/San Joaquin Hills RoadPM 2 926 0.22% 7 1,195 0.59% 3 386 0.78%‐‐ ‐YesAM 8 777 1.03% 9 836 1.08% 0 289 0.00% 4 564 0.71%4 Newport Coast Drive/Ridge Park RoadPM 1 949 0.11% 3 960 0.31% 0 251 0.00% 1 242 0.41% YesAM 0 13 0.00% 6 441 1.36% 4 1,054 0.38% 4 1,317 0.30%5 Newport Coast Drive/Coast HighwayPM 0 44 0.00% 2 779 0.26% 0 1,288 0.00% 1 1,419 0.07% YesAM 0 1,552 0.00% 4 2,989 0.13% 4 431 0.93% 6 1,623 0.37%6 MacArthur Boulevard/Ford Road–Bonita Canyon DrivePM 0 2,876 0.00% 1 2,644 0.04% 1 412 0.24% 2 1,303 0.15% NoAM 0 1,000 0.00% 0 2,890 0.00% 4 414 0.97% 3 942 0.32%7 MacArthur Boulevard/San Joaquin Hills RoadPM 0 1,579 0.00% 0 2,147 0.00% 1 1,273 0.08% 1 703 0.14% NoAM 5 410 1.22% 0 138 0.00% 4 666 0.60% 7 830 0.00%8 Marguerite Avenue/San Joaquin Hills RoadPM 1 406 0.25% 0 137 0.00% 1 870 0.11% 2 577 0.00% YesAM 0 310 0.00% 0 230 0.00% 14 535 2.62% 11 296 3.72%9 Newport Ridge Drive East–Ridge Park Road/San Joaquin Hills RoadPM 0 242 0.00% 0 125 0.00% 3 592 0.51% 4 419 0.95% Yes = project contribution of 1 percent or moreTable C: City of Newport Beach 1 Percent Volume Analysis SummaryPrimary IntersectionNorthbound Southbound Eastbound WestboundApproach VolumesP:\CNB2101.02\xls\1 percent summary.xlsx\All (4/20/2023)65 ICU LOS ICU LOS ICU LOS ICU LOS AM PM AM PM1Newport Coast Drive/Sage Hill School0.43 A 0.37 A 0.53 A 0.38 A 0.10 0.01 No No2Newport Coast Drive/Gas Recovery0.56 A 0.42 A 0.61 B 0.42 A 0.05 0.00 No No3Newport Coast Drive/San Joaquin Hills Road0.30 A 0.31 A 0.31 A 0.31 A 0.01 0.00 No No4Newport Coast Drive/Ridge Park Road0.51 A 0.46 A 0.52 A 0.46 A 0.01 0.00 No No5Newport Coast Drive/Coast Highway0.42 A 0.49 A 0.42 A 0.49 A 0.00 0.00 No No6 MacArthur Boulevard/Ford Road–Bonita Canyon Drive0.62 B 0.75 C‐‐‐‐‐‐N/A N/A7 MacArthur Boulevard/San Joaquin Hills Road0.49 A 0.71 C‐‐‐‐‐‐N/A N/A8Marguerite Avenue/San Joaquin Hills Road0.38 A 0.42 A 0.38 A 0.42 A 0.00 0.00 No No9Newport Ridge Drive East–Ridge Park Road/San Joaquin Hills Road 0.30 A 0.26 A 0.30 A 0.26 A 0.00 0.00 No No∆ = change inICU = Intersection Capacity UtilizationLOS = level of serviceN/A = not applicableTable D: Future Year 2027 Intersection Level of Service SummaryFuture Year 2027 Future Year 2027 Plus ProjectAM Peak Hour PM Peak Hour AM Peak Hour PM Peak HourIntersectionPeak‐Hour∆ in ICUProject LOSImpact?P:\CNB2101.02\xls\LOS.xlsx\Future+Proj (5/24/2023)66 242 / 1390 / 178 / 601 / 0 345 / 29766 / 921Newport Coast Dr/Sage Hill School2Newport Coast Dr/Gas Recovery3Newport Coast Dr/San Joaquin Hills Rd318 / 134365 / 434784 / 716223 / 82946 / 980433 / 33327 / 2710 / 6412 / 25699 / 11203 / 15234 / 4278 / 103845 / 1124331 / 324112 / 13710 / 1270 / 474Newport Coast Dr/Ridge Park Rd5Newport Coast Dr/Coast Hwy6MacArthur Blvd/Ford Rd‐Bonita Canyon Dr535 / 45647 / 1732 / 91394 / 227659 / 414259 / 29316 / 21131 / 14816 / 39128 / 84334 / 1125 / 50242 / 356420 / 590311 / 32448 / 75216 / 270213 / 2217MacArthur Blvd/San Joaquin Hills Rd8Marguerite Ave/San Joaquin Hills Rd9Newport Ridge Dr E/San Joaquin Hills RdFIGURE 8LEGENDXXX / YYYAM / PM VolumeN Sage Hill School Expansion Future Year 2027 Plus Project Peak‐Hour Traffic Volumes29 / 1465 / 3671 / 2794 / 62217 / 18664 / 421002 / 3391387 / 1340111 / 60875 / 150514 / 14272 / 23732 / 30111 / 14047 / 7430 / 4761 / 16501 / 468818 / 90011 / 1377 / 127215 / 301525 / 1611349 / 12481045 / 11881037 / 1068573 / 7081184 / 11031 / 185 / 103846 / 82517 / 154 / 14132 / 21017 / 131333 / 2240298 / 55850 / 70140 / 5893 / 206 / 1079 / 472370 / 186794 / 114674 / 821650 / 760185 / 19110 / 12P:\CNB2101.02\xls\figures\Fig 8 ‐ Future Year 2027 Plus Project Peak‐Hour Volumes.xlsx (4/20/2023)67 20 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) ACCESS AND ON‐SITE CIRCULATION As previously described, access to the campus is provided via the signalized RIROLO intersection of Newport Coast Drive/Sage Hill School. The regional trip distribution and assignment of the proposed project are illustrated on Figure 3. Based on the LOS analysis, Newport Coast Drive/Sage Hill School currently operates at satisfactory LOS A during both peak hours. With implementation of the proposed project, this intersection would continue operating at satisfactory LOS A during both peak hours. As such, adequate access is provided for the existing site and the proposed project. CONGESTION MANAGEMENT PROGRAM CONSISTENCY REQUIREMENTS The County of Orange CMP Highway System includes one roadway arterial in the project area: Coast Highway, but it does not include any intersections 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 617 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. 68 21 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) 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). 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. 69 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) APPENDIX A EXISTING TRAFFIC VOLUMES 70 File Name : 01_NPB_NC_Sage AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: Sage Hill Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Sage Hill Westbound Newport Coast Drive Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 129 129 0 0 0 95 4 99 228 07:15 AM 0 161 161 2 3 5 142 16 158 324 07:30 AM 0 246 246 4 12 16 204 45 249 511 07:45 AM 0 290 290 8 30 38 245 68 313 641 Total 0 826 826 14 45 59 686 133 819 1704 08:00 AM 0 308 308 8 29 37 280 79 359 704 08:15 AM 0 385 385 27 87 114 244 209 453 952 08:30 AM 0 306 306 15 50 65 268 83 351 722 08:45 AM 0 298 298 4 3 7 207 13 220 525 Total 0 1297 1297 54 169 223 999 384 1383 2903 Grand Total 0 2123 2123 68 214 282 1685 517 2202 4607 Apprch %0 100 24.1 75.9 76.5 23.5 Total %0 46.1 46.1 1.5 4.6 6.1 36.6 11.2 47.8 Newport Coast Drive Southbound Sage Hill Westbound Newport Coast Drive Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 290 290 8 30 38 245 68 313 641 08:00 AM 0 308 308 8 29 37 280 79 359 704 08:15 AM 0 385 385 27 87 114 244 209 453 952 08:30 AM 0 306 306 15 50 65 268 83 351 722 Total Volume 0 1289 1289 58 196 254 1037 439 1476 3019 % App. Total 0 100 22.8 77.2 70.3 29.7 PHF .000 .837 .837 .537 .563 .557 .926 .525 .815 .793 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 71 File Name : 01_NPB_NC_Sage AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: Sage Hill Weather: Clear Newport Coast Drive Sage Hill Newport Coast Drive Thru 1289 Left 0 InOut Total 1233 1289 2522 Right196 Left58 OutTotalIn439 254 693 Thru 1037 Right 439 Out TotalIn 1347 1476 2823 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:45 AM 07:45 AM +0 mins.0 308 308 8 30 38 245 68 313 +15 mins.0 385 385 8 29 37 280 79 359 +30 mins.0 306 306 27 87 114 244 209 453 +45 mins.0 298 298 15 50 65 268 83 351 Total Volume 0 1297 1297 58 196 254 1037 439 1476 % App. Total 0 100 22.8 77.2 70.3 29.7 PHF .000 .842 .842 .537 .563 .557 .926 .525 .815 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 72 File Name : 01_NPB_NC_Sage PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: Sage Hill Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Sage Hill Westbound Newport Coast Drive Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:30 PM 0 243 243 6 29 35 306 19 325 603 04:45 PM 0 304 304 8 18 26 266 38 304 634 Total 0 547 547 14 47 61 572 57 629 1237 05:00 PM 0 318 318 22 35 57 278 47 325 700 05:15 PM 0 304 304 10 28 38 274 33 307 649 05:30 PM 0 309 309 13 44 57 250 25 275 641 05:45 PM 0 281 281 7 18 25 215 44 259 565 Total 0 1212 1212 52 125 177 1017 149 1166 2555 06:00 PM 0 202 202 9 19 28 237 30 267 497 06:15 PM 0 227 227 9 26 35 206 44 250 512 Grand Total 0 2188 2188 84 217 301 2032 280 2312 4801 Apprch %0 100 27.9 72.1 87.9 12.1 Total %0 45.6 45.6 1.7 4.5 6.3 42.3 5.8 48.2 Newport Coast Drive Southbound Sage Hill Westbound Newport Coast Drive Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 304 304 8 18 26 266 38 304 634 05:00 PM 0 318 318 22 35 57 278 47 325 700 05:15 PM 0 304 304 10 28 38 274 33 307 649 05:30 PM 0 309 309 13 44 57 250 25 275 641 Total Volume 0 1235 1235 53 125 178 1068 143 1211 2624 % App. Total 0 100 29.8 70.2 88.2 11.8 PHF .000 .971 .971 .602 .710 .781 .960 .761 .932 .937 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 73 File Name : 01_NPB_NC_Sage PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: Sage Hill Weather: Clear Newport Coast Drive Sage Hill Newport Coast Drive Thru 1235 Left 0 InOut Total 1193 1235 2428 Right125 Left53 OutTotalIn143 178 321 Thru 1068 Right 143 Out TotalIn 1288 1211 2499 Peak Hour Begins at 04:45 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:30 PM +0 mins.0 304 304 8 18 26 306 19 325 +15 mins.0 318 318 22 35 57 266 38 304 +30 mins.0 304 304 10 28 38 278 47 325 +45 mins.0 309 309 13 44 57 274 33 307 Total Volume 0 1235 1235 53 125 178 1124 137 1261 % App. Total 0 100 29.8 70.2 89.1 10.9 PHF .000 .971 .971 .602 .710 .781 .918 .729 .970 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 74 File Name : 02_NPB_NC_Gas AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: Renewable Energy Facility Driveway Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Renewable Energy Facility Driveway Westbound Newport Coast Drive Northbound Construction Driveway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 118 0 6 124 0 1 0 1 0 96 0 0 96 0 0 0 0 221 07:15 AM 0 149 0 15 164 1 1 0 2 0 144 0 0 144 1 0 0 1 311 07:30 AM 0 197 0 36 233 0 0 0 0 0 215 0 0 215 0 0 0 0 448 07:45 AM 0 240 0 58 298 0 0 0 0 0 253 0 0 253 0 0 0 0 551 Total 0 704 0 115 819 1 2 0 3 0 708 0 0 708 1 0 0 1 1531 08:00 AM 0 231 0 67 298 0 1 0 1 0 292 1 0 293 0 0 0 0 592 08:15 AM 0 278 0 132 410 0 0 0 0 0 320 0 0 320 0 0 0 0 730 08:30 AM 0 276 0 60 336 0 0 0 0 0 293 0 0 293 0 0 0 0 629 08:45 AM 0 283 4 15 302 0 0 0 0 0 199 0 0 199 0 0 0 0 501 Total 0 1068 4 274 1346 0 1 0 1 0 1104 1 0 1105 0 0 0 0 2452 Grand Total 0 1772 4 389 2165 1 3 0 4 0 1812 1 0 1813 1 0 0 1 3983 Apprch %0 81.8 0.2 18 25 75 0 0 99.9 0.1 0 100 0 0 Total %0 44.5 0.1 9.8 54.4 0 0.1 0 0.1 0 45.5 0 0 45.5 0 0 0 0 Newport Coast Drive Southbound Renewable Energy Facility Driveway Westbound Newport Coast Drive Northbound Construction Driveway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 240 0 58 298 0 0 0 0 0 253 0 0 253 0 0 0 0 551 08:00 AM 0 231 0 67 298 0 1 0 1 0 292 1 0 293 0 0 0 0 592 08:15 AM 0 278 0 132 410 0 0 0 0 0 320 0 0 320 0 0 0 0 730 08:30 AM 0 276 0 60 336 0 0 0 0 0 293 0 0 293 0 0 0 0 629 Total Volume 0 1025 0 317 1342 0 1 0 1 0 1158 1 0 1159 0 0 0 0 2502 % App. Total 0 76.4 0 23.6 0 100 0 0 99.9 0.1 0 0 0 0 PHF .000 .922 .000 .600 .818 .000 .250 .000 .250 .000 .905 .250 .000 .905 .000 .000 .000 .000 .857 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 75 File Name : 02_NPB_NC_Gas AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: Renewable Energy Facility Driveway Weather: Clear Newport Coast Drive Construction Driveway Renewable Energy Facility Driveway Newport Coast Drive Right 0 Thru 1025 Left 0 U-Turns 317 InOut Total 1158 1342 2500 Right0 Thru1 Left0 OutTotalIn1 1 2 Left 0 Thru 1158 Right 1 U-Turns 0 Out TotalIn 1025 1159 2184 Left0 Thru0 Right0 TotalOutIn1 0 1 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 76 File Name : 02_NPB_NC_Gas AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 3 City of Newport Beach N/S: Newport Coast Drive E/W: Renewable Energy Facility Driveway Weather: Clear Newport Coast Drive Southbound Renewable Energy Facility Driveway Westbound Newport Coast Drive Northbound Construction Driveway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:00 AM 07:45 AM 07:00 AM +0 mins.0 231 0 67 298 0 1 0 1 0 253 0 0 253 0 0 0 0 +15 mins.0 278 0 132 410 1 1 0 2 0 292 1 0 293 1 0 0 1 +30 mins.0 276 0 60 336 0 0 0 0 0 320 0 0 320 0 0 0 0 +45 mins.0 283 4 15 302 0 0 0 0 0 293 0 0 293 0 0 0 0 Total Volume 0 1068 4 274 1346 1 2 0 3 0 1158 1 0 1159 1 0 0 1 % App. Total 0 79.3 0.3 20.4 33.3 66.7 0 0 99.9 0.1 0 100 0 0 PHF .000 .943 .250 .519 .821 .250 .500 .000 .375 .000 .905 .250 .000 .905 .250 .000 .000 .250 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 77 File Name : 02_NPB_NC_Gas PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: Renewable Energy Facility Driveway Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Renewable Energy Facility Driveway Westbound Newport Coast Drive Northbound Construction Driveway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Int. Total 04:30 PM 0 227 0 21 248 0 0 0 0 0 308 0 0 308 0 0 0 0 556 04:45 PM 0 277 0 24 301 0 0 0 0 0 292 0 0 292 0 0 0 0 593 Total 0 504 0 45 549 0 0 0 0 0 600 0 0 600 0 0 0 0 1149 05:00 PM 0 307 0 37 344 0 0 0 0 0 282 0 0 282 0 0 0 0 626 05:15 PM 0 290 0 29 319 0 0 0 0 0 279 0 0 279 0 0 0 0 598 05:30 PM 0 307 0 24 331 0 0 1 1 0 245 1 0 246 0 0 0 0 578 05:45 PM 0 251 0 34 285 0 0 0 0 0 233 0 0 233 0 0 0 0 518 Total 0 1155 0 124 1279 0 0 1 1 0 1039 1 0 1040 0 0 0 0 2320 06:00 PM 0 197 0 20 217 0 0 0 0 0 239 0 0 239 0 0 0 0 456 06:15 PM 0 215 0 25 240 0 0 1 1 0 224 1 0 225 0 0 0 0 466 Grand Total 0 2071 0 214 2285 0 0 2 2 0 2102 2 0 2104 0 0 0 0 4391 Apprch %0 90.6 0 9.4 0 0 100 0 99.9 0.1 0 0 0 0 Total %0 47.2 0 4.9 52 0 0 0 0 0 47.9 0 0 47.9 0 0 0 0 Newport Coast Drive Southbound Renewable Energy Facility Driveway Westbound Newport Coast Drive Northbound Construction Driveway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 277 0 24 301 0 0 0 0 0 292 0 0 292 0 0 0 0 593 05:00 PM 0 307 0 37 344 0 0 0 0 0 282 0 0 282 0 0 0 0 626 05:15 PM 0 290 0 29 319 0 0 0 0 0 279 0 0 279 0 0 0 0 598 05:30 PM 0 307 0 24 331 0 0 1 1 0 245 1 0 246 0 0 0 0 578 Total Volume 0 1181 0 114 1295 0 0 1 1 0 1098 1 0 1099 0 0 0 0 2395 % App. Total 0 91.2 0 8.8 0 0 100 0 99.9 0.1 0 0 0 0 PHF .000 .962 .000 .770 .941 .000 .000 .250 .250 .000 .940 .250 .000 .941 .000 .000 .000 .000 .956 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 78 File Name : 02_NPB_NC_Gas PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: Renewable Energy Facility Driveway Weather: Clear Newport Coast Drive Construction Driveway Renewable Energy Facility Driveway Newport Coast Drive Right 0 Thru 1181 Left 0 U-Turns 114 InOut Total 1099 1295 2394 Right1 Thru0 Left0 OutTotalIn1 1 2 Left 0 Thru 1098 Right 1 U-Turns 0 Out TotalIn 1181 1099 2280 Left0 Thru0 Right0 TotalOutIn0 0 0 Peak Hour Begins at 04:45 PM Total Volume Peak Hour Data North Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 79 File Name : 02_NPB_NC_Gas PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 3 City of Newport Beach N/S: Newport Coast Drive E/W: Renewable Energy Facility Driveway Weather: Clear Newport Coast Drive Southbound Renewable Energy Facility Driveway Westbound Newport Coast Drive Northbound Construction Driveway Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:30 PM 04:30 PM 04:30 PM +0 mins.0 277 0 24 301 0 0 1 1 0 308 0 0 308 0 0 0 0 +15 mins.0 307 0 37 344 0 0 0 0 0 292 0 0 292 0 0 0 0 +30 mins.0 290 0 29 319 0 0 0 0 0 282 0 0 282 0 0 0 0 +45 mins.0 307 0 24 331 0 0 1 1 0 279 0 0 279 0 0 0 0 Total Volume 0 1181 0 114 1295 0 0 2 2 0 1161 0 0 1161 0 0 0 0 % App. Total 0 91.2 0 8.8 0 0 100 0 100 0 0 0 0 0 PHF .000 .962 .000 .770 .941 .000 .000 .500 .500 .000 .942 .000 .000 .942 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 80 File Name : 03_NPB_NC_San J AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: San Joaquin Hills Road Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Dead End Westbound Newport Coast Drive Northbound San Joaquin Hills Road Eastbound Start Time U-Turns Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 92 21 113 0 0 0 0 8 67 0 75 33 0 13 46 234 07:15 AM 1 135 18 154 0 0 0 0 8 104 0 112 49 0 14 63 329 07:30 AM 0 152 42 194 0 0 0 0 22 149 0 171 70 0 17 87 452 07:45 AM 0 198 48 246 0 0 0 0 30 191 0 221 71 0 15 86 553 Total 1 577 129 707 0 0 0 0 68 511 0 579 223 0 59 282 1568 08:00 AM 0 177 38 215 0 0 0 0 16 235 0 251 82 0 14 96 562 08:15 AM 8 204 63 275 0 0 0 0 14 182 0 196 108 0 22 130 601 08:30 AM 3 230 55 288 0 0 0 0 25 226 0 251 70 0 15 85 624 08:45 AM 0 217 60 277 0 0 0 0 21 140 0 161 62 0 16 78 516 Total 11 828 216 1055 0 0 0 0 76 783 0 859 322 0 67 389 2303 Grand Total 12 1405 345 1762 0 0 0 0 144 1294 0 1438 545 0 126 671 3871 Apprch %0.7 79.7 19.6 0 0 0 10 90 0 81.2 0 18.8 Total %0.3 36.3 8.9 45.5 0 0 0 0 3.7 33.4 0 37.1 14.1 0 3.3 17.3 Newport Coast Drive Southbound Dead End Westbound Newport Coast Drive Northbound San Joaquin Hills Road Eastbound Start Time U-Turns Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 198 48 246 0 0 0 0 30 191 0 221 71 0 15 86 553 08:00 AM 0 177 38 215 0 0 0 0 16 235 0 251 82 0 14 96 562 08:15 AM 8 204 63 275 0 0 0 0 14 182 0 196 108 0 22 130 601 08:30 AM 3 230 55 288 0 0 0 0 25 226 0 251 70 0 15 85 624 Total Volume 11 809 204 1024 0 0 0 0 85 834 0 919 331 0 66 397 2340 % App. Total 1.1 79 19.9 0 0 0 9.2 90.8 0 83.4 0 16.6 PHF .344 .879 .810 .889 .000 .000 .000 .000 .708 .887 .000 .915 .766 .000 .750 .763 .938 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 81 File Name : 03_NPB_NC_San J AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: San Joaquin Hills Road Weather: Clear Newport Coast Drive San Joaquin Hills Road Dead End Newport Coast Drive Right 204 Thru 809 U-Turns 11 InOut Total 1165 1024 2189 Right0 Thru0 Left0 OutTotalIn11 0 11 Left 85 Thru 834 Right 0 Out TotalIn 875 919 1794 Left331 Thru0 Right66 TotalOutIn289 397 686 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:00 AM 07:45 AM 07:30 AM +0 mins.0 177 38 215 0 0 0 0 30 191 0 221 70 0 17 87 +15 mins.8 204 63 275 0 0 0 0 16 235 0 251 71 0 15 86 +30 mins.3 230 55 288 0 0 0 0 14 182 0 196 82 0 14 96 +45 mins.0 217 60 277 0 0 0 0 25 226 0 251 108 0 22 130 Total Volume 11 828 216 1055 0 0 0 0 85 834 0 919 331 0 68 399 % App. Total 1 78.5 20.5 0 0 0 9.2 90.8 0 83 0 17 PHF .344 .900 .857 .916 .000 .000 .000 .000 .708 .887 .000 .915 .766 .000 .773 .767 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 82 File Name : 03_NPB_NC_San J PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: San Joaquin Hills Road Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Dead End Westbound Newport Coast Drive Northbound San Joaquin Hills Road Eastbound Start Time U-Turns Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:30 PM 0 166 59 225 0 0 0 0 28 241 0 269 75 0 17 92 586 04:45 PM 0 233 68 301 0 0 0 0 23 234 0 257 60 0 30 90 648 Total 0 399 127 526 0 0 0 0 51 475 0 526 135 0 47 182 1234 05:00 PM 0 225 78 303 0 0 0 0 26 210 0 236 80 0 17 97 636 05:15 PM 0 212 66 278 0 0 0 0 27 208 0 235 71 0 23 94 607 05:30 PM 1 227 82 310 0 0 0 0 24 171 0 195 80 0 19 99 604 05:45 PM 0 198 60 258 0 0 0 0 21 174 0 195 55 0 20 75 528 Total 1 862 286 1149 0 0 0 0 98 763 0 861 286 0 79 365 2375 06:00 PM 0 148 52 200 0 0 0 0 26 156 0 182 74 0 10 84 466 06:15 PM 0 166 53 219 0 0 0 0 21 150 0 171 78 0 16 94 484 Grand Total 1 1575 518 2094 0 0 0 0 196 1544 0 1740 573 0 152 725 4559 Apprch %0 75.2 24.7 0 0 0 11.3 88.7 0 79 0 21 Total %0 34.5 11.4 45.9 0 0 0 0 4.3 33.9 0 38.2 12.6 0 3.3 15.9 Newport Coast Drive Southbound Dead End Westbound Newport Coast Drive Northbound San Joaquin Hills Road Eastbound Start Time U-Turns Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 233 68 301 0 0 0 0 23 234 0 257 60 0 30 90 648 05:00 PM 0 225 78 303 0 0 0 0 26 210 0 236 80 0 17 97 636 05:15 PM 0 212 66 278 0 0 0 0 27 208 0 235 71 0 23 94 607 05:30 PM 1 227 82 310 0 0 0 0 24 171 0 195 80 0 19 99 604 Total Volume 1 897 294 1192 0 0 0 0 100 823 0 923 291 0 89 380 2495 % App. Total 0.1 75.3 24.7 0 0 0 10.8 89.2 0 76.6 0 23.4 PHF .250 .962 .896 .961 .000 .000 .000 .000 .926 .879 .000 .898 .909 .000 .742 .960 .963 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 83 File Name : 03_NPB_NC_San J PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: San Joaquin Hills Road Weather: Clear Newport Coast Drive San Joaquin Hills Road Dead End Newport Coast Drive Right 294 Thru 897 U-Turns 1 InOut Total 1114 1192 2306 Right0 Thru0 Left0 OutTotalIn1 0 1 Left 100 Thru 823 Right 0 Out TotalIn 986 923 1909 Left291 Thru0 Right89 TotalOutIn394 380 774 Peak Hour Begins at 04:45 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:30 PM 04:30 PM 04:45 PM +0 mins.0 233 68 301 0 0 0 0 28 241 0 269 60 0 30 90 +15 mins.0 225 78 303 0 0 0 0 23 234 0 257 80 0 17 97 +30 mins.0 212 66 278 0 0 0 0 26 210 0 236 71 0 23 94 +45 mins.1 227 82 310 0 0 0 0 27 208 0 235 80 0 19 99 Total Volume 1 897 294 1192 0 0 0 0 104 893 0 997 291 0 89 380 % App. Total 0.1 75.3 24.7 0 0 0 10.4 89.6 0 76.6 0 23.4 PHF .250 .962 .896 .961 .000 .000 .000 .000 .929 .926 .000 .927 .909 .000 .742 .960 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 84 File Name : 04_NPB_NC_RiPa AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: Ridge Park Road Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Ridge Park Road Westbound Newport Coast Drive Northbound Ridge Park Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 95 2 109 3 12 21 36 12 57 1 70 1 5 15 21 236 07:15 AM 23 116 3 142 0 19 31 50 11 86 0 97 3 17 21 41 330 07:30 AM 27 135 4 166 4 34 54 92 24 113 6 143 5 20 27 52 453 07:45 AM 30 170 0 200 0 33 59 92 20 170 5 195 5 22 38 65 552 Total 92 516 9 617 7 98 165 270 67 426 12 505 14 64 101 179 1571 08:00 AM 36 158 1 195 4 36 100 140 32 165 3 200 28 15 24 67 602 08:15 AM 50 145 4 199 9 87 76 172 24 166 4 194 52 19 20 91 656 08:30 AM 66 171 5 242 14 67 79 160 18 165 5 188 14 22 30 66 656 08:45 AM 52 195 2 249 7 26 31 64 30 141 6 177 3 18 21 42 532 Total 204 669 12 885 34 216 286 536 104 637 18 759 97 74 95 266 2446 Grand Total 296 1185 21 1502 41 314 451 806 171 1063 30 1264 111 138 196 445 4017 Apprch %19.7 78.9 1.4 5.1 39 56 13.5 84.1 2.4 24.9 31 44 Total %7.4 29.5 0.5 37.4 1 7.8 11.2 20.1 4.3 26.5 0.7 31.5 2.8 3.4 4.9 11.1 Newport Coast Drive Southbound Ridge Park Road Westbound Newport Coast Drive Northbound Ridge Park Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 30 170 0 200 0 33 59 92 20 170 5 195 5 22 38 65 552 08:00 AM 36 158 1 195 4 36 100 140 32 165 3 200 28 15 24 67 602 08:15 AM 50 145 4 199 9 87 76 172 24 166 4 194 52 19 20 91 656 08:30 AM 66 171 5 242 14 67 79 160 18 165 5 188 14 22 30 66 656 Total Volume 182 644 10 836 27 223 314 564 94 666 17 777 99 78 112 289 2466 % App. Total 21.8 77 1.2 4.8 39.5 55.7 12.1 85.7 2.2 34.3 27 38.8 PHF .689 .942 .500 .864 .482 .641 .785 .820 .734 .979 .850 .971 .476 .886 .737 .794 .940 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 85 File Name : 04_NPB_NC_RiPa AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: Ridge Park Road Weather: Clear Newport Coast Drive Ridge Park Road Ridge Park Road Newport Coast Drive Right 10 Thru 644 Left 182 InOut Total 1079 836 1915 Right314 Thru223 Left27 OutTotalIn277 564 841 Left 94 Thru 666 Right 17 Out TotalIn 783 777 1560 Left99 Thru78 Right112 TotalOutIn327 289 616 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:45 AM 07:45 AM 07:45 AM +0 mins.36 158 1 195 0 33 59 92 20 170 5 195 5 22 38 65 +15 mins.50 145 4 199 4 36 100 140 32 165 3 200 28 15 24 67 +30 mins.66 171 5 242 9 87 76 172 24 166 4 194 52 19 20 91 +45 mins.52 195 2 249 14 67 79 160 18 165 5 188 14 22 30 66 Total Volume 204 669 12 885 27 223 314 564 94 666 17 777 99 78 112 289 % App. Total 23.1 75.6 1.4 4.8 39.5 55.7 12.1 85.7 2.2 34.3 27 38.8 PHF .773 .858 .600 .889 .482 .641 .785 .820 .734 .979 .850 .971 .476 .886 .737 .794 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 86 File Name : 04_NPB_NC_RiPa PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive E/W: Ridge Park Road Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Ridge Park Road Westbound Newport Coast Drive Northbound Ridge Park Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:30 PM 44 141 1 186 7 17 27 51 36 224 4 264 3 29 32 64 565 04:45 PM 49 200 2 251 8 25 46 79 24 205 6 235 1 27 43 71 636 Total 93 341 3 437 15 42 73 130 60 429 10 499 4 56 75 135 1201 05:00 PM 43 197 5 245 6 19 38 63 27 181 1 209 4 23 34 61 578 05:15 PM 54 220 4 278 6 21 22 49 27 210 4 241 3 24 28 55 623 05:30 PM 49 180 3 232 4 19 30 53 22 157 5 184 4 28 38 70 539 05:45 PM 53 158 2 213 4 25 31 60 35 145 4 184 2 27 28 57 514 Total 199 755 14 968 20 84 121 225 111 693 14 818 13 102 128 243 2254 06:00 PM 36 137 4 177 7 17 29 53 25 152 2 179 2 20 21 43 452 06:15 PM 38 135 2 175 4 12 34 50 25 140 2 167 3 30 22 55 447 Grand Total 366 1368 23 1757 46 155 257 458 221 1414 28 1663 22 208 246 476 4354 Apprch %20.8 77.9 1.3 10 33.8 56.1 13.3 85 1.7 4.6 43.7 51.7 Total %8.4 31.4 0.5 40.4 1.1 3.6 5.9 10.5 5.1 32.5 0.6 38.2 0.5 4.8 5.6 10.9 Newport Coast Drive Southbound Ridge Park Road Westbound Newport Coast Drive Northbound Ridge Park Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 44 141 1 186 7 17 27 51 36 224 4 264 3 29 32 64 565 04:45 PM 49 200 2 251 8 25 46 79 24 205 6 235 1 27 43 71 636 05:00 PM 43 197 5 245 6 19 38 63 27 181 1 209 4 23 34 61 578 05:15 PM 54 220 4 278 6 21 22 49 27 210 4 241 3 24 28 55 623 Total Volume 190 758 12 960 27 82 133 242 114 820 15 949 11 103 137 251 2402 % App. Total 19.8 79 1.2 11.2 33.9 55 12 86.4 1.6 4.4 41 54.6 PHF .880 .861 .600 .863 .844 .820 .723 .766 .792 .915 .625 .899 .688 .888 .797 .884 .944 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 87 File Name : 04_NPB_NC_RiPa PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive E/W: Ridge Park Road Weather: Clear Newport Coast Drive Ridge Park Road Ridge Park Road Newport Coast Drive Right 12 Thru 758 Left 190 InOut Total 964 960 1924 Right133 Thru82 Left27 OutTotalIn308 242 550 Left 114 Thru 820 Right 15 Out TotalIn 922 949 1871 Left11 Thru103 Right137 TotalOutIn208 251 459 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:30 PM 04:45 PM +0 mins.49 200 2 251 8 25 46 79 36 224 4 264 1 27 43 71 +15 mins.43 197 5 245 6 19 38 63 24 205 6 235 4 23 34 61 +30 mins.54 220 4 278 6 21 22 49 27 181 1 209 3 24 28 55 +45 mins.49 180 3 232 4 19 30 53 27 210 4 241 4 28 38 70 Total Volume 195 797 14 1006 24 84 136 244 114 820 15 949 12 102 143 257 % App. Total 19.4 79.2 1.4 9.8 34.4 55.7 12 86.4 1.6 4.7 39.7 55.6 PHF .903 .906 .700 .905 .750 .840 .739 .772 .792 .915 .625 .899 .750 .911 .831 .905 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 88 File Name : 05_NPB_NC_Coast AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive/State Park E/W: Coast Highway Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Coast Highway Westbound State Park Northbound Coast Highway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 23 201 3 227 45 2 14 61 0 142 38 180 2 4 0 6 474 07:15 AM 36 213 2 251 43 2 25 70 1 179 58 238 1 0 0 1 560 07:30 AM 26 214 1 241 56 2 31 89 2 229 79 310 0 3 0 3 643 07:45 AM 55 216 2 273 88 3 32 123 1 245 80 326 2 2 1 5 727 Total 140 844 8 992 232 9 102 343 4 795 255 1054 5 9 1 15 2404 08:00 AM 35 221 3 259 68 2 31 101 4 233 89 326 0 1 4 5 691 08:15 AM 56 175 2 233 69 3 34 106 0 205 89 294 0 0 0 0 633 08:30 AM 45 186 3 234 70 9 32 111 5 211 89 305 2 0 1 3 653 08:45 AM 48 162 5 215 98 7 45 150 1 221 78 300 4 1 2 7 672 Total 184 744 13 941 305 21 142 468 10 870 345 1225 6 2 7 15 2649 Grand Total 324 1588 21 1933 537 30 244 811 14 1665 600 2279 11 11 8 30 5053 Apprch %16.8 82.2 1.1 66.2 3.7 30.1 0.6 73.1 26.3 36.7 36.7 26.7 Total %6.4 31.4 0.4 38.3 10.6 0.6 4.8 16 0.3 33 11.9 45.1 0.2 0.2 0.2 0.6 Newport Coast Drive Southbound Coast Highway Westbound State Park Northbound Coast Highway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 55 216 2 273 88 3 32 123 1 245 80 326 2 2 1 5 727 08:00 AM 35 221 3 259 68 2 31 101 4 233 89 326 0 1 4 5 691 08:15 AM 56 175 2 233 69 3 34 106 0 205 89 294 0 0 0 0 633 08:30 AM 45 186 3 234 70 9 32 111 5 211 89 305 2 0 1 3 653 Total Volume 191 798 10 999 295 17 129 441 10 894 347 1251 4 3 6 13 2704 % App. Total 19.1 79.9 1 66.9 3.9 29.3 0.8 71.5 27.7 30.8 23.1 46.2 PHF .853 .903 .833 .915 .838 .472 .949 .896 .500 .912 .975 .959 .500 .375 .375 .650 .930 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 89 File Name : 05_NPB_NC_Coast AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive/State Park E/W: Coast Highway Weather: Clear Newport Coast Drive Coast Highway Coast Highway State Park Right 10 Thru 798 Left 191 InOut Total 1027 999 2026 Right129 Thru17 Left295 OutTotalIn541 441 982 Left 10 Thru 894 Right 347 Out TotalIn 1099 1251 2350 Left4 Thru3 Right6 TotalOutIn37 13 50 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 08:00 AM 07:30 AM 07:00 AM +0 mins.36 213 2 251 68 2 31 101 2 229 79 310 2 4 0 6 +15 mins.26 214 1 241 69 3 34 106 1 245 80 326 1 0 0 1 +30 mins.55 216 2 273 70 9 32 111 4 233 89 326 0 3 0 3 +45 mins.35 221 3 259 98 7 45 150 0 205 89 294 2 2 1 5 Total Volume 152 864 8 1024 305 21 142 468 7 912 337 1256 5 9 1 15 % App. Total 14.8 84.4 0.8 65.2 4.5 30.3 0.6 72.6 26.8 33.3 60 6.7 PHF .691 .977 .667 .938 .778 .583 .789 .780 .438 .931 .947 .963 .625 .563 .250 .625 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 90 File Name : 05_NPB_NC_Coast PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Coast Drive/State Park E/W: Coast Highway Weather: Clear Groups Printed- Total Volume Newport Coast Drive Southbound Coast Highway Westbound State Park Northbound Coast Highway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:30 PM 21 236 3 260 92 5 63 160 0 282 106 388 1 4 3 8 816 04:45 PM 46 237 3 286 134 5 51 190 2 243 122 367 5 7 4 16 859 Total 67 473 6 546 226 10 114 350 2 525 228 755 6 11 7 24 1675 05:00 PM 26 280 2 308 124 2 53 179 0 245 107 352 4 3 3 10 849 05:15 PM 28 281 4 313 150 5 49 204 2 222 103 327 0 6 0 6 850 05:30 PM 46 267 3 316 149 1 56 206 2 228 84 314 5 4 3 12 848 05:45 PM 24 227 2 253 98 1 64 163 1 248 94 343 5 4 8 17 776 Total 124 1055 11 1190 521 9 222 752 5 943 388 1336 14 17 14 45 3323 06:00 PM 33 222 1 256 102 0 49 151 1 192 80 273 3 4 2 9 689 06:15 PM 30 198 0 228 82 0 42 124 0 223 82 305 1 0 2 3 660 Grand Total 254 1948 18 2220 931 19 427 1377 8 1883 778 2669 24 32 25 81 6347 Apprch %11.4 87.7 0.8 67.6 1.4 31 0.3 70.6 29.1 29.6 39.5 30.9 Total %4 30.7 0.3 35 14.7 0.3 6.7 21.7 0.1 29.7 12.3 42.1 0.4 0.5 0.4 1.3 Newport Coast Drive Southbound Coast Highway Westbound State Park Northbound Coast Highway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 46 237 3 286 134 5 51 190 2 243 122 367 5 7 4 16 859 05:00 PM 26 280 2 308 124 2 53 179 0 245 107 352 4 3 3 10 849 05:15 PM 28 281 4 313 150 5 49 204 2 222 103 327 0 6 0 6 850 05:30 PM 46 267 3 316 149 1 56 206 2 228 84 314 5 4 3 12 848 Total Volume 146 1065 12 1223 557 13 209 779 6 938 416 1360 14 20 10 44 3406 % App. Total 11.9 87.1 1 71.5 1.7 26.8 0.4 69 30.6 31.8 45.5 22.7 PHF .793 .948 .750 .968 .928 .650 .933 .945 .750 .957 .852 .926 .700 .714 .625 .688 .991 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 91 File Name : 05_NPB_NC_Coast PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Coast Drive/State Park E/W: Coast Highway Weather: Clear Newport Coast Drive Coast Highway Coast Highway State Park Right 12 Thru 1065 Left 146 InOut Total 1161 1223 2384 Right209 Thru13 Left557 OutTotalIn582 779 1361 Left 6 Thru 938 Right 416 Out TotalIn 1632 1360 2992 Left14 Thru20 Right10 TotalOutIn31 44 75 Peak Hour Begins at 04:45 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:30 PM 05:00 PM +0 mins.46 237 3 286 134 5 51 190 0 282 106 388 4 3 3 10 +15 mins.26 280 2 308 124 2 53 179 2 243 122 367 0 6 0 6 +30 mins.28 281 4 313 150 5 49 204 0 245 107 352 5 4 3 12 +45 mins.46 267 3 316 149 1 56 206 2 222 103 327 5 4 8 17 Total Volume 146 1065 12 1223 557 13 209 779 4 992 438 1434 14 17 14 45 % App. Total 11.9 87.1 1 71.5 1.7 26.8 0.3 69.2 30.5 31.1 37.8 31.1 PHF .793 .948 .750 .968 .928 .650 .933 .945 .500 .879 .898 .924 .700 .708 .438 .662 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 92 File Name : MA 4985 Site Code : 00000000 Start Date : 2/2/2023 Page No : 1 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: FORD RD/BONITA CYN RD Groups Printed- Turning Movement Count MACARTHUR BOULEVARD Southbound BONITA CANYON DRIVE Westbound MACARTHUR BOULEVARD Northbound FORD ROAD Eastbound Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total 07:00 7 427 123 0 69 29 54 0 15 151 5 1 6 24 4 0 915 07:15 3 464 108 0 122 59 61 4 18 198 10 0 12 43 5 0 1107 07:30 6 506 153 0 116 51 46 0 17 268 11 0 11 71 4 0 1260 07:45 8 543 137 0 183 105 86 4 31 304 11 0 13 73 7 0 1505 Total 24 1940 521 0 490 244 247 8 81 921 37 1 42 211 20 0 4787 08:00 17 515 138 0 198 189 93 1 34 311 31 0 14 86 9 0 1636 08:15 13 611 144 0 206 84 100 2 27 317 23 0 25 91 13 0 1656 08:30 10 546 128 0 194 52 122 2 38 323 10 1 18 77 5 0 1526 08:45 5 512 156 0 199 78 108 3 31 287 11 1 18 56 9 0 1474 Total 45 2184 566 0 797 403 423 8 130 1238 75 2 75 310 36 0 6292 16:30 16 400 159 0 196 67 62 0 116 524 14 1 17 64 10 0 1646 16:45 15 449 175 0 190 81 42 1 120 503 10 0 25 75 12 0 1698 Total 31 849 334 0 386 148 104 1 236 1027 24 1 42 139 22 0 3344 17:00 12 449 166 0 182 81 70 1 181 548 12 0 5 69 8 0 1784 17:15 15 434 187 1 182 89 76 3 101 438 11 2 5 95 9 0 1648 17:30 25 429 150 1 161 81 56 1 154 587 10 0 12 84 13 0 1764 17:45 10 379 165 0 162 80 54 2 112 421 12 2 7 65 4 0 1475 Total 62 1691 668 2 687 331 256 7 548 1994 45 4 29 313 34 0 6671 18:00 13 380 141 0 146 65 32 2 118 427 14 1 10 55 5 0 1409 18:15 12 364 128 0 133 56 30 2 99 419 11 0 12 64 4 0 1334 Grand Total 187 7408 2358 2 2639 1247 1092 28 1212 6026 206 9 210 1092 121 0 23837 Apprch %1.9 74.4 23.7 0 52.7 24.9 21.8 0.6 16.3 80.9 2.8 0.1 14.8 76.7 8.5 0 Total %0.8 31.1 9.9 0 11.1 5.2 4.6 0.1 5.1 25.3 0.9 0 0.9 4.6 0.5 0 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 93 File Name : MA 4985 Site Code : 00000000 Start Date : 2/2/2023 Page No : 2 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: FORD RD/BONITA CYN RD MACARTHUR BOULEVARD Southbound BONITA CANYON DRIVE Westbound MACARTHUR BOULEVARD Northbound FORD ROAD Eastbound Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 07:45 8 543 137 0 688 183 105 86 4 378 31 304 11 0 346 13 73 7 0 93 1505 08:00 17 515 138 0 670 198 189 93 1 481 34 311 31 0 376 14 86 9 0 109 1636 08:15 13 611 144 0 768 206 84 100 2 392 27 317 23 0 367 25 91 13 0 129 1656 08:30 10 546 128 0 684 194 52 122 2 370 38 323 10 1 372 18 77 5 0 100 1526 Total Volume 48 2215 547 0 2810 781 430 401 9 1621 130 1255 75 1 1461 70 327 34 0 431 6323 % App. Total 1.7 78.8 19.5 0 48.2 26.5 24.7 0.6 8.9 85.9 5.1 0.1 16.2 75.9 7.9 0 PHF .706 .906 .950 .000 .915 .948 .569 .822 .563 .843 .855 .971 .605 .250 .971 .700 .898 .654 .000 .835 .955 MACARTHUR BOULEVARD FORD ROAD BONITA CANYON DRIVE MACARTHUR BOULEVARD Right 48 Thru 2215 Left 547 U Turns 0 InOut Total 2070 2810 4880 Right781 Thru430 Left401 UTurns9 OutTotalIn1004 1621 2625 Left 75 Thru 1255 Right 130 U Turns 1 Out TotalIn 2686 1461 4147 Left34 Thru327 Right70 UTurns0 TotalOutIn553 431 984 Peak Hour Begins at 07:45 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 94 File Name : MA 4985 Site Code : 00000000 Start Date : 2/2/2023 Page No : 3 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: FORD RD/BONITA CYN RD MACARTHUR BOULEVARD Southbound BONITA CANYON DRIVE Westbound MACARTHUR BOULEVARD Northbound FORD ROAD Eastbound Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 15 449 175 0 639 190 81 42 1 314 120 503 10 0 633 25 75 12 0 112 1698 17:00 12 449 166 0 627 182 81 70 1 334 181 548 12 0 741 5 69 8 0 82 1784 17:15 15 434 187 1 637 182 89 76 3 350 101 438 11 2 552 5 95 9 0 109 1648 17:30 25 429 150 1 605 161 81 56 1 299 154 587 10 0 751 12 84 13 0 109 1764 Total Volume 67 1761 678 2 2508 715 332 244 6 1297 556 2076 43 2 2677 47 323 42 0 412 6894 % App. Total 2.7 70.2 27 0.1 55.1 25.6 18.8 0.5 20.8 77.5 1.6 0.1 11.4 78.4 10.2 0 PHF .670 .981 .906 .500 .981 .941 .933 .803 .500 .926 .768 .884 .896 .250 .891 .470 .850 .808 .000 .920 .966 MACARTHUR BOULEVARD FORD ROAD BONITA CANYON DRIVE MACARTHUR BOULEVARD Right 67 Thru 1761 Left 678 U Turns 2 InOut Total 2833 2508 5341 Right715 Thru332 Left244 UTurns6 OutTotalIn1557 1297 2854 Left 43 Thru 2076 Right 556 U Turns 2 Out TotalIn 2052 2677 4729 Left42 Thru323 Right47 UTurns0 TotalOutIn442 412 854 Peak Hour Begins at 16:45 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 95 File Name : MA 5070 Site Code : 00000000 Start Date : 2/1/2023 Page No : 1 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: SAN JOAQUIN HILLS ROAD Groups Printed- Turning Movement Count MACARTHUR BOULEVARD Southbound SAN JOAQUIN HILLS ROAD Westbound MACARTHUR BOULEVARD Northbound SAN JOAQUIN HILLS ROAD Eastbound Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total 07:00 134 305 109 0 78 31 1 0 0 108 5 1 7 16 13 0 808 07:15 139 275 72 1 75 38 3 0 0 131 11 0 3 20 12 0 780 07:30 163 293 110 1 101 41 1 0 2 178 15 0 10 32 13 0 960 07:45 191 303 142 1 168 105 5 0 0 138 26 0 12 42 9 0 1142 Total 627 1176 433 3 422 215 10 0 2 555 57 1 32 110 47 0 3690 08:00 188 295 124 1 176 139 2 0 3 221 36 0 14 49 27 0 1275 08:15 226 358 122 2 135 121 4 0 5 183 28 0 10 63 20 0 1277 08:30 242 314 150 2 142 52 6 0 2 212 19 0 10 70 22 0 1243 08:45 243 361 80 0 82 73 4 0 3 221 22 0 13 52 23 0 1177 Total 899 1328 476 5 535 385 16 0 13 837 105 0 47 234 92 0 4972 16:30 69 305 115 0 125 54 5 0 2 360 11 0 19 86 175 0 1326 16:45 84 305 110 2 98 64 2 0 3 365 10 0 13 92 173 0 1321 Total 153 610 225 2 223 118 7 0 5 725 21 0 32 178 348 0 2647 17:00 63 320 114 0 115 41 6 0 3 397 16 0 20 82 207 0 1384 17:15 72 349 106 2 118 59 8 0 5 316 17 1 22 89 197 0 1361 17:30 77 270 111 0 102 41 6 0 7 349 16 0 13 71 165 0 1228 17:45 83 305 95 1 106 50 2 0 2 357 11 0 23 63 155 0 1253 Total 295 1244 426 3 441 191 22 0 17 1419 60 1 78 305 724 0 5226 18:00 62 246 104 0 88 24 10 0 3 372 16 1 18 64 138 0 1146 18:15 54 266 104 0 80 36 3 0 1 309 5 0 20 48 104 0 1030 Total 116 512 208 0 168 60 13 0 4 681 21 1 38 112 242 0 2176 Grand Total 2090 4870 1768 13 1789 969 68 0 41 4217 264 3 227 939 1453 0 18711 Apprch %23.9 55.7 20.2 0.1 63.3 34.3 2.4 0 0.9 93.2 5.8 0.1 8.7 35.9 55.5 0 Total %11.2 26 9.4 0.1 9.6 5.2 0.4 0 0.2 22.5 1.4 0 1.2 5 7.8 0 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 96 File Name : MA 5070 Site Code : 00000000 Start Date : 2/1/2023 Page No : 2 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: SAN JOAQUIN HILLS ROAD MACARTHUR BOULEVARD Southbound SAN JOAQUIN HILLS ROAD Westbound MACARTHUR BOULEVARD Northbound SAN JOAQUIN HILLS ROAD Eastbound Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08:00 188 295 124 1 608 176 139 2 0 317 3 221 36 0 260 14 49 27 0 90 1275 08:15 226 358 122 2 708 135 121 4 0 260 5 183 28 0 216 10 63 20 0 93 1277 08:30 242 314 150 2 708 142 52 6 0 200 2 212 19 0 233 10 70 22 0 102 1243 08:45 243 361 80 0 684 82 73 4 0 159 3 221 22 0 246 13 52 23 0 88 1177 Total Volume 899 1328 476 5 2708 535 385 16 0 936 13 837 105 0 955 47 234 92 0 373 4972 % App. Total 33.2 49 17.6 0.2 57.2 41.1 1.7 0 1.4 87.6 11 0 12.6 62.7 24.7 0 PHF .925 .920 .793 .625 .956 .760 .692 .667 .000 .738 .650 .947 .729 .000 .918 .839 .836 .852 .000 .914 .973 MACARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD SAN JOAQUIN HILLS ROAD MACARTHUR BOULEVARD Right 899 Thru 1328 Left 476 U Turns 5 InOut Total 1464 2708 4172 Right535 Thru385 Left16 UTurns0 OutTotalIn723 936 1659 Left 105 Thru 837 Right 13 U Turns 0 Out TotalIn 1391 955 2346 Left92 Thru234 Right47 UTurns0 TotalOutIn1389 373 1762 Peak Hour Begins at 08:00 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 97 File Name : MA 5070 Site Code : 00000000 Start Date : 2/1/2023 Page No : 3 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: SAN JOAQUIN HILLS ROAD MACARTHUR BOULEVARD Southbound SAN JOAQUIN HILLS ROAD Westbound MACARTHUR BOULEVARD Northbound SAN JOAQUIN HILLS ROAD Eastbound Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total Peak Hour Analysis From 16:30 to 18:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 69 305 115 0 489 125 54 5 0 184 2 360 11 0 373 19 86 175 0 280 1326 16:45 84 305 110 2 501 98 64 2 0 164 3 365 10 0 378 13 92 173 0 278 1321 17:00 63 320 114 0 497 115 41 6 0 162 3 397 16 0 416 20 82 207 0 309 1384 17:15 72 349 106 2 529 118 59 8 0 185 5 316 17 1 339 22 89 197 0 308 1361 Total Volume 288 1279 445 4 2016 456 218 21 0 695 13 1438 54 1 1506 74 349 752 0 1175 5392 % App. Total 14.3 63.4 22.1 0.2 65.6 31.4 3 0 0.9 95.5 3.6 0.1 6.3 29.7 64 0 PHF .857 .916 .967 .500 .953 .912 .852 .656 .000 .939 .650 .906 .794 .250 .905 .841 .948 .908 .000 .951 .974 MACARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD SAN JOAQUIN HILLS ROAD MACARTHUR BOULEVARD Right 288 Thru 1279 Left 445 U Turns 4 InOut Total 2646 2016 4662 Right456 Thru218 Left21 UTurns0 OutTotalIn807 695 1502 Left 54 Thru 1438 Right 13 U Turns 1 Out TotalIn 1374 1506 2880 Left752 Thru349 Right74 UTurns0 TotalOutIn560 1175 1735 Peak Hour Begins at 16:30 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 98 File Name : SJ7315 Site Code : 00000000 Start Date : 2/1/2023 Page No : 1 City: NEWPORT BEACH N-S Direction: MARGUERITE AVENUE E-W Direction: SAN JOAQUIN HILLS ROAD Groups Printed- Turning Movement Count MARGUERITE AVENUE Southbound SAN JOAQUIN HILLS ROAD Westbound MARGUERITE AVENUE Northbound SAN JOAQUIN HILLS ROAD Eastbound Start Time Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Right Thru Left U Turns Int. Total 07:00 7 0 2 0 1 72 9 0 17 8 27 0 57 56 12 0 268 07:15 3 2 1 0 5 69 12 0 14 5 37 0 36 48 4 0 236 07:30 10 4 5 0 11 104 19 3 26 8 45 0 43 82 8 0 368 07:45 28 14 8 0 26 183 25 24 28 16 75 0 48 113 11 0 599 Total 48 20 16 0 43 428 65 27 85 37 184 0 184 299 35 0 1471 08:00 16 14 13 0 15 164 29 0 26 10 76 0 37 82 9 0 491 08:15 12 8 7 0 3 141 25 0 25 4 60 0 57 123 7 0 472 08:30 5 11 2 0 3 168 24 0 27 2 61 0 74 98 7 0 482 08:45 6 3 4 0 12 139 39 0 27 15 69 0 92 80 8 0 494 Total 39 36 26 0 33 612 117 0 105 31 266 0 260 383 31 0 1939 16:30 9 25 18 0 3 95 23 0 40 7 61 0 67 148 3 0 499 16:45 1 16 17 0 4 103 39 0 37 8 60 0 72 138 1 0 496 Total 10 41 35 0 7 198 62 0 77 15 121 0 139 286 4 0 995 17:00 3 21 6 0 4 91 38 0 39 9 52 0 68 150 4 0 485 17:15 3 12 6 0 6 118 47 0 23 6 64 0 63 147 3 0 498 17:30 6 14 9 0 4 107 30 0 35 13 42 0 67 145 2 0 474 17:45 4 7 12 0 6 104 41 0 36 5 68 0 56 112 3 0 454 Total 16 54 33 0 20 420 156 0 133 33 226 0 254 554 12 0 1911 18:00 5 7 3 0 3 98 31 0 26 4 53 0 73 110 5 0 418 18:15 4 9 7 0 1 67 25 0 25 3 28 0 54 104 2 0 329 Total 9 16 10 0 4 165 56 0 51 7 81 0 127 214 7 0 747 Grand Total 122 167 120 0 107 1823 456 27 451 123 878 0 964 1736 89 0 7063 Apprch %29.8 40.8 29.3 0 4.4 75.5 18.9 1.1 31.1 8.5 60.5 0 34.6 62.2 3.2 0 Total %1.7 2.4 1.7 0 1.5 25.8 6.5 0.4 6.4 1.7 12.4 0 13.6 24.6 1.3 0 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 99 File Name : SJ7315 Site Code : 00000000 Start Date : 2/1/2023 Page No : 2 City: NEWPORT BEACH N-S Direction: MARGUERITE AVENUE E-W Direction: SAN JOAQUIN HILLS ROAD MARGUERITE AVENUE Southbound SAN JOAQUIN HILLS ROAD Westbound MARGUERITE AVENUE Northbound SAN JOAQUIN HILLS ROAD Eastbound Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 07:45 28 14 8 0 50 26 183 25 24 258 28 16 75 0 119 48 113 11 0 172 599 08:00 16 14 13 0 43 15 164 29 0 208 26 10 76 0 112 37 82 9 0 128 491 08:15 12 8 7 0 27 3 141 25 0 169 25 4 60 0 89 57 123 7 0 187 472 08:30 5 11 2 0 18 3 168 24 0 195 27 2 61 0 90 74 98 7 0 179 482 Total Volume 61 47 30 0 138 47 656 103 24 830 106 32 272 0 410 216 416 34 0 666 2044 % App. Total 44.2 34.1 21.7 0 5.7 79 12.4 2.9 25.9 7.8 66.3 0 32.4 62.5 5.1 0 PHF .545 .839 .577 .000 .690 .452 .896 .888 .250 .804 .946 .500 .895 .000 .861 .730 .846 .773 .000 .890 .853 MARGUERITE AVENUE SAN JOAQUIN HILLS ROAD SAN JOAQUIN HILLS ROAD MARGUERITE AVENUE Right 61 Thru 47 Left 30 U Turns 0 InOut Total 113 138 251 Right47 Thru656 Left103 UTurns24 OutTotalIn552 830 1382 Left 272 Thru 32 Right 106 U Turns 0 Out TotalIn 366 410 776 Left34 Thru416 Right216 UTurns0 TotalOutIn989 666 1655 Peak Hour Begins at 07:45 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 100 File Name : SJ7315 Site Code : 00000000 Start Date : 2/1/2023 Page No : 3 City: NEWPORT BEACH N-S Direction: MARGUERITE AVENUE E-W Direction: SAN JOAQUIN HILLS ROAD MARGUERITE AVENUE Southbound SAN JOAQUIN HILLS ROAD Westbound MARGUERITE AVENUE Northbound SAN JOAQUIN HILLS ROAD Eastbound Start Time Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Right Thru Left U Turns App. Total Int. Total Peak Hour Analysis From 16:30 to 18:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 9 25 18 0 52 3 95 23 0 121 40 7 61 0 108 67 148 3 0 218 499 16:45 1 16 17 0 34 4 103 39 0 146 37 8 60 0 105 72 138 1 0 211 496 17:00 3 21 6 0 30 4 91 38 0 133 39 9 52 0 100 68 150 4 0 222 485 17:15 3 12 6 0 21 6 118 47 0 171 23 6 64 0 93 63 147 3 0 213 498 Total Volume 16 74 47 0 137 17 407 147 0 571 139 30 237 0 406 270 583 11 0 864 1978 % App. Total 11.7 54 34.3 0 3 71.3 25.7 0 34.2 7.4 58.4 0 31.2 67.5 1.3 0 PHF .444 .740 .653 .000 .659 .708 .862 .782 .000 .835 .869 .833 .926 .000 .940 .938 .972 .688 .000 .973 .991 MARGUERITE AVENUE SAN JOAQUIN HILLS ROAD SAN JOAQUIN HILLS ROAD MARGUERITE AVENUE Right 16 Thru 74 Left 47 U Turns 0 InOut Total 58 137 195 Right17 Thru407 Left147 UTurns0 OutTotalIn769 571 1340 Left 237 Thru 30 Right 139 U Turns 0 Out TotalIn 491 406 897 Left11 Thru583 Right270 UTurns0 TotalOutIn660 864 1524 Peak Hour Begins at 16:30 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 101 File Name : 06_NPB_NRDE_San J AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Ridge Dr E/Ridge Park Road E/W: San Joaquin Hills Road Weather: Clear Groups Printed- Total Volume Newport Ridge Drive East Southbound San Joaquin Hills Road Westbound Ridge Park Road Northbound San Joaquin Hills Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 11 2 7 20 0 22 7 29 26 1 0 27 2 40 22 64 140 07:15 AM 24 7 6 37 1 27 3 31 26 6 6 38 5 43 30 78 184 07:30 AM 21 9 13 43 10 40 7 57 55 8 6 69 5 60 34 99 268 07:45 AM 17 8 22 47 6 76 5 87 49 8 6 63 6 66 46 118 315 Total 73 26 48 147 17 165 22 204 156 23 18 197 18 209 132 359 907 08:00 AM 26 26 14 66 6 40 7 53 46 8 5 59 2 71 52 125 303 08:15 AM 34 31 19 84 3 64 7 74 72 23 16 111 9 83 65 157 426 08:30 AM 17 6 10 33 1 68 13 82 50 25 2 77 8 77 50 135 327 08:45 AM 13 1 9 23 4 70 19 93 48 15 6 69 6 49 38 93 278 Total 90 64 52 206 14 242 46 302 216 71 29 316 25 280 205 510 1334 Grand Total 163 90 100 353 31 407 68 506 372 94 47 513 43 489 337 869 2241 Apprch %46.2 25.5 28.3 6.1 80.4 13.4 72.5 18.3 9.2 4.9 56.3 38.8 Total %7.3 4 4.5 15.8 1.4 18.2 3 22.6 16.6 4.2 2.1 22.9 1.9 21.8 15 38.8 Newport Ridge Drive East Southbound San Joaquin Hills Road Westbound Ridge Park Road Northbound San Joaquin Hills Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 17 8 22 47 6 76 5 87 49 8 6 63 6 66 46 118 315 08:00 AM 26 26 14 66 6 40 7 53 46 8 5 59 2 71 52 125 303 08:15 AM 34 31 19 84 3 64 7 74 72 23 16 111 9 83 65 157 426 08:30 AM 17 6 10 33 1 68 13 82 50 25 2 77 8 77 50 135 327 Total Volume 94 71 65 230 16 248 32 296 217 64 29 310 25 297 213 535 1371 % App. Total 40.9 30.9 28.3 5.4 83.8 10.8 70 20.6 9.4 4.7 55.5 39.8 PHF .691 .573 .739 .685 .667 .816 .615 .851 .753 .640 .453 .698 .694 .895 .819 .852 .805 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 102 File Name : 06_NPB_NRDE_San J AM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Ridge Dr E/Ridge Park Road E/W: San Joaquin Hills Road Weather: Clear Newport Ridge Drive East San Joaquin Hills Road San Joaquin Hills Road Ridge Park Road Right 65 Thru 71 Left 94 InOut Total 121 230 351 Right32 Thru248 Left16 OutTotalIn420 296 716 Left 217 Thru 64 Right 29 Out TotalIn 300 310 610 Left25 Thru297 Right213 TotalOutIn530 535 1065 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 08:00 AM 08:00 AM 07:45 AM +0 mins.21 9 13 43 6 40 7 53 46 8 5 59 6 66 46 118 +15 mins.17 8 22 47 3 64 7 74 72 23 16 111 2 71 52 125 +30 mins.26 26 14 66 1 68 13 82 50 25 2 77 9 83 65 157 +45 mins.34 31 19 84 4 70 19 93 48 15 6 69 8 77 50 135 Total Volume 98 74 68 240 14 242 46 302 216 71 29 316 25 297 213 535 % App. Total 40.8 30.8 28.3 4.6 80.1 15.2 68.4 22.5 9.2 4.7 55.5 39.8 PHF .721 .597 .773 .714 .583 .864 .605 .812 .750 .710 .453 .712 .694 .895 .819 .852 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 103 File Name : 06_NPB_NRDE_San J PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 1 City of Newport Beach N/S: Newport Ridge Dr E/Ridge Park Road E/W: San Joaquin Hills Road Weather: Clear Groups Printed- Total Volume Newport Ridge Drive East Southbound San Joaquin Hills Road Westbound Ridge Park Road Northbound San Joaquin Hills Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:30 PM 12 8 9 29 15 63 25 103 47 12 3 62 12 83 62 157 351 04:45 PM 15 6 11 32 9 65 25 99 45 13 4 62 17 68 53 138 331 Total 27 14 20 61 24 128 50 202 92 25 7 124 29 151 115 295 682 05:00 PM 20 7 8 35 5 87 18 110 47 7 4 58 8 82 52 142 345 05:15 PM 15 6 8 29 10 68 23 101 47 10 3 60 13 82 54 149 339 05:30 PM 14 2 5 21 12 77 20 109 44 8 5 57 16 73 63 152 339 05:45 PM 9 4 13 26 5 51 30 86 41 10 3 54 11 64 45 120 286 Total 58 19 34 111 32 283 91 406 179 35 15 229 48 301 214 563 1309 06:00 PM 13 4 10 27 7 51 22 80 63 10 8 81 10 60 36 106 294 06:15 PM 13 5 9 27 2 49 15 66 40 10 1 51 13 62 43 118 262 Grand Total 111 42 73 226 65 511 178 754 374 80 31 485 100 574 408 1082 2547 Apprch %49.1 18.6 32.3 8.6 67.8 23.6 77.1 16.5 6.4 9.2 53 37.7 Total %4.4 1.6 2.9 8.9 2.6 20.1 7 29.6 14.7 3.1 1.2 19 3.9 22.5 16 42.5 Newport Ridge Drive East Southbound San Joaquin Hills Road Westbound Ridge Park Road Northbound San Joaquin Hills Road Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 12 8 9 29 15 63 25 103 47 12 3 62 12 83 62 157 351 04:45 PM 15 6 11 32 9 65 25 99 45 13 4 62 17 68 53 138 331 05:00 PM 20 7 8 35 5 87 18 110 47 7 4 58 8 82 52 142 345 05:15 PM 15 6 8 29 10 68 23 101 47 10 3 60 13 82 54 149 339 Total Volume 62 27 36 125 39 283 91 413 186 42 14 242 50 315 221 586 1366 % App. Total 49.6 21.6 28.8 9.4 68.5 22 76.9 17.4 5.8 8.5 53.8 37.7 PHF .775 .844 .818 .893 .650 .813 .910 .939 .989 .808 .875 .976 .735 .949 .891 .933 .973 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 104 File Name : 06_NPB_NRDE_San J PM Site Code : 00323163 Start Date : 2/15/2023 Page No : 2 City of Newport Beach N/S: Newport Ridge Dr E/Ridge Park Road E/W: San Joaquin Hills Road Weather: Clear Newport Ridge Drive East San Joaquin Hills Road San Joaquin Hills Road Ridge Park Road Right 36 Thru 27 Left 62 InOut Total 183 125 308 Right91 Thru283 Left39 OutTotalIn391 413 804 Left 186 Thru 42 Right 14 Out TotalIn 287 242 529 Left50 Thru315 Right221 TotalOutIn505 586 1091 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:45 PM 05:15 PM 04:30 PM +0 mins.12 8 9 29 9 65 25 99 47 10 3 60 12 83 62 157 +15 mins.15 6 11 32 5 87 18 110 44 8 5 57 17 68 53 138 +30 mins.20 7 8 35 10 68 23 101 41 10 3 54 8 82 52 142 +45 mins.15 6 8 29 12 77 20 109 63 10 8 81 13 82 54 149 Total Volume 62 27 36 125 36 297 86 419 195 38 19 252 50 315 221 586 % App. Total 49.6 21.6 28.8 8.6 70.9 20.5 77.4 15.1 7.5 8.5 53.8 37.7 PHF .775 .844 .818 .893 .750 .853 .860 .952 .774 .950 .594 .778 .735 .949 .891 .933 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 105 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) APPENDIX B ICU WORKSHEETS 106 Existing AM Thu Apr 20, 2023 11:59:43 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 Thu Apr 20, 2023 11:59:44 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 Newport Coast Dr/Sage Hill Sch A xxxxx 0.427 A xxxxx 0.427 + 0.000 V/C # 2 Newport Coast Dr/Gas Recovery A xxxxx 0.561 A xxxxx 0.561 + 0.000 V/C # 3 Newport Coast Dr/San Joaquin H A xxxxx 0.299 A xxxxx 0.299 + 0.000 V/C # 4 Newport Coast Dr/Ridge Park Rd A xxxxx 0.514 A xxxxx 0.514 + 0.000 V/C # 5 Newport Coast Dr/Coast Hwy A xxxxx 0.403 A xxxxx 0.403 + 0.000 V/C # 6 MacArthur Blvd/Ford Rd-Bonita A xxxxx 0.597 A xxxxx 0.597 + 0.000 V/C # 7 MacArthur Blvd/San Joaquin Hil A xxxxx 0.464 A xxxxx 0.464 + 0.000 V/C # 8 Marguerite Ave/San Joaquin Hil A xxxxx 0.377 A xxxxx 0.377 + 0.000 V/C # 9 Newport Ridge Dr E/San Joaquin A xxxxx 0.296 A xxxxx 0.296 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 107 Existing AM Thu Apr 20, 2023 11:59:44 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Newport Coast Dr/Sage Hill School ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.427Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 0 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1037 439 0 1289 0 0 0 0 58 0 196 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 1037 439 0 1289 0 0 0 0 58 0 196 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 1037 439 0 1289 0 0 0 0 58 0 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1037 439 0 1289 0 0 0 0 58 0 196 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 1037 439 0 1289 0 0 0 0 58 0 196 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 0.00 3.00 0.00 0.00 0.00 0.00 0.23 0.00 0.77 Final Sat.: 0 4800 1600 0 4800 0 0 0 0 365 0 1235 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Thu Apr 20, 2023 11:59:46 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Coast Dr/Gas Recovery ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.561Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 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 Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 1 0 0 0 1! 0 0 0 0 1 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1158 1 317 1025 0 0 0 0 0 1 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1158 1 317 1025 0 0 0 0 0 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1158 1 317 1025 0 0 0 0 0 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1158 1 317 1025 0 0 0 0 0 1 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 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 1158 1 317 1025 0 0 0 0 0 1 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 1.99 0.01 1.00 3.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Final Sat.: 0 3197 3 1600 4800 0 0 1600 0 0 1600 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.36 0.36 0.20 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 108 Existing AM Thu Apr 20, 2023 11:59:47 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Newport Coast Dr/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.299Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 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 Ovl 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: 2 0 3 0 0 1 0 3 0 1 2 0 0 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 85 834 0 11 809 204 331 0 66 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 834 0 11 809 204 331 0 66 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 834 0 11 809 204 331 0 66 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 834 0 11 809 204 331 0 66 0 0 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 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: 85 834 0 11 809 204 331 0 66 0 0 0 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: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 3200 4800 0 1600 4800 1600 3200 0 3200 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.00 0.01 0.17 0.13 0.10 0.00 0.02 0.00 0.00 0.00 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Thu Apr 20, 2023 11:59:49 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Newport Coast Dr/Ridge Park Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.514Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 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 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 94 666 17 182 644 10 99 78 112 27 223 314 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: 94 666 17 182 644 10 99 78 112 27 223 314 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: 94 666 17 182 644 10 99 78 112 27 223 314 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 666 17 182 644 10 99 78 112 27 223 314 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: 94 666 17 182 644 10 99 78 112 27 223 314 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 1.00 2.95 0.05 1.00 0.41 0.59 1.00 1.00 1.00 Final Sat.: 1600 4681 119 1600 4727 73 1600 657 943 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.14 0.14 0.11 0.14 0.14 0.06 0.12 0.12 0.02 0.14 0.20 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 109 Existing AM Thu Apr 20, 2023 11:59:50 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Coast Dr/Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.403Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 38 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 Ignore 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 0 1 0 2 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 3 6 295 17 129 191 798 10 10 894 347 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 3 6 295 17 129 191 798 10 10 894 347 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 4 3 6 295 17 0 191 798 10 10 894 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 3 6 295 17 0 191 798 10 10 894 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 4 3 6 295 17 0 191 798 10 10 894 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: 1.00 0.33 0.67 2.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 533 1067 3200 1600 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.01 0.01 0.09 0.01 0.00 0.12 0.17 0.01 0.01 0.19 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Thu Apr 20, 2023 11:59:52 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 MacArthur Blvd/Ford Rd-Bonita Canyon Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.597Loss 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: Ignore Ignore 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: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 76 1255 130 547 2215 48 34 327 70 410 430 781 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: 76 1255 130 547 2215 48 34 327 70 410 430 781 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 76 1255 0 547 2215 0 34 327 70 410 430 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 76 1255 0 547 2215 0 34 327 70 410 430 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 76 1255 0 547 2215 0 34 327 70 410 430 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: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.20 0.00 0.17 0.35 0.00 0.01 0.10 0.04 0.13 0.13 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 110 Existing AM Thu Apr 20, 2023 11:59:54 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 MacArthur Blvd/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.464Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 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 Ignore 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: 2 0 3 0 1 2 0 3 0 1 3 0 2 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 105 837 13 481 1328 899 92 234 47 16 385 535 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: 105 837 13 481 1328 899 92 234 47 16 385 535 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 105 837 13 481 1328 0 92 234 47 16 385 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 105 837 13 481 1328 0 92 234 47 16 385 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 105 837 13 481 1328 0 92 234 47 16 385 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: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.50 0.50 1.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 4800 3997 803 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.01 0.15 0.28 0.00 0.02 0.06 0.06 0.01 0.12 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing AM Thu Apr 20, 2023 11:59:55 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Marguerite Ave/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.377Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 37 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: Split Phase Split Phase 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 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 272 32 106 30 47 61 34 416 216 127 656 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 32 106 30 47 61 34 416 216 127 656 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 272 32 106 30 47 61 34 416 216 127 656 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 272 32 106 30 47 61 34 416 216 127 656 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 272 32 106 30 47 61 34 416 216 127 656 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: 1.79 0.21 1.00 1.00 0.44 0.56 1.00 2.00 1.00 1.00 2.80 0.20 Final Sat.: 2863 337 1600 1600 696 904 1600 3200 1600 1600 4479 321 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.09 0.07 0.02 0.07 0.07 0.02 0.13 0.14 0.08 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 111 Existing AM Thu Apr 20, 2023 11:59:57 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Newport Ridge Dr E/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.296Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 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: 2 0 0 1 0 2 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 217 64 29 94 71 65 25 297 213 16 248 32 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: 217 64 29 94 71 65 25 297 213 16 248 32 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: 217 64 29 94 71 65 25 297 213 16 248 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 217 64 29 94 71 65 25 297 213 16 248 32 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: 217 64 29 94 71 65 25 297 213 16 248 32 ------------|---------------||---------------||---------------||---------------|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: 2.00 0.69 0.31 2.00 0.52 0.48 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 1101 499 3200 835 765 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.06 0.06 0.03 0.08 0.09 0.02 0.09 0.13 0.01 0.08 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 112 Existing PM Thu Apr 20, 2023 12:02:04 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 Thu Apr 20, 2023 12:02:05 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 Newport Coast Dr/Sage Hill Sch A xxxxx 0.369 A xxxxx 0.369 + 0.000 V/C # 2 Newport Coast Dr/Gas Recovery A xxxxx 0.415 A xxxxx 0.415 + 0.000 V/C # 3 Newport Coast Dr/San Joaquin H A xxxxx 0.309 A xxxxx 0.309 + 0.000 V/C # 4 Newport Coast Dr/Ridge Park Rd A xxxxx 0.460 A xxxxx 0.460 + 0.000 V/C # 5 Newport Coast Dr/Coast Hwy A xxxxx 0.479 A xxxxx 0.479 + 0.000 V/C # 6 MacArthur Blvd/Ford Rd-Bonita C xxxxx 0.716 C xxxxx 0.716 + 0.000 V/C # 7 MacArthur Blvd/San Joaquin Hil B xxxxx 0.665 B xxxxx 0.665 + 0.000 V/C # 8 Marguerite Ave/San Joaquin Hil A xxxxx 0.417 A xxxxx 0.417 + 0.000 V/C # 9 Newport Ridge Dr E/San Joaquin A xxxxx 0.260 A xxxxx 0.260 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 113 Existing PM Thu Apr 20, 2023 12:02:06 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Newport Coast Dr/Sage Hill School ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.369Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 0 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1068 143 0 1235 0 0 0 0 53 0 125 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 1068 143 0 1235 0 0 0 0 53 0 125 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 1068 143 0 1235 0 0 0 0 53 0 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1068 143 0 1235 0 0 0 0 53 0 125 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 1068 143 0 1235 0 0 0 0 53 0 125 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 0.00 3.00 0.00 0.00 0.00 0.00 0.30 0.00 0.70 Final Sat.: 0 4800 1600 0 4800 0 0 0 0 476 0 1124 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.09 0.00 0.26 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Thu Apr 20, 2023 12:02:07 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Coast Dr/Gas Recovery ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.415Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 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 Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 1 0 0 0 1! 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1098 1 114 1181 0 0 0 0 0 0 1 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 1098 1 114 1181 0 0 0 0 0 0 1 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 1098 1 114 1181 0 0 0 0 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1098 1 114 1181 0 0 0 0 0 0 1 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 1098 1 114 1181 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------|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 1.99 0.01 1.00 3.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3197 3 1600 4800 0 0 1600 0 0 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.34 0.34 0.07 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 114 Existing PM Thu Apr 20, 2023 12:02:09 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Newport Coast Dr/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.309Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 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 Ovl 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: 2 0 3 0 0 1 0 3 0 1 2 0 0 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 100 823 0 1 897 294 291 0 89 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 823 0 1 897 294 291 0 89 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 823 0 1 897 294 291 0 89 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 823 0 1 897 294 291 0 89 0 0 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 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: 100 823 0 1 897 294 291 0 89 0 0 0 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: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 3200 4800 0 1600 4800 1600 3200 0 3200 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.00 0.00 0.19 0.18 0.09 0.00 0.03 0.00 0.00 0.00 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Thu Apr 20, 2023 12:02:11 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Newport Coast Dr/Ridge Park Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.460Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 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 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 114 820 15 190 758 12 11 103 137 27 82 133 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: 114 820 15 190 758 12 11 103 137 27 82 133 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: 114 820 15 190 758 12 11 103 137 27 82 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 820 15 190 758 12 11 103 137 27 82 133 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: 114 820 15 190 758 12 11 103 137 27 82 133 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.95 0.05 1.00 2.95 0.05 1.00 0.43 0.57 1.00 1.00 1.00 Final Sat.: 1600 4714 86 1600 4725 75 1600 687 913 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.17 0.17 0.12 0.16 0.16 0.01 0.15 0.15 0.02 0.05 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 115 Existing PM Thu Apr 20, 2023 12:02:12 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Coast Dr/Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.479Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 44 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 Ignore 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 0 1 0 2 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 20 10 557 13 209 146 1065 12 6 938 416 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: 14 20 10 557 13 209 146 1065 12 6 938 416 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 14 20 10 557 13 0 146 1065 12 6 938 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 20 10 557 13 0 146 1065 12 6 938 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 14 20 10 557 13 0 146 1065 12 6 938 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 0.67 0.33 2.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 1067 533 3200 1600 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.02 0.02 0.17 0.01 0.00 0.09 0.22 0.01 0.00 0.20 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Thu Apr 20, 2023 12:02:13 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 MacArthur Blvd/Ford Rd-Bonita Canyon Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.716Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 80 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: Protected Protected Protected Protected Rights: Ignore Ignore 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: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 45 2076 556 680 1761 67 42 323 47 250 332 715 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 45 2076 556 680 1761 67 42 323 47 250 332 715 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 45 2076 0 680 1761 0 42 323 47 250 332 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 45 2076 0 680 1761 0 42 323 47 250 332 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 45 2076 0 680 1761 0 42 323 47 250 332 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: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.32 0.00 0.21 0.28 0.00 0.01 0.10 0.03 0.08 0.10 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 116 Existing PM Thu Apr 20, 2023 12:02:15 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 MacArthur Blvd/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.665Loss 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 Ignore 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: 2 0 3 0 1 2 0 3 0 1 3 0 2 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 55 1438 13 449 1279 288 752 349 74 21 218 456 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: 55 1438 13 449 1279 288 752 349 74 21 218 456 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 55 1438 13 449 1279 0 752 349 74 21 218 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 1438 13 449 1279 0 752 349 74 21 218 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 55 1438 13 449 1279 0 752 349 74 21 218 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: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.48 0.52 1.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 4800 3960 840 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.30 0.01 0.14 0.27 0.00 0.16 0.09 0.09 0.01 0.07 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Existing PM Thu Apr 20, 2023 12:02:16 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Marguerite Ave/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.417Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 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: Split Phase Split Phase 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 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 237 30 139 47 74 16 11 583 270 147 407 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: 237 30 139 47 74 16 11 583 270 147 407 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: 237 30 139 47 74 16 11 583 270 147 407 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 30 139 47 74 16 11 583 270 147 407 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: 237 30 139 47 74 16 11 583 270 147 407 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: 1.78 0.22 1.00 1.00 0.82 0.18 1.00 2.00 1.00 1.00 2.88 0.12 Final Sat.: 2840 360 1600 1600 1316 284 1600 3200 1600 1600 4608 192 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.08 0.09 0.03 0.06 0.06 0.01 0.18 0.17 0.09 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 117 Existing PM Thu Apr 20, 2023 12:02:17 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Newport Ridge Dr E/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.260Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 31 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: 2 0 0 1 0 2 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 186 42 14 62 27 36 50 315 221 39 283 91 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: 186 42 14 62 27 36 50 315 221 39 283 91 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: 186 42 14 62 27 36 50 315 221 39 283 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 42 14 62 27 36 50 315 221 39 283 91 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: 186 42 14 62 27 36 50 315 221 39 283 91 ------------|---------------||---------------||---------------||---------------|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: 2.00 0.75 0.25 2.00 0.43 0.57 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 1200 400 3200 686 914 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.04 0.04 0.02 0.04 0.04 0.03 0.10 0.14 0.02 0.09 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 118 Future Year AM Thu Apr 20, 2023 12:03:02 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 Thu Apr 20, 2023 12:03:03 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 Newport Coast Dr/Sage Hill Sch A xxxxx 0.427 A xxxxx 0.427 + 0.000 V/C # 2 Newport Coast Dr/Gas Recovery A xxxxx 0.561 A xxxxx 0.561 + 0.000 V/C # 3 Newport Coast Dr/San Joaquin H A xxxxx 0.299 A xxxxx 0.299 + 0.000 V/C # 4 Newport Coast Dr/Ridge Park Rd A xxxxx 0.514 A xxxxx 0.514 + 0.000 V/C # 5 Newport Coast Dr/Coast Hwy A xxxxx 0.419 A xxxxx 0.419 + 0.000 V/C # 6 MacArthur Blvd/Ford Rd-Bonita B xxxxx 0.617 B xxxxx 0.617 + 0.000 V/C # 7 MacArthur Blvd/San Joaquin Hil A xxxxx 0.488 A xxxxx 0.488 + 0.000 V/C # 8 Marguerite Ave/San Joaquin Hil A xxxxx 0.377 A xxxxx 0.377 + 0.000 V/C # 9 Newport Ridge Dr E/San Joaquin A xxxxx 0.296 A xxxxx 0.296 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 119 Future Year AM Thu Apr 20, 2023 12:03:04 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Newport Coast Dr/Sage Hill School ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.427Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 0 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1037 439 0 1289 0 0 0 0 58 0 196 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 1037 439 0 1289 0 0 0 0 58 0 196 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 1037 439 0 1289 0 0 0 0 58 0 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1037 439 0 1289 0 0 0 0 58 0 196 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 1037 439 0 1289 0 0 0 0 58 0 196 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 0.00 3.00 0.00 0.00 0.00 0.00 0.23 0.00 0.77 Final Sat.: 0 4800 1600 0 4800 0 0 0 0 365 0 1235 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.16 0.00 0.16 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Thu Apr 20, 2023 12:03:05 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Coast Dr/Gas Recovery ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.561Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 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 Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 1 0 0 0 1! 0 0 0 0 1 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1158 1 317 1025 0 0 0 0 0 1 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1158 1 317 1025 0 0 0 0 0 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1158 1 317 1025 0 0 0 0 0 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1158 1 317 1025 0 0 0 0 0 1 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 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 1158 1 317 1025 0 0 0 0 0 1 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 1.99 0.01 1.00 3.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Final Sat.: 0 3197 3 1600 4800 0 0 1600 0 0 1600 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.36 0.36 0.20 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 120 Future Year AM Thu Apr 20, 2023 12:03:07 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Newport Coast Dr/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.299Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 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 Ovl 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: 2 0 3 0 0 1 0 3 0 1 2 0 0 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 85 834 0 11 809 204 331 0 66 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 834 0 11 809 204 331 0 66 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 834 0 11 809 204 331 0 66 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 834 0 11 809 204 331 0 66 0 0 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 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: 85 834 0 11 809 204 331 0 66 0 0 0 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: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 3200 4800 0 1600 4800 1600 3200 0 3200 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.00 0.01 0.17 0.13 0.10 0.00 0.02 0.00 0.00 0.00 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Thu Apr 20, 2023 12:03:09 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Newport Coast Dr/Ridge Park Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.514Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 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 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 94 666 17 182 644 10 99 78 112 27 223 314 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: 94 666 17 182 644 10 99 78 112 27 223 314 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: 94 666 17 182 644 10 99 78 112 27 223 314 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 666 17 182 644 10 99 78 112 27 223 314 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: 94 666 17 182 644 10 99 78 112 27 223 314 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 1.00 2.95 0.05 1.00 0.41 0.59 1.00 1.00 1.00 Final Sat.: 1600 4681 119 1600 4727 73 1600 657 943 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.14 0.14 0.11 0.14 0.14 0.06 0.12 0.12 0.02 0.14 0.20 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 121 Future Year AM Thu Apr 20, 2023 12:03:11 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Coast Dr/Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.419Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 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 Ignore 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 0 1 0 2 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 3 6 295 17 129 199 845 10 10 946 361 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 3 6 295 17 129 199 845 10 10 946 361 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 4 3 6 295 17 0 199 845 10 10 946 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 3 6 295 17 0 199 845 10 10 946 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 4 3 6 295 17 0 199 845 10 10 946 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 0.33 0.67 2.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 533 1067 3200 1600 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.01 0.01 0.09 0.01 0.00 0.12 0.18 0.01 0.01 0.20 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Thu Apr 20, 2023 12:03:12 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 MacArthur Blvd/Ford Rd-Bonita Canyon Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.617Loss 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: Protected Protected Protected Protected Rights: Ignore Ignore 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: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 79 1333 140 569 2370 50 34 327 70 412 430 781 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: 79 1333 140 569 2370 50 34 327 70 412 430 781 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 79 1333 0 569 2370 0 34 327 70 412 430 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 1333 0 569 2370 0 34 327 70 412 430 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 79 1333 0 569 2370 0 34 327 70 412 430 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: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.21 0.00 0.18 0.37 0.00 0.01 0.10 0.04 0.13 0.13 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 122 Future Year AM Thu Apr 20, 2023 12:03:14 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 MacArthur Blvd/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.488Loss 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: Protected Protected Protected Protected Rights: Include Ignore 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: 2 0 3 0 1 2 0 3 0 1 3 0 2 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 111 875 14 501 1387 1002 128 238 48 16 391 535 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: 111 875 14 501 1387 1002 128 238 48 16 391 535 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 111 875 14 501 1387 0 128 238 48 16 391 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 875 14 501 1387 0 128 238 48 16 391 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 111 875 14 501 1387 0 128 238 48 16 391 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: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.50 0.50 1.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 4800 3994 806 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.18 0.01 0.16 0.29 0.00 0.03 0.06 0.06 0.01 0.12 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year AM Thu Apr 20, 2023 12:03:16 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Marguerite Ave/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.377Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 37 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: Split Phase Split Phase 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 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 272 32 106 30 47 61 34 416 216 127 656 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 32 106 30 47 61 34 416 216 127 656 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 272 32 106 30 47 61 34 416 216 127 656 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 272 32 106 30 47 61 34 416 216 127 656 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 272 32 106 30 47 61 34 416 216 127 656 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: 1.79 0.21 1.00 1.00 0.44 0.56 1.00 2.00 1.00 1.00 2.80 0.20 Final Sat.: 2863 337 1600 1600 696 904 1600 3200 1600 1600 4479 321 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.09 0.07 0.02 0.07 0.07 0.02 0.13 0.14 0.08 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 123 Future Year AM Thu Apr 20, 2023 12:03:18 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Newport Ridge Dr E/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.296Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 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: 2 0 0 1 0 2 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 217 64 29 94 71 65 25 297 213 16 248 32 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: 217 64 29 94 71 65 25 297 213 16 248 32 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: 217 64 29 94 71 65 25 297 213 16 248 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 217 64 29 94 71 65 25 297 213 16 248 32 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: 217 64 29 94 71 65 25 297 213 16 248 32 ------------|---------------||---------------||---------------||---------------|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: 2.00 0.69 0.31 2.00 0.52 0.48 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 1101 499 3200 835 765 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.06 0.06 0.03 0.08 0.09 0.02 0.09 0.13 0.01 0.08 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 124 Future Year PM Thu Apr 20, 2023 12:04:01 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 Thu Apr 20, 2023 12:04:02 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 Newport Coast Dr/Sage Hill Sch A xxxxx 0.369 A xxxxx 0.369 + 0.000 V/C # 2 Newport Coast Dr/Gas Recovery A xxxxx 0.415 A xxxxx 0.415 + 0.000 V/C # 3 Newport Coast Dr/San Joaquin H A xxxxx 0.311 A xxxxx 0.311 + 0.000 V/C # 4 Newport Coast Dr/Ridge Park Rd A xxxxx 0.460 A xxxxx 0.460 + 0.000 V/C # 5 Newport Coast Dr/Coast Hwy A xxxxx 0.492 A xxxxx 0.492 + 0.000 V/C # 6 MacArthur Blvd/Ford Rd-Bonita C xxxxx 0.752 C xxxxx 0.752 + 0.000 V/C # 7 MacArthur Blvd/San Joaquin Hil C xxxxx 0.706 C xxxxx 0.706 + 0.000 V/C # 8 Marguerite Ave/San Joaquin Hil A xxxxx 0.419 A xxxxx 0.419 + 0.000 V/C # 9 Newport Ridge Dr E/San Joaquin A xxxxx 0.260 A xxxxx 0.260 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 125 Future Year PM Thu Apr 20, 2023 12:04:02 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Newport Coast Dr/Sage Hill School ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.369Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 0 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1068 143 0 1235 0 0 0 0 53 0 125 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 1068 143 0 1235 0 0 0 0 53 0 125 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 1068 143 0 1235 0 0 0 0 53 0 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1068 143 0 1235 0 0 0 0 53 0 125 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 1068 143 0 1235 0 0 0 0 53 0 125 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 0.00 3.00 0.00 0.00 0.00 0.00 0.30 0.00 0.70 Final Sat.: 0 4800 1600 0 4800 0 0 0 0 476 0 1124 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.09 0.00 0.26 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Thu Apr 20, 2023 12:04:04 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Coast Dr/Gas Recovery ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.415Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 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 Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 1 0 0 0 1! 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1098 1 114 1181 0 0 0 0 0 0 1 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 1098 1 114 1181 0 0 0 0 0 0 1 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 1098 1 114 1181 0 0 0 0 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1098 1 114 1181 0 0 0 0 0 0 1 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 1098 1 114 1181 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------|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 1.99 0.01 1.00 3.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3197 3 1600 4800 0 0 1600 0 0 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.34 0.34 0.07 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 126 Future Year PM Thu Apr 20, 2023 12:04:05 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Newport Coast Dr/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.311Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 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 Ovl 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: 2 0 3 0 0 1 0 3 0 1 2 0 0 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 103 823 0 1 897 297 294 0 92 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 823 0 1 897 297 294 0 92 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 823 0 1 897 297 294 0 92 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 823 0 1 897 297 294 0 92 0 0 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 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: 103 823 0 1 897 297 294 0 92 0 0 0 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: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 3200 4800 0 1600 4800 1600 3200 0 3200 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.00 0.00 0.19 0.19 0.09 0.00 0.03 0.00 0.00 0.00 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Thu Apr 20, 2023 12:04:07 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Newport Coast Dr/Ridge Park Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.460Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 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 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 114 820 15 190 758 12 11 103 137 27 82 133 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: 114 820 15 190 758 12 11 103 137 27 82 133 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: 114 820 15 190 758 12 11 103 137 27 82 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 820 15 190 758 12 11 103 137 27 82 133 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: 114 820 15 190 758 12 11 103 137 27 82 133 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.95 0.05 1.00 2.95 0.05 1.00 0.43 0.57 1.00 1.00 1.00 Final Sat.: 1600 4714 86 1600 4725 75 1600 687 913 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.17 0.17 0.12 0.16 0.16 0.01 0.15 0.15 0.02 0.05 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 127 Future Year PM Thu Apr 20, 2023 12:04:08 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Coast Dr/Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.492Loss 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: Protected Protected Protected Protected Rights: Include Ignore 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 0 1 0 2 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 20 10 557 13 209 152 1124 12 6 980 433 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: 14 20 10 557 13 209 152 1124 12 6 980 433 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 14 20 10 557 13 0 152 1124 12 6 980 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 20 10 557 13 0 152 1124 12 6 980 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 14 20 10 557 13 0 152 1124 12 6 980 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 0.67 0.33 2.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 1067 533 3200 1600 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.02 0.02 0.17 0.01 0.00 0.10 0.23 0.01 0.00 0.20 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Thu Apr 20, 2023 12:04:10 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 MacArthur Blvd/Ford Rd-Bonita Canyon Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.752Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 92 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: Protected Protected Protected Protected Rights: Ignore Ignore 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: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 47 2240 589 707 1867 70 42 323 47 256 332 715 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: 47 2240 589 707 1867 70 42 323 47 256 332 715 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 2240 0 707 1867 0 42 323 47 256 332 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 2240 0 707 1867 0 42 323 47 256 332 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 47 2240 0 707 1867 0 42 323 47 256 332 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: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.35 0.00 0.22 0.29 0.00 0.01 0.10 0.03 0.08 0.10 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 128 Future Year PM Thu Apr 20, 2023 12:04:11 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 MacArthur Blvd/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.706Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 78 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: Protected Protected Protected Protected Rights: Include Ignore 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: 2 0 3 0 1 2 0 3 0 1 3 0 2 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 60 1505 14 468 1340 339 843 355 75 21 226 456 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: 60 1505 14 468 1340 339 843 355 75 21 226 456 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 60 1505 14 468 1340 0 843 355 75 21 226 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 1505 14 468 1340 0 843 355 75 21 226 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 60 1505 14 468 1340 0 843 355 75 21 226 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: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.48 0.52 1.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 4800 3963 837 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.31 0.01 0.15 0.28 0.00 0.18 0.09 0.09 0.01 0.07 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year PM Thu Apr 20, 2023 12:04:13 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Marguerite Ave/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.419Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 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: Split Phase Split Phase 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 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 237 30 139 47 74 16 11 589 270 147 413 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: 237 30 139 47 74 16 11 589 270 147 413 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: 237 30 139 47 74 16 11 589 270 147 413 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 30 139 47 74 16 11 589 270 147 413 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: 237 30 139 47 74 16 11 589 270 147 413 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: 1.78 0.22 1.00 1.00 0.82 0.18 1.00 2.00 1.00 1.00 2.88 0.12 Final Sat.: 2840 360 1600 1600 1316 284 1600 3200 1600 1600 4610 190 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.08 0.09 0.03 0.06 0.06 0.01 0.18 0.17 0.09 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 129 Future Year PM Thu Apr 20, 2023 12:04:14 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Newport Ridge Dr E/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.260Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 31 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: 2 0 0 1 0 2 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 186 42 14 62 27 36 50 321 221 39 289 91 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: 186 42 14 62 27 36 50 321 221 39 289 91 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: 186 42 14 62 27 36 50 321 221 39 289 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 42 14 62 27 36 50 321 221 39 289 91 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: 186 42 14 62 27 36 50 321 221 39 289 91 ------------|---------------||---------------||---------------||---------------|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: 2.00 0.75 0.25 2.00 0.43 0.57 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 1200 400 3200 686 914 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.04 0.04 0.02 0.04 0.04 0.03 0.10 0.14 0.02 0.09 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 130 Future Year Plus Project AMThu Apr 20, 2023 12:04:48 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 AMThu Apr 20, 2023 12:04:49 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 Newport Coast Dr/Sage Hill Sch A xxxxx 0.528 A xxxxx 0.528 + 0.000 V/C # 2 Newport Coast Dr/Gas Recovery B xxxxx 0.607 B xxxxx 0.607 + 0.000 V/C # 3 Newport Coast Dr/San Joaquin H A xxxxx 0.305 A xxxxx 0.305 + 0.000 V/C # 4 Newport Coast Dr/Ridge Park Rd A xxxxx 0.520 A xxxxx 0.520 + 0.000 V/C # 5 Newport Coast Dr/Coast Hwy A xxxxx 0.423 A xxxxx 0.423 + 0.000 V/C # 6 MacArthur Blvd/Ford Rd-Bonita B xxxxx 0.620 B xxxxx 0.620 + 0.000 V/C # 7 MacArthur Blvd/San Joaquin Hil A xxxxx 0.489 A xxxxx 0.489 + 0.000 V/C # 8 Marguerite Ave/San Joaquin Hil A xxxxx 0.379 A xxxxx 0.379 + 0.000 V/C # 9 Newport Ridge Dr E/San Joaquin A xxxxx 0.296 A xxxxx 0.296 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 131 Future Year Plus Project AMThu Apr 20, 2023 12:04:49 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Newport Coast Dr/Sage Hill School ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.528Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 48 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 0 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1037 525 0 1349 0 0 0 0 78 0 242 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 1037 525 0 1349 0 0 0 0 78 0 242 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 1037 525 0 1349 0 0 0 0 78 0 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1037 525 0 1349 0 0 0 0 78 0 242 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 1037 525 0 1349 0 0 0 0 78 0 242 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 0.00 3.00 0.00 0.00 0.00 0.00 0.24 0.00 0.76 Final Sat.: 0 4800 1600 0 4800 0 0 0 0 390 0 1210 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.33 0.00 0.28 0.00 0.00 0.00 0.00 0.20 0.00 0.20 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMThu Apr 20, 2023 12:04:51 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Coast Dr/Gas Recovery ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.607Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 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 Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 1 0 0 0 1! 0 0 0 0 1 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1184 1 377 1045 0 0 0 0 0 1 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1184 1 377 1045 0 0 0 0 0 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1184 1 377 1045 0 0 0 0 0 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1184 1 377 1045 0 0 0 0 0 1 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 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 1184 1 377 1045 0 0 0 0 0 1 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 1.99 0.01 1.00 3.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Final Sat.: 0 3197 3 1600 4800 0 0 1600 0 0 1600 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.37 0.37 0.24 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 132 Future Year Plus Project AMThu Apr 20, 2023 12:04:53 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Newport Coast Dr/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.305Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 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 Ovl 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: 2 0 3 0 0 1 0 3 0 1 2 0 0 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 85 846 0 11 818 215 345 0 66 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 846 0 11 818 215 345 0 66 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 846 0 11 818 215 345 0 66 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 846 0 11 818 215 345 0 66 0 0 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 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: 85 846 0 11 818 215 345 0 66 0 0 0 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: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 3200 4800 0 1600 4800 1600 3200 0 3200 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.18 0.00 0.01 0.17 0.13 0.11 0.00 0.02 0.00 0.00 0.00 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMThu Apr 20, 2023 12:04:55 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Newport Coast Dr/Ridge Park Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.520Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 48 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 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 94 674 17 185 650 10 99 78 112 27 223 318 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: 94 674 17 185 650 10 99 78 112 27 223 318 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: 94 674 17 185 650 10 99 78 112 27 223 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 674 17 185 650 10 99 78 112 27 223 318 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: 94 674 17 185 650 10 99 78 112 27 223 318 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.93 0.07 1.00 2.95 0.05 1.00 0.41 0.59 1.00 1.00 1.00 Final Sat.: 1600 4682 118 1600 4727 73 1600 657 943 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.14 0.14 0.12 0.14 0.14 0.06 0.12 0.12 0.02 0.14 0.20 Crit Moves: **** **** **** ************************************************************************************ Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 133 Future Year Plus Project AMThu Apr 20, 2023 12:04:56 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Coast Dr/Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.423Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 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 Ignore 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 0 1 0 2 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 4 3 6 298 17 132 203 845 10 10 946 365 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 3 6 298 17 132 203 845 10 10 946 365 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 4 3 6 298 17 0 203 845 10 10 946 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 3 6 298 17 0 203 845 10 10 946 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 4 3 6 298 17 0 203 845 10 10 946 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 0.33 0.67 2.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 533 1067 3200 1600 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.01 0.01 0.09 0.01 0.00 0.13 0.18 0.01 0.01 0.20 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMThu Apr 20, 2023 12:04:57 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 MacArthur Blvd/Ford Rd-Bonita Canyon Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.620Loss 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: Protected Protected Protected Protected Rights: Ignore Ignore 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: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 79 1333 140 573 2370 50 34 331 70 412 433 784 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: 79 1333 140 573 2370 50 34 331 70 412 433 784 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 79 1333 0 573 2370 0 34 331 70 412 433 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 1333 0 573 2370 0 34 331 70 412 433 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 79 1333 0 573 2370 0 34 331 70 412 433 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: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.21 0.00 0.18 0.37 0.00 0.01 0.10 0.04 0.13 0.14 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 134 Future Year Plus Project AMThu Apr 20, 2023 12:04:59 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 MacArthur Blvd/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.489Loss 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: Protected Protected Protected Protected Rights: Include Ignore 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: 2 0 3 0 1 2 0 3 0 1 3 0 2 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 111 875 14 501 1387 1002 128 242 48 16 394 535 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: 111 875 14 501 1387 1002 128 242 48 16 394 535 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 111 875 14 501 1387 0 128 242 48 16 394 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 875 14 501 1387 0 128 242 48 16 394 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 111 875 14 501 1387 0 128 242 48 16 394 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: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.50 0.50 1.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 4800 4006 794 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.18 0.01 0.16 0.29 0.00 0.03 0.06 0.06 0.01 0.12 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project AMThu Apr 20, 2023 12:05:01 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Marguerite Ave/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.379Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 37 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: Split Phase Split Phase 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 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 272 32 111 30 47 61 34 420 216 131 659 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 272 32 111 30 47 61 34 420 216 131 659 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 272 32 111 30 47 61 34 420 216 131 659 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 272 32 111 30 47 61 34 420 216 131 659 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 272 32 111 30 47 61 34 420 216 131 659 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: 1.79 0.21 1.00 1.00 0.44 0.56 1.00 2.00 1.00 1.00 2.80 0.20 Final Sat.: 2863 337 1600 1600 696 904 1600 3200 1600 1600 4480 320 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.09 0.07 0.02 0.07 0.07 0.02 0.13 0.14 0.08 0.15 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 135 Future Year Plus Project AMThu Apr 20, 2023 12:05:03 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Newport Ridge Dr E/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.296Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 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: 2 0 0 1 0 2 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 217 64 29 94 71 65 25 311 213 16 259 32 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: 217 64 29 94 71 65 25 311 213 16 259 32 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: 217 64 29 94 71 65 25 311 213 16 259 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 217 64 29 94 71 65 25 311 213 16 259 32 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: 217 64 29 94 71 65 25 311 213 16 259 32 ------------|---------------||---------------||---------------||---------------|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: 2.00 0.69 0.31 2.00 0.52 0.48 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 1101 499 3200 835 765 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.06 0.06 0.03 0.08 0.09 0.02 0.10 0.13 0.01 0.08 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 136 Future Year Plus Project PMThu Apr 20, 2023 12:06:15 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 PMThu Apr 20, 2023 12:06:16 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 Newport Coast Dr/Sage Hill Sch A xxxxx 0.384 A xxxxx 0.384 + 0.000 V/C # 2 Newport Coast Dr/Gas Recovery A xxxxx 0.424 A xxxxx 0.424 + 0.000 V/C # 3 Newport Coast Dr/San Joaquin H A xxxxx 0.313 A xxxxx 0.313 + 0.000 V/C # 4 Newport Coast Dr/Ridge Park Rd A xxxxx 0.460 A xxxxx 0.460 + 0.000 V/C # 5 Newport Coast Dr/Coast Hwy A xxxxx 0.492 A xxxxx 0.492 + 0.000 V/C # 6 MacArthur Blvd/Ford Rd-Bonita C xxxxx 0.753 C xxxxx 0.753 + 0.000 V/C # 7 MacArthur Blvd/San Joaquin Hil C xxxxx 0.706 C xxxxx 0.706 + 0.000 V/C # 8 Marguerite Ave/San Joaquin Hil A xxxxx 0.421 A xxxxx 0.421 + 0.000 V/C # 9 Newport Ridge Dr E/San Joaquin A xxxxx 0.260 A xxxxx 0.260 + 0.000 V/C Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 137 Future Year Plus Project PMThu Apr 20, 2023 12:06:16 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #1 Newport Coast Dr/Sage Hill School ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.384Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 37 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 Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 3 0 1 0 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1068 161 0 1248 0 0 0 0 60 0 139 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 1068 161 0 1248 0 0 0 0 60 0 139 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 1068 161 0 1248 0 0 0 0 60 0 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1068 161 0 1248 0 0 0 0 60 0 139 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 1068 161 0 1248 0 0 0 0 60 0 139 ------------|---------------||---------------||---------------||---------------|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 3.00 1.00 0.00 3.00 0.00 0.00 0.00 0.00 0.30 0.00 0.70 Final Sat.: 0 4800 1600 0 4800 0 0 0 0 482 0 1118 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.10 0.00 0.26 0.00 0.00 0.00 0.00 0.12 0.00 0.12 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMThu Apr 20, 2023 12:06:18 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 Newport Coast Dr/Gas Recovery ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.424Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 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 Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 1 1 0 1 0 2 1 0 0 0 1! 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1103 1 127 1188 0 0 0 0 0 0 1 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 1103 1 127 1188 0 0 0 0 0 0 1 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 1103 1 127 1188 0 0 0 0 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1103 1 127 1188 0 0 0 0 0 0 1 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 1103 1 127 1188 0 0 0 0 0 0 1 ------------|---------------||---------------||---------------||---------------|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 1.99 0.01 1.00 3.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3197 3 1600 4800 0 0 1600 0 0 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.34 0.35 0.08 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 138 Future Year Plus Project PMThu Apr 20, 2023 12:06:19 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 Newport Coast Dr/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.313Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 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 Ovl 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: 2 0 3 0 0 1 0 3 0 1 2 0 0 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 103 825 0 1 900 301 297 0 92 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 825 0 1 900 301 297 0 92 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 825 0 1 900 301 297 0 92 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 825 0 1 900 301 297 0 92 0 0 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 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: 103 825 0 1 900 301 297 0 92 0 0 0 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: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 3200 4800 0 1600 4800 1600 3200 0 3200 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.00 0.00 0.19 0.19 0.09 0.00 0.03 0.00 0.00 0.00 OvlAdjV/S: 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMThu Apr 20, 2023 12:06:21 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 Newport Coast Dr/Ridge Park Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.460Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 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 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 114 821 15 191 760 12 11 103 137 27 82 134 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: 114 821 15 191 760 12 11 103 137 27 82 134 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: 114 821 15 191 760 12 11 103 137 27 82 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 821 15 191 760 12 11 103 137 27 82 134 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: 114 821 15 191 760 12 11 103 137 27 82 134 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.95 0.05 1.00 2.95 0.05 1.00 0.43 0.57 1.00 1.00 1.00 Final Sat.: 1600 4714 86 1600 4725 75 1600 687 913 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.17 0.17 0.12 0.16 0.16 0.01 0.15 0.15 0.02 0.05 0.08 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 139 Future Year Plus Project PMThu Apr 20, 2023 12:06:23 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 Newport Coast Dr/Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.492Loss 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: Protected Protected Protected Protected Rights: Include Ignore 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 0 1 0 2 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 14 20 10 558 13 210 152 1124 12 6 980 434 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: 14 20 10 558 13 210 152 1124 12 6 980 434 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 14 20 10 558 13 0 152 1124 12 6 980 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 20 10 558 13 0 152 1124 12 6 980 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 14 20 10 558 13 0 152 1124 12 6 980 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 0.67 0.33 2.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 1067 533 3200 1600 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.02 0.02 0.17 0.01 0.00 0.10 0.23 0.01 0.00 0.20 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMThu Apr 20, 2023 12:06:26 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 MacArthur Blvd/Ford Rd-Bonita Canyon Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.753Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 92 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: Protected Protected Protected Protected Rights: Ignore Ignore 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: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 47 2240 589 708 1867 70 42 324 47 256 333 716 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: 47 2240 589 708 1867 70 42 324 47 256 333 716 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 47 2240 0 708 1867 0 42 324 47 256 333 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 2240 0 708 1867 0 42 324 47 256 333 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 47 2240 0 708 1867 0 42 324 47 256 333 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: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.35 0.00 0.22 0.29 0.00 0.01 0.10 0.03 0.08 0.10 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 140 Future Year Plus Project PMThu Apr 20, 2023 12:06:28 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 MacArthur Blvd/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.706Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 78 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: Protected Protected Protected Protected Rights: Include Ignore 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: 2 0 3 0 1 2 0 3 0 1 3 0 2 1 0 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 60 1505 14 468 1340 339 843 356 75 21 227 456 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: 60 1505 14 468 1340 339 843 356 75 21 227 456 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 60 1505 14 468 1340 0 843 356 75 21 227 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 1505 14 468 1340 0 843 356 75 21 227 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 60 1505 14 468 1340 0 843 356 75 21 227 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: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.48 0.52 1.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 4800 3965 835 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.31 0.01 0.15 0.28 0.00 0.18 0.09 0.09 0.01 0.07 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Future Year Plus Project PMThu Apr 20, 2023 12:06:30 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 Marguerite Ave/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.421Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 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: Split Phase Split Phase 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 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 237 30 140 47 74 16 11 590 270 148 414 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: 237 30 140 47 74 16 11 590 270 148 414 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: 237 30 140 47 74 16 11 590 270 148 414 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 30 140 47 74 16 11 590 270 148 414 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: 237 30 140 47 74 16 11 590 270 148 414 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: 1.78 0.22 1.00 1.00 0.82 0.18 1.00 2.00 1.00 1.00 2.88 0.12 Final Sat.: 2840 360 1600 1600 1316 284 1600 3200 1600 1600 4611 189 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.08 0.09 0.03 0.06 0.06 0.01 0.18 0.17 0.09 0.09 0.09 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA 141 Future Year Plus Project PMThu Apr 20, 2023 12:06:32 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 Newport Ridge Dr E/San Joaquin Hills Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.260Loss Time (sec): 0 Average Delay (sec/veh): xxxxxxOptimal Cycle: 31 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: 2 0 0 1 0 2 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 186 42 14 62 27 36 50 324 221 39 293 91 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: 186 42 14 62 27 36 50 324 221 39 293 91 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: 186 42 14 62 27 36 50 324 221 39 293 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 42 14 62 27 36 50 324 221 39 293 91 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: 186 42 14 62 27 36 50 324 221 39 293 91 ------------|---------------||---------------||---------------||---------------|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: 2.00 0.75 0.25 2.00 0.43 0.57 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3200 1200 400 3200 686 914 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.04 0.04 0.02 0.04 0.04 0.03 0.10 0.14 0.02 0.09 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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IRVINE, CA 142 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) APPENDIX C OCTA BUS SYSTEM MAPS 143 144 145 146 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) APPENDIX D CITY’S REGIONAL TRAFFIC ANNUAL GROWTH RATE TABLE 147 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. 148 TRAFFIC IMPACT ANALYSIS OCTOBER 2023 SAGE HILL SCHOOL EXPANSION PROJECT NEWPORT BEACH, CALIFORNIA P:\CNB2101.02\doc\TIA3.docx (10/02/23) APPENDIX E APPROVED PROJECT INFORMATION 149 150 151 INTENTIONALLY BLANK PAGE152 Attachment No. PC 2 Applicant’s Project Description 153 INTENTIONALLY BLANK PAGE154 30900 Rancho Viejo Road, Suite 285 San Juan Capistrano, CA 92675 (949) 581-2888 Fax (949) 581-3599 November 21, 2022 Mr. Jim Campbell Deputy Community Development Director City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Subject: Site Development Review and Use Permit Amendment Request for Sage Hill School Located at 20402 Newport Coast Drive Dear Mr. Campbell: On behalf of Sage Hill School (Sage Hill), CAA Planning, Inc. (CAA) submits this application for a Site Development Review and Conditional Use Permit for the addition of a new middle school and gymnasium buildng to the existing Sage Hill School. The Site Development Review is required for non-residenital construction over 20,000 square feet and a new Use Permit is required to increase the maximum allowable development from 141,900 sqaure feet to 160,392 sqaure feet, and to increase the maximum student enrollment from 600 to 750 students. Existing Condition Sage Hill School is located on an approximately 28 acre property in Newport Coast (formerly unincorporated Orange County), east of Newport Coast Drive and south of the San Joaquin Hills Transportation Corridor. The project site is located east of the Newport Coast and Newport Ridge Planned Communities and the closed Coyote Canyon Landfill is located adject to the south and west of the site. The school was originally approved under Use Permit PA97-0173 issued by the County of Orange. The original approval contemplated a 600 student private high school with 141,900 square feet of floor area. The school site’s General Plan and Zoning designations are Private Institution (PI), consistent with the operation of a Private School. The school opened in 2000 with approximately 120 9th grade students and four buildings, and today, the school has approximately 550 students enrolled in grades 9 through 12. The school’s approved master plan has been implemented over time and the the campus is now developed with approximately 120,300 square feet of floor area including classrooms, administration, a library, a state-of-the-art science center, an dance and theatre studio, and athletic facilities including sports fields, tennis courts and an aquatics center. There is 21,600 square feet of unbuilt intensity based on the original approval. Project Description The project proposes to expand the existing facilities with a new 38,658-square-foot building. The building will contain eight new classrooms for a 7th and 8th grade middle school, associated 155 Mr. Jim Campbell November 21, 2022 Page 2 of 7 support facilities, and a new gymnasium for all school use. The new middle school facilities at Sage Hill will serve an additional 150 students bringing the total enrollment to 750 students. The new building will be three levels and will follow the grade of the existing terrain, which slopes approximately 35 feet from east to west. The gymnasium will be approximately 38 feet high, with the third-floor classrooms extending to approximately 55 feet 4 inches. At the entry to the building on the east side, the building will appear to be a single-level structure in-line with the height of the existing science building. The expansion area will occur on the northern portion of the existing school campus between the existing science building and the baseball field. The project will replace a grassy practice field with a smaller footprint field with artificial turf. The project will add artificial turf and night lighting on the existing baseball field. The ±22,878-square-foot first floor will include a gymnasium, bleachers, and associated support facilities including offices, restrooms, team rooms, a training room, and storage. The gymnasium will be configured to allow for multiple sports courts in an east/west orientation, or for use as a single exhibition court in a north/south orientation. The bleachers will provide up to 824 seats, with the option for portable bleachers to further increase bleacher seating. The first floor will provide access to the reconfigured practice field located to the south of the building. The ±8,100-square-foot second floor will include four middle school classrooms, office space, and storage space, and a 515-square-foot café. The café is intended to serve middle school students. The second-floor classrooms will open to an outdoor learning area on the east that includes a flat patio and terraced spaces. This unique outdoor learning space will serve as a gathering space for the entire middle school. The second floor will provide access to the top of the gymnasium bleachers via an internal concourse between the gym and the classrooms. An outdoor patio will be located immediately adjacent to the café along the southern side of the building. The ±6,543-square-foot third floor will include four middle school classrooms, a restroom, and office space. An interior corridor will provide flexible break out space for the third-floor classrooms. From the east, the building will be accessed via a paved pathway north of the science building. The pathway will lead to a pedestrian access bridge at the northeast and southeast corners of the building, which will provide access to the third level of the building. A large “social stair” will provide access to the second level of the building on the south side, with a smaller staircase providing access to the ground level. At the northeast side of the building, a staircase will provide access to the second level. An elevator located inside the building at the southeast corner across the pedestrian bridge will provide access to all three levels of the building. 156 Mr. Jim Campbell November 21, 2022 Page 3 of 7 In addition to the new building which will house the middle school and gymnasium, as described above, the project proposes the modernization of existing baseball fields. The existing natural turf on the baseball fields would be replaced with artificial turf and a new practice area would be created adjacent to the gymnasium. New sports lighting would be installed on the baseball fields and practice area. A Plan Set prepared LPA Design Studios. Sheet G0.01 provides the sheet index and general project information, Sheet G0.02 provides a composite key plan, Sheet G0.03 provides a plan for fire access travel, Sheet G0.04 provides the proposed path of travel, and Sheets G0.05 and G0.06 provide enlargements of the proposed site plan. Civil Sheets C1.01 through C4.02 provide existing conditions, preliminary storm drain and stormwater quality plans, preliminary utility plans, and preliminary grading plans. Landscape Sheets L0.01 through L7.02 provide landscape notes and schedules, materials, and planting plans. Architectural Sheets A2.01 through A3.04 provide floor and roof plans, exterior elevations, and site sections. Lighting Sheets ST1.01 and LT1.02 provide photometric studies. The plan set is attached. A preliminary water quality management plan has been developed for the project and is attached for City review. Additional techincial information will be submitted in the coming weeks, including a Biological Assessment, Acoustical Analysis, and a Queuing Analysis. We understand that the City may require a traffic study consistent with the City’s Traffic Phasing Ordinance. Site Development Review Pursuant to 20.52.08 F., the review authority may approve or conditionally approve a Site Development Review application after first finding all of the following: 1. Allowed within the subject zoning district. The site is designated as Private Institutional (PI) in the City’s General Plan and Zoning Code. This designation allows for operation of a private school consistent with a use permit. The County of Orange approved Use Permit PA97-0173 in 1998 and the existing development is consistent with the approved Use Permit. An amendment to the Use Permit is requested, as further detailed below, to allow for an increase in square footage and an increase in the student enrollment. 2. In compliance with all of the following applicable criteria: a. Compliance with this section, the General Plan, this Zoning Code, any applicable specific plan and other applicable criteria and policies related to the use or structure. The proposed project complies with the uses permitted in the PI General Plan and Zoning Code designations. Building size, height and required parking are in compliance with City regulations. The building height is approximately 55 feet 4 inches at the tallest point, where 65 feet is allowed. Additionally, the General Plan allows a 0.5 FAR and the proposed FAR is 0.18. The PI designation 157 Mr. Jim Campbell November 21, 2022 Page 4 of 7 requires a use permit for school use. The use permit establishes the parking rate and the student enrollment. b. The efficient arrangement of structures on the site and the harmonious relationship of the structures to one another and to other adjacent developments, and whether the relationship is based on standards of good design. The proposed middle school and gymnasium building will be located on the northern portion of the existing school campus between the existing science building and the baseball field. The building will be three levels and will follow the grade of the existing terrain, which slopes approximately 35 feet from east to west. The gymnasium will be approximately 38 feet high, with the third-floor classrooms extending to approximately 55 feet 4 inches. At the entry to the building on the east side, the building will appear to be a single-level structure in-line with the height of the existing science building. The building has been designed considering the existing topography and the building heigts of the existing structures on the school site. c. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on the site and adjacent developments and public areas. The building square footage is well within the maximum 0.5 FAR permitted by the General Plan. The project site is 28.4 acres and the proposed FAR is 0.18. The architecture of the exiting school site will be maintained in the new middle school and gymnasium building, as shown on the attached architectural plans. The top of the proposed building will be the same height of the existing science center located northeast of the proposed building to ensure the scale of the buildings is appropriate. The adjacent area consists of open space and the SR-73 Toll Road. There are no public areas in direct proximity to the school site. d. The adequacy, efficiency and safety of pedestrian and vehicular access, including drive aisles, driveways and parking and loading spaces. The site is currently developed with an existing private high school. The site is served by a long driveway leading into an ample parking area. The extended driveway ensures that school traffic does not queue onto the public street. The required parking is 238 parking stalls; the project provides 466 parking stalls. No changes are proposed to the existing on-site circulation system. Additional fire access lanes will be provided to ensure adequate emergency access to the new building. e. The adequacy and efficiency of landscaping and open space areas and the use of water efficient plant and irrigation materials. The landscaped area on the site will be approximately 18% of the total site area. Landscaping will be limited to water efficient plants in compliance with the City’s water efficient landscaping 158 Mr. Jim Campbell November 21, 2022 Page 5 of 7 ordinance. The project will replace a grassy practice field with a smaller footprint field with artificial turf. Additionally, the project will reduce landscape water useage by converting the existing baseball field to articifial turf. f. The protection of significant views from public right(s)-of-way and compliance with Section 20.30.100 (Public View Protection). The project site is located between Newport Coast Drive and SR-73. Newport Coast Drive is located at a substantially lower elevation compared to the school site and interviening open space reduces the visibility of the school site from the public right of way. No significant views from public rights-of-way will be impacted by project development. 3. Not detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize or otherwise constitute a hazard to the public convenience, health, interest, safety or general welfare of persons residing or working in the neighborhood of the proposed development. The project site is currently developed with a private high school within a PI zone. There is no development located in immediate proximity to the site. The project will not be detrimental to the harmonious and orderly growth of the City as the site has been designated for such uses in the General Plan and Zoning Code and has operated as such for more than 20 years. The project will not constitute a hazard to the public convenience, health, interest, safety or general welfare of persons residing or working in the neighborhood of the proposed development as the project will be consistent with all regulations and policies applicable to the site and will not introduce a hazardous use or result in a safety concern on the site. Use Permit Amendment As indicated above, the school was approved by the County of Orange prior to annexation into the City of Newport Beach. The County approved UP PA97-0173 in 1998. UP PA97-0173 contemplated the phased implementation of school facilities overtime. The County approval allowed for 141,900 square feet. The table below details the existing development, remaining intensity, and proposed increase in square footage. Existing Square Footage Proposed Square Footage Use Permit PA97-0173 141,900 -- Existing Facilities 120,300 -- Remaining Square Footage 21,600 -- Proposed Project -- 38,658 Requested Increase -- 18,482 Total -- 160,382 159 Mr. Jim Campbell November 21, 2022 Page 6 of 7 An amendment to the Use Permit is requested in order to increase the allowable intensity by 18,482 square feet, to 160,382 square feet. With the proposed project, the FAR for the site would be increased to 0.18, which is well below the 0.5 FAR established for the site. An amendment to the use permit is also requested to increase the student enrollment from 600 students to 750 students. Use permit findings will be submitted under separate cover. California Environmental Quality Act The proposed development is exempt under the California Environmental Quality Act (CEQA) Guidelines Section 15301 (Class 1) for existing facilities and Section 15314 (Class 14) Minor Additions to Schools. Class 1 exempts the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures. The proposed project contemplates the addition of a new middle school building and gymnasium on an existing private school campus. Class 14 exempts minor additions to existing schools within existing school grounds where the addition does not increase the original student capacity by more than 25% or ten classrooms. A Mitigated Negative Declaration (MND) was prepared for construction of the school. The MND analyzed a student population of 600 students. The proposed middle school addition would increase the student population by 150 students, which meets the 25% threshold established by the Class 14 exemption. The proposed middle school addition would not increase the number of buildings on campus beyond the previously analyzed 7 buildings but does increase the classroom count by eight classrooms, which is within the 10 classroom threshold established by the Class 14 exemption. Conclusion We appreciate your consideration of this exciting project. The proposed middle school and new gymnasium facilities will allow Sage Hill to not only continue fulfilling their mission to “inspire in our students a love of knowledge and the ability to use that knowledge creatively, compassionately and courageously throughout their lives” but also build on it by providing excellence in education to 7th and 8th grade students. Please do not hesitate to contact me with any questions. Sincerely, CAA PLANNING, INC. Shawna Schaffner Chief Executive Officer 160 Mr. Jim Campbell November 21, 2022 Page 7 of 7 Attachments: SDR Plan Set prepared by LPA Preliminary Water Quality Management Plan cc: Patricia Merz, Head of School 161 INTENTIONALLY BLANK PAGE162 Attachment No. PC 3 Site Photos and Renderings 163 INTENTIONALLY BLANK PAGE164 SAGE HILL SCHOOL MIDDLE SCHOOL CLASSROOM BUILDING & GYM EXISTING + FUTURE / from CA - 73 on ramp EXISTING FUTURE 165 SAGE HILL SCHOOL MIDDLE SCHOOL CLASSROOM BUILDING & GYM EXISTING + FUTURE / from Newport Coast EXISTING FUTURE 166 SAGE HILL SCHOOL MIDDLE SCHOOL CLASSROOM BUILDING & GYM EXISTING + FUTURE / from Sage EXISTING FUTURE 167 SAGE HILL SCHOOL MIDDLE SCHOOL CLASSROOM BUILDING & GYM EXISTING + FUTURE / from Turtle Ridge EXISTING FUTURE 168 Attachment No. PC 4 Queueing Analysis 169 INTENTIONALLY BLANK PAGE170 MEMORANDUM TO: Shawna Schaffner, CAA Planning, Inc. FROM: Sean Mohn DATE: September 27, 2023 RE: Queuing Analysis for Sage Hill School Newport Beach, California Ref: J2065 Gibson Transportation Consulting, Inc. (GTC) was asked to conduct driveway and intersection queuing analyses for Sage Hill School (Project), which is located at 20102 Newport Coast Drive in Newport Beach, California (City). This memorandum summarizes the results of the analyses. PROJECT DESCRIPTION Based on discussions with members of the Project team, it is our understanding that the Project currently serves 553 students attending high school classes (i.e., grades 9-12), but is allowed to serve up to 600 students. It is also our understanding that the Project is proposing to increase the maximum enrollment by up to 150 students via the addition of middle school classes (i.e., grades 7-8), resulting in a total maximum enrollment of 750 students. The high school classes would continue to begin at 8:00 AM and conclude at 3:00 PM, while the middle school classes would begin at 8:30 AM and conclude at 3:30 PM during days of typical school activity, thereby alleviating the effects of coinciding peak demand profiles during the drop-off/pick-up periods. DATA COLLECTION & REVIEW For purposes of developing empirical vehicular demand profiles for the queuing analyses, GTC collected AM and PM peak period traffic volume data at the Newport Coast Drive (NCD) & Sage Hill Driveway (Project Driveway) and NCD & Renewable Energy Facility (REF) Driveway intersections and conducted on-site queuing observations during the drop-off/pick- up periods between the hours of 7:00-10:00 AM and 2:00-5:00 PM on the following dates, which represented typical school days: o Wednesday, January 11, 2023 o Thursday, January 12, 2023 o Thursday, January 19, 2023 171 Shawna Schaffner September 27, 2023 Page 2 Based on the results of the AM and PM peak period traffic volume data collection effort, the peak vehicular demand for the Project Driveway was observed to occur between 7:15-8:15 AM on Thursday, January 19, 2023, as summarized below. o Wednesday, January 11, 2023: 171 Vehicles o Thursday, January 12, 2023: 425 Vehicles o Thursday, January 19, 2023: 429 Vehicles Based on the results of the drop-off/pick-up queuing observations, the peak on-site driveway queuing was observed to occur within the 15-minute period between 7:45-8:00 AM and reflects the uniform Project Driveway drop-off/pick-up demand of approximately 124 vehicles (which for conservative purpose does not including the student/teacher self-parking demand), as summarized below. o Wednesday, January 11, 2023: N/A1 o Thursday, January 12, 2023: 16 Vehicles o Thursday, January 19, 2023: 20 Vehicles As illustrated in Figure 1, the Project Driveway currently provides approximately 2,000 feet of on- site queuing capacity, which is sufficient to accommodate approximately 80 vehicles (conservatively assuming 25 feet per vehicle). The AM and PM peak period traffic volume data is provided in Attachment A. The AM and PM peak period queuing observation data is provided in Attachment B. VEHICULAR DEMAND PROJECTIONS & DRIVEWAY QUEUING ANALYSIS The peak vehicular demand and driveway queuing profiles detailed above were then adjusted to reflect both the Existing Conditions (Maximum Enrollment) Scenario and the Future Conditions (Maximum Enrollment) Scenario based on the associated maximum enrollment thresholds of 600 students and 750 students, respectively. The resulting AM Peak Hour turning movement volume projections for each evaluation scenario are detailed in Table 1 for both Project Driveway and NCD & REF Driveway intersections. Existing Conditions (Maximum Enrollment) Scenario The peak vehicular demand projections for the Project Driveway and the peak driveway queuing projections under the Existing Conditions (Maximum Enrollment) Scenario, which were adjusted2 1 The peak on-site driveway queuing during the AM peak period was essentially negligible (i.e., free flow conditions) due to relatively low Project Driveway demand associated with typical late start conditions (vs. typical normal start conditions). 2 An adjustment factor of 1.21 was applied to both the peak hour and 15-minute peak period vehicular demand projections based on the proportional relationship between the recorded on-site attendance (i.e., 495 students) and the maximum enrollment currently allowed (i.e., 600 students). 172 Shawna Schaffner September 27, 2023 Page 3 based on the maximum enrollment threshold of 600 students, are anticipated to occur between 7:15-8:15 AM, are summarized below and detailed in Table 2. o Project Driveway - Peak Queuing: 29 Vehicles o Project Driveway - Peak Vehicular Demand: 520 Vehicles Based on the information detailed above, under the Existing Conditions (Maximum Enrollment) Scenario, the peak driveway queuing is projected to occur within the 15-minute period between 7:45-8:00 AM and estimated at 29 vehicles, while the peak vehicular demand at the Project Driveway is projected to occur between 7:15-8:15 AM and estimated at 520 vehicles, 150 of which would require access to the drop-off/pick-up lane (vs. parking facility) within the 15-minute period between 7:45-8:00 AM when the peak driveway queuing is projected to occur. As illustrated in Figure 2, the on-site storage capacity is sufficient to accommodate peak driveway queuing projected under the Existing Conditions (Maximum Enrollment) Scenario. Future Conditions (Maximum Enrollment) Scenario The peak driveway queuing and vehicular demand projections under the Existing Conditions (Maximum Enrollment) Scenario detailed above were then adjusted to reflect future conditions under maximum enrollment based on the total project maximum attendance of 750 students and the anticipated middle school class schedule. As previously discussed, the high school classes would continue to begin at 8:00 AM and conclude at 3:00 PM, while the middle school classes would begin at 8:30 AM and conclude at 3:30 PM during typical days of school activity, thereby alleviating the effects of coinciding peak demand profiles during the drop-off/pick-up periods. For conservative purposes, however, it was assumed that the associated increase in vehicle demand would be based on one vehicle per student and that each of the 150 additional vehicles would require access to the drop-off/pick-up lane (vs. the parking facility), resulting in 150 net new inbound and outbound Project Driveway trips distributed proportionally between 7:30-8:30 AM based on the quarterly percentages associated with the Existing Conditions (Maximum Enrollment) Scenario peak hour arrival period of 7:15-8:15 AM, as detailed below. High School (Maximum Enrollment) Middle School Total 7:15-7:30 AM: 8% - (41 Vehicles) 0% - (0 Vehicles) 41 Vehicles 7:30-7:45 AM: 22% - (116 Vehicles) 8% - (12 Vehicles) 128 Vehicles 7:45-8:00 AM: 59% - (305 Vehicles) 22% - (34 Vehicles) 339 Vehicles 8:00-8:15 AM: 11% - (57 Vehicles) 59% - (88 Vehicles) 145 Vehicles 8:15-8:30 AM: 0% - (0 Vehicles) 11% - (16 Vehicles) 16 Vehicles The peak driveway queuing projections, peak vehicular demand projections for the Project Driveway, and peak vehicular demand projections for the southbound left-turn lane (SBL) at the NCD & REF Driveway intersection under the Future Conditions (Maximum Enrollment) Scenario, which are anticipated to still occur between 7:15-8:15 AM, are summarized below and detailed in Table 2. 173 Shawna Schaffner September 27, 2023 Page 4 o Project Driveway - Peak Queuing: 40 Vehicles o Project Driveway - Peak Vehicular Demand: 654 Vehicles o NCD & REF Driveway SBL - Peak Vehicular Demand: 481 Vehicles Based on the information detailed above, under the Future Conditions (Maximum Enrollment) Scenario the peak driveway queuing is projected to occur within the 15-minute period between 7:45-8:00 AM and estimated at 40 vehicles, while the peak vehicular demand at the Project Driveway is projected to occur between 7:15-8:15 AM and estimated at 654 vehicles, 172 of which would require access to the drop-off/pick-up lane (vs. parking facility) within the 15-minute period between 7:45-8:00 AM when the peak driveway queuing is project to occur. As illustrated in Figure 2, the on-site storage capacity is sufficient to accommodate peak driveway queuing projected under the Future Conditions (Maximum Enrollment) Scenario. INTERSECTION QUEUING ANALYSIS For purposes of evaluating the SBL queuing at the NCD & REF Driveway intersection, the AM peak hour turning movement volume projections for the Existing Conditions (Observed) Scenario were adjusted accordingly based on the associated peak vehicular demand profiles detailed above to reflect both the Existing Conditions (Maximum Enrollment) Scenario and the Future Conditions (Maximum Enrollment) Scenario, as detailed in Table 3. The peak vehicular demand projections for the SBL at the NCD & REF Driveway intersection evaluation scenarios are summarized below and detailed in Table 3. o Existing Conditions (Observed) Scenario: 313 Vehicles o Existing Conditions (Maximum Enrollment) Scenario: 379 Vehicles o Future Conditions (Maximum Enrollment) Scenario: 481 Vehicles The SBL queue lengths for each scenario were then estimated based on the Highway Capacity Manual (HCM) methodology using Synchro software, which reports the 95th percentile queue length, in vehicles, for each approach lane. For Synchro calibration purposes, the default signal cycle lengths were adjusted based on the signal timing sheets provided by the City and the default HCM platoon ratios, which correlate to arrival efficiency within the peak hour, were reduced to reflect (as close as possible) the SBL queuing conditions as observed in the field within the 15-minute period between 7:45-8:00 AM. The peak vehicular demand projections for the SBL at the NCD & REF Driveway intersection evaluation scenarios within the 15-minute period between 7:45-8:00 AM are summarized below and detailed in Table 3. o Existing Conditions (Observed) Scenario: 172 Vehicles o Existing Conditions (Maximum Enrollment) Scenario: 208 Vehicles o Future Conditions (Maximum Enrollment) Scenario: 238 Vehicles The length of the SBL at the NCD & REF Driveway intersection is approximately 150 feet, which is sufficient to safely accommodate a queue of approximately six vehicles. The 95th percentile 174 Shawna Schaffner September 27, 2023 Page 5 queue length projections for each of the evaluation scenarios are summarized below and detailed in Table 3. o Existing Conditions (Observed) Scenario: 18.2 Vehicles o Existing Conditions (Maximum Enrollment) Scenario: 21.0 Vehicles o Future Conditions (Maximum Enrollment) Scenario: 25.2 Vehicles As detailed in Table 3 and illustrated in Figure 3, the existing SBL storage capacity at the NCD & REF Driveway intersection is not sufficient to accommodate the peak SBL queuing projected under Future Conditions (Maximum Enrollment) Scenario. The detailed HCM queuing analysis worksheets for each of the scenarios described above are provided in Attachment C. Recommended Improvements As detailed above, the existing SBL storage capacity of approximately 150 feet is not sufficient to accommodate the increase in vehicular demand and associated queuing anticipated under the under the Future Conditions (Maximum Enrollment) Scenario. As such, for purposes of improving the SBL operational efficiency and reducing the associated queue length projections as much as possible, an analysis of potential alternative signal timing parameters at the NCD & REF Driveway intersection was conducted. This analysis included the review of signal phasing, timing, and coordination patterns. Proposed changes to the operation of the traffic signals requires review by the City for feasibility and compliance with applicable regulations. Alterations to the traffic signal timing showed a potential reduction in the SBL 95th percentile queue length under the Future Conditions (Maximum Enrollment) Scenario at the NCD & REF Driveway intersection, as summarized below and detailed in Table 4. o Future Conditions (Maximum Enrollment) Scenario: 16.8 Vehicles Preliminary review of NCD shows potential to modify the median to extend the SBL to a total length of up to approximately 550 feet (i.e., an increase of an additional 400 feet), as conceptually illustrated in Figure 4. When combined with the potential signal timing alterations, the potential median modification could provide sufficient SBL storage capacity to accommodate the theoretical 95th percentile queue length. The detailed HCM queuing analysis worksheets for the alternative signal timing scenario are provided in Attachment C. CONCLUSION Based on the results of the conservative analysis detailed above, it is our professional opinion that the existing Project Driveway storage is more than sufficient to accommodate the increase 175 Shawna Schaffner September 27, 2023 Page 6 in vehicular demand and associated driveway queuing anticipated under the under the Future Conditions (Maximum Enrollment) Scenario. At the NCD & REF Driveway intersection, based on the results of the analysis detailed above, the existing SBL storage capacity of approximately 150 feet is not sufficient to accommodate the increase in vehicular demand and associated queuing anticipated under the under the Future Conditions (Maximum Enrollment) Scenario. To limit the impact, City staff can review and adjust the signal timing at both intersections to improve the SBL operational efficiency and the Applicant will implement NCD median modifications to increase the SBL storage capacity at the NCD & REF Driveway intersection, as described in detail above. The Applicant will also continue to explore the implementation of transportation demand management (TDM) strategies such as dispersed arrival patterns, carpool/rideshare programs, and associated TDM educational materials, to increase the average number of students per vehicle and reduce the intensity of the peak arrival patterns. 176 177 Newport Coast DrExisting Conditions (Maximum Enrollment) ScenarioPROJECT DRIVEWAY QUEUEINGFIGURE2LEGENDNNot to ScaleFuture Conditions (Maximum Enrollment) Scenario~725' (29.0 vehicles)~1,000' (40.0 vehicles)Project Driveway Storage: ~2,000'Newport Coast Drive &Sage Hill Driveway178 FIGURE3 N Not to Scale INTERSECTION QUEUING LEGEND Existing Conditions (Maximum Enrollment) Scenario Future Conditions (Maximum Enrollment) Scenario ~500' (21.0 vehicles) ~630' (25.5 vehicles)Newport Coast DrNewport Coast Drive &Renewable Energy Facility Driveway Newport Coast Drive &Sage Hill Driveway 179 ibson transportation consulting. inc. NEWPORT COAST DRIVE GAS RECOVERY PLANT ACCESS EXISTING CURB AND GUTTER Conceptual Design Only: The final layout, lane widths, and pocket length shall be determined as part of the Final Design. .SIGNAL AHEAD• PM 0 50' SPACING (TIP) •s1KE LANE• W/ARROW PM STA. 178+14 G20 SIGN@ C$F" <.Ml='F"T Pn-� PROPOSED MVP PROPOSED MEDIAN NEWPORT COAST DRIVE IS NEWPORT COAST DRIVE-CONCEPTUAL MEDIAN MODIFICATION PROPOSED SIDEWALK CAL TRANS R/W STA. 183+60 G21 (OVERHEAD SIGN) SIGN® N Notto Scale FIGURE 4 180 TABLE 1 AM PEAK HOUR TURNING MOVEMENT VOLUME PROJECTIONS Newport Coast Drive & Sage Hill Driveway 123456789101112 RTLRTLRTLRTL 7:15-7:30 AM 0 182 0 17 0 2 34 137 0000 7:30-7:45AM 0 278 0 31 0 5 96 183 0000 7:45-8:00 AM 0 442 0 92 0 32 252 239 0000 8:00-8:15 AM 0 259 0 49 0 19 47 265 0000 0 1,161 0 189 0 58 429 824 0000 7:15-7:30 AM 020400700000 7:30-7:45AM 0707012000000 7:45-8:00 AM 0 14 0 20 0 7 53 00000 8:00-8:15 AM 0 2 0 10 0 4 10 00000 0250400129100000 7:15-7:30 AM 0 184 0 21 0 2 41 137 0000 7:30-7:45AM 0 285 0 38 0 6 116 183 0000 7:45-8:00 AM 0 456 0 112 0 39 305 239 0000 8:00-8:15 AM 0 261 0 59 0 23 57 265 0000 0 1,186 0 229 0 70 520 824 0000 7:15-7:30 AM 000000000000 7:30-7:45AM 0 4 0 10 0 2 12 00000 7:45-8:00 AM 0 10 0 16 0 6 34 00000 8:00-8:15 AM 0 22 0 54 0 21 88 00000 03608002813400000 7:15-7:30 AM 0 184 0 21 0 2 41 137 0000 7:30-7:45AM 0 289 0 48 0 8 128 183 0000 7:45-8:00 AM 0 466 0 128 0 44 339 239 0000 8:00-8:15 AM 0 283 0 114 0 44 145 265 0000 0 1,222 0 310 0 99 654 824 0000 Newport Coast Drive & Renewable Energy Facility Driveway 123456789101112 RTLRTLRTLRTL 7:15-7:30 AM 1 157 30 0 0 0 0 146 0000 7:30-7:45AM 0 196 83 0 0 0 0 219 0000 7:45-8:00 AM 0 290 172 0 0 0 0 294 0000 8:00-8:15 AM 0 245 28 0 1 0 0 296 0000 188831301009550000 7:15-7:30 AM 016000020000 7:30-7:45AM 0 2 18 0 00070000 7:45-8:00 AM 0 5 36 0 0 0 0 14 0000 8:00-8:15 AM 046000020000 012660000250000 7:15-7:30 AM 1 158 36 0 0 0 0 148 0000 7:30-7:45AM 0 198 101 0 0 0 0 226 0000 7:45-8:00 AM 0 295 208 0 0 0 0 308 0000 8:00-8:15 AM 0 249 34 0 1 0 0 298 0000 190037901009800000 7:15-7:30 AM 000000000000 7:30-7:45AM 0 2 11 0 00040000 7:45-8:00 AM 0 6 30 0 0 0 0 10 0000 8:00-8:15 AM 0 19 62 0 0 0 0 21 0000 0271020000350000 7:15-7:30 AM 1 158 36 0 0 0 0 148 0000 7:30-7:45AM 0 200 111 0 0 0 0 229 0000 7:45-8:00 AM 0 301 238 0 0 0 0 318 0000 8:00-8:15 AM 0 268 95 0 1 0 0 319 0000 1 927 481 0 1 0 0 1,015 0000 Notes: [a] For evaluation purposes, the AM Peak Hour of 7:15-8:15 AM was designated based on Future Conditions (Maximum Enrollment) Scenario Project Driveway projections for the four highest consecutive 15-minute arrival periods between 7:15-8:30 AM, as detailed in the memorandum. As such, the turning movement volumes for the 15-minute period between 8:15-8:30 AM coinciding with the remaining 11% middle school demand, as detailed in the memorandum, were not included within this table. Westbound Northbound Eastbound Existing Conditions (Observed) Scenario [495 Students] Existing Conditions (Maximum Enrollment) Scenario TOTAL [600 Students] AM Peak Hour [a] Southbound Future Conditions (Maximum Enrollment) Scenario TOTAL [750 Students] Existing Conditions (Maximum Enrollment) Scenario NET NEW [105 Students] Future Conditions (Maximum Enrollment) Scenario NET NEW [150 Students] Existing Conditions (Observed) Scenario [495 Students] Existing Conditions (Maximum Enrollment) Scenario TOTAL [600 Students] Future Conditions (Maximum Enrollment) Scenario TOTAL [750 Students] Evaluation Scenario Existing Conditions (Maximum Enrollment) Scenario NET NEW [105 Students] Future Conditions (Maximum Enrollment) Scenario NET NEW [150 Students] Eastbound Evaluation Scenario AM Peak Hour [a] Southbound Westbound Northbound 181 TABLE 2DRIVEWAY QUEUING ANALYSISNEWPORT COAST DRIVE & SAGE HILL SCHOOL DROP-OFF/PICK-UP LANEAM Peak Hour (vehicles)7:45-8:00 AM (vehicles)Queue (vehicles) Queue (ft)Notes:[a] For conservative purposes, the drop-off/pick-up lane demand for the Existing Conditions (Observed) Scenario was determined based on the Project driveway depature data collected during the AM Peak Periodrather than the Project driveway arrival data collected druing the AM Peak Period, which included the both the drop-off/pick-up lane demand and the parking facilty demand.[b] The peak period traffic volume data collected on Thursday, January 19, 2023 was used as the baseline for this analysis scenario.[c] The maximum queue length for the Existing Conditions (Observed) Scenario was occured within a five minute window between the 7:45-8:00 AM peak period. The increase in queue length associated with the subsequent evaluationscenarios assumed the uniform distribution of vehicles within the 7:45-8:00 AM peak period, thereby resulting in the addition of 1/3 of the total arrivals within that period directly to the prevoiusly observed or projected queue.124299 150408 172Evaluation Scenario Observed/Projected Queue - Maximum [c]Drop-Off/Pick-Up Lane Demand [a]Existing Conditions (Observed) Scenario [b]Existing Conditions (Maximum Enrollment) ScenarioFuture Conditions (Maximum Enrollment) Scenario20.0 50029.0 72540.0 1,000247YesProject Driveway Storage Capacity (ft) Sufficient CapacityYesYes2,0002,0002,000182 TABLE 3INTERSECTION QUEUING ANALYSISNEWPORT COAST DRIVE & RENEWABLE ENERGY FACILITY DRIVEWAY - SOUTHBOUND LEFT-TURN LANE (SBL)AM Peak Hour (vehicles)7:45-8:00 AM (vehicles)Queue (vehicles) Queue (ft)Notes:[a] The reported queues are based on the 95th percentile queue (vehicles) as calculated by HCM 6th Edition methodology. The linear feet associated with the reported queue is based on an assumed length of 25 ft per vehicle.[b] The peak period traffic volume data collected on Thursday, January 19, 2023 was used as the baseline for this analysis scenario.Future Conditions (Maximum Enrollment) Scenario18.2 45521.025.2525630313 172379 208Evaluation Scenario 95th Percentile Queue [a](Cycle Length - 120 Seconds)150150Existing Conditions (Observed) Scenario [b]Existing Conditions (Maximum Enrollment) ScenarioNoSBL Storage Capacity (ft)SBL Demand [U-Turns]Sufficient CapacityNoNo408 238150183 TABLE 4INTERSECTION QUEUING ANALYSISNEWPORT COAST DRIVE & RENEWABLE ENERGY FACILITY DRIVEWAY - SOUTHBOUND LEFT-TURN LANE (SBL) - RECOMMENDED IMPROVEMENTSAM Peak Hour (vehicles)7:45-8:00 AM (vehicles)Queue (vehicles) Queue (ft)Notes:[a] The reported queues are based on the 95th percentile queue (vehicles) as calculated by HCM 6th Edition methodology. The linear feet associated with the reported queue is based on an assumed length of 25 ft per vehicle.[b] The peak period traffic volume data collected on Thursday, January 19, 2023 was used as the baseline for this analysis scenario.Sufficient CapacityEvaluation Scenario SBL Demand [U-Turns]95th Percentile Queue [a](Cycle Length - 80 Seconds)SBL Storage Capacity (ft)YesFuture Conditions (Maximum Enrollment) Scenario 408 238 16.8 420 550184 Attachment A AM & PM Peak Period Traffic Volume Data 185 Location ID: 1North/South: Newport Coast DriveDate:East/West: Sage Hill DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L7:00 0 107 0 11 0 0 11 9500002247:15 0 13306021313600002907:30 0 223 0 16 0 0 39 18400004627:45 0 251 0 19 0 12 39 22300005448:00 0 323 0 30 0 5 80 27400007128:15 0 358 0 85 0 29 164 22700008638:30 0 284 0 39 0 13 69 26100006668:45 0 323 0 10 0 4 76 25300006669:00 0 215 0 23 0 3 34 21600004919:15 0 2050905719900004259:30 0 204 0 15 0 3 10 19600004289:45 0 182020261980000390Total Volume: 0 2808 0 265 0 78 548 246200006161Approach % 0% 100% 0% 77% 0% 23% 18% 82% 0% 0% 0% 0%Peak Hr Begin:8:00PHV 0 1288 0 164 0 51 389 101500002907PHF0.842Turning Movement Count Report AMTotals:0.899 0.471 0.898 0.000Southbound Westbound Northbound Eastbound01/11/23Prepared by City Count, LLC. (www.citycount.com)186 Location ID: 1North/South: Newport Coast DriveDate:East/West: Sage Hill DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L14:00 0 215 0 25 0 9 22 203000047414:15 0 208 0 19 0 8 22 227000048414:30 0 213 0 11 0 5 13 221000046314:45 0 206 0 18 0 5 29 262000052015:00 0 233 0 21 0 7 28 275000056415:15 0 244 0 15 0 10 29 298000059615:30 0 282 0 11 0 7 9 281000059015:45 0 24607018331000059316:00 0 22109045320000055916:15 0 23808009287000054216:30 0 275 0 10 0 5 30 256000057616:45 0 239 0 28 0 9 40 2510000567Total Volume: 0 2820 0 182 0 70 244 321200006528Approach % 0% 100% 0% 72% 0% 28% 7% 93% 0% 0% 0% 0%Peak Hr Begin:15:00PHV 0 1005 0 54 0 25 74 118500002343PHF0.983Turning Movement Count Report PM01/11/23Prepared by City Count, LLC. (www.citycount.com)Westbound0.928Totals:Northbound Eastbound0.0000.891 0.705Southbound187 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000000200000000000000000000000000000000000000000000000000000000000000000000NorthPedestrian/Bicycle Count Report 8:308:459:009:159:309:45East South WestClass:7:007:157:307:458:008:15Leg:WestLeg:NorthEastSouthClass:14:0014:1514:3014:4516:1516:3016:4515:0015:1515:3015:4516:00188 Location ID: 1North/South: Newport Coast DriveDate:East/West: Sage Hill DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L7:00 0 137020188900002377:15 0 163 0 17 0 1 27 15100003597:30 0 291 0 38 0 9 110 20100006497:45 0 392 0 94 0 33 260 267000010468:00 0 264 0 47 0 14 28 24200005958:15 0 23907001323100004908:30 0 24402011423900005008:45 0 25002012323600005129:00 0 22302041619700004429:15 0 21708072018800004409:30 0 20206051719000004209:45 0 2280707241870000453Total Volume: 0 2850 0 232 0 83 560 241800006143Approach % 0% 100% 0% 74% 0% 26% 19% 81% 0% 0% 0% 0%Peak Hr Begin:7:30PHV 0 1186 0 186 0 56 411 94100002780PHF0.664Turning Movement Count Report AMTotals:0.756 0.476 0.641 0.000Southbound Westbound Northbound Eastbound01/12/23Prepared by City Count, LLC. (www.citycount.com)189 Location ID: 1North/South: Newport Coast DriveDate:East/West: Sage Hill DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L14:00 0 20304020205000041414:15 0 19803019222000043314:30 0 209070220250000048814:45 0 227 0 15 0 3 49 240000053415:00 0 252 0 113 0 36 49 322000077215:15 0 272 0 73 0 23 40 324000073215:30 0 269 0 30 0 8 23 321000065115:45 0 275 0 14 0 12 14 317000063216:00 0 230090210334000058516:15 0 252 0 10 0 6 26 292000058616:30 0 279050264257000060716:45 0 272 0 10 0 5 55 2610000603Total Volume: 0 2938 0 293 0 102 359 334500007037Approach % 0% 100% 0% 74% 0% 26% 10% 90% 0% 0% 0% 0%Peak Hr Begin:15:00PHV 0 1068 0 230 0 79 126 128400002787PHF0.903Turning Movement Count Report PM01/12/23Prepared by City Count, LLC. (www.citycount.com)Westbound0.950Totals:Northbound Eastbound0.0000.971 0.518Southbound190 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000NorthPedestrian/Bicycle Count Report 8:308:459:009:159:309:45East South WestClass:7:007:157:307:458:008:15Leg:WestLeg:NorthEastSouthClass:14:0014:1514:3014:4516:1516:3016:4515:0015:1515:3015:4516:00191 Location ID: 1North/South: Newport Coast DriveDate:East/West: Sage Hill DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L7:00 0 129010079200002297:15 0 182 0 17 0 2 34 13700003727:30 0 278 0 31 0 5 96 18300005937:45 0 442 0 92 0 32 252 239000010578:00 0 259 0 49 0 19 47 26500006398:15 0 3050501822200005418:30 0 24002011427500005328:45 0 25204031420100004749:00 0 23108011621100004679:15 0 24106021918100004499:30 0 22909051323300004899:45 0 1740404202050000407Total Volume: 0 2962 0 228 0 75 540 244400006249Approach % 0% 100% 0% 75% 0% 25% 18% 82% 0% 0% 0% 0%Peak Hr Begin:7:30PHV 0 1284 0 177 0 57 403 90900002830PHF0.669Turning Movement Count Report AMTotals:0.726 0.472 0.668 0.000Southbound Westbound Northbound Eastbound01/19/23Prepared by City Count, LLC. (www.citycount.com)192 Location ID: 1North/South: Newport Coast DriveDate:East/West: Sage Hill DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L14:00 0 19604023244000044914:15 0 21705027233000046414:30 0 223060119281000053014:45 0 267 0 10 0 5 52 248000058215:00 0 248 0 97 0 35 64 348000079215:15 0 241 0 86 0 30 29 277000066315:30 0 254 0 29 0 9 14 330000063615:45 0 288 0 22 0 5 6 366000068716:00 0 221 0 12 0 2 8 364000060716:15 0 232090515322000058316:30 0 253 0 12 0 6 19 294000058416:45 0 293 0 23 0 10 37 3060000669Total Volume: 0 2933 0 315 0 112 273 361300007246Approach % 0% 100% 0% 74% 0% 26% 7% 93% 0% 0% 0% 0%Peak Hr Begin:15:00PHV 0 1031 0 234 0 79 113 132100002778PHF0.877Turning Movement Count Report PM01/19/23Prepared by City Count, LLC. (www.citycount.com)Westbound0.870Totals:Northbound Eastbound0.0000.895 0.593Southbound193 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000000000000000000000000000000000000000000000100000000000000000000000000000Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000000000000000000000000000000000000000000000100000000000000000000000000000NorthPedestrian/Bicycle Count Report 8:308:459:009:159:309:45East South WestClass:7:007:157:307:458:008:15Leg:WestLeg:NorthEastSouthClass:14:0014:1514:3014:4516:1516:3016:4515:0015:1515:3015:4516:00194 Location ID: 2North/South: Newport Coast DriveDate:East/West: REF DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L7:00 0 112 12 0 0 0 0 9000002147:15 0 111 12 0 3 0 0 13700002637:30 0 186 30 0 1 0 0 19300004107:45 0 231 46 0 0 0 0 21200004898:00 0 244 66 0 0 0 0 28101005928:15 0 271 123 0 0 0 1 28000016768:30 2 256 49 0 1 0 0 28900005978:45 0 282 53 0 0 0 0 26000005959:00 0 198 24 0 0 0 0 22300004459:15 1 1989000018800003969:30 0 199 10 0 0 0 0 20900004189:45 0 179600002040000389Total Volume: 3 2467 440 0 5 0 1 256601015484Approach % 0% 85% 15% 0% 100% 0% 0% 100% 0% 50% 0% 50%Peak Hr Begin:8:00PHV 2 1053 291 0 1 0 1 111001012460PHF0.910Turning Movement Count Report AMTotals:0.854 0.250 0.961 0.500Southbound Westbound Northbound Eastbound01/11/23Prepared by City Count, LLC. (www.citycount.com)195 Location ID: 2North/South: Newport Coast DriveDate:East/West: REF DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L14:00 0 203 20 0 0 0 0 196000041914:15 0 198 21 0 0 0 0 237000045614:30 0 194 14 0 0 0 0 219000042714:45 0 192 22 4 0 0 0 267000048515:00 0 214 22 0 0 0 0 275000251315:15 0 249 15 0 0 0 0 313000057715:30 0 28280000289000057915:45 0 239 18 0 0 2 1 332000059216:00 0 20440000309000051716:15 0 23280001285000052616:30 0 260 23 0 0 1 0 257000054116:45 0 237 14 0 0 0 0 2830000534Total Volume: 0 2704 189 4 0 3 2 326200026166Approach % 0% 93% 7% 57% 0% 43% 0% 100% 0% 0% 0% 100%Peak Hr Begin:15:15PHV 0 974 45 0 0 2 1 124300002265PHF0.957Prepared by City Count, LLC. (www.citycount.com)Westbound0.934Totals:Northbound Eastbound0.0000.878 0.250SouthboundTurning Movement Count Report PM01/11/23196 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000001000000000000000000000000000000000000000000000000000000000000000000000Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle0000000000000000000000000000000000000000000000000000000000140000000500000001000000000000000000000016:1516:3016:4515:0015:1515:3015:4516:00Class:14:0014:1514:3014:45WestLeg:North East South9:309:45EastSouthWestClass:7:007:157:307:458:008:15Leg:Pedestrian/Bicycle Count Report 8:308:459:009:15North197 Location ID: 2North/South: Newport Coast DriveDate:East/West: REF DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L7:00 0 118901008700002157:15 0 143 24 0 2 0 0 15000103207:30 0 183 90 0 0 0 0 22300004967:45 0 251 181 0 1 0 0 34500007788:00 0 260 32 0 0 0 0 25600005488:15 0 240 15 0 0 0 0 20800004638:30 0 229 14 0 0 0 0 24300004868:45 0 234 20 1 0 0 1 23800004949:00 0 221 13 0 0 0 0 19800004329:15 0 206 16 0 0 0 0 20300004259:30 0 1998000018900003969:45 0 223 16 0 0 0 0 2010000440Total Volume: 0 2507 438 1 4 0 1 254100105493Approach % 0% 85% 15% 20% 80% 0% 0% 100% 0% 0% 100% 0%Peak Hr Begin:7:30PHV 0 934 318 0 1 0 0 103200002285PHF0.734Turning Movement Count Report AMTotals:0.725 0.250 0.748 0.000Southbound Westbound Northbound Eastbound01/12/23Prepared by City Count, LLC. (www.citycount.com)198 Location ID: 2North/South: Newport Coast DriveDate:East/West: REF DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L14:00 0 20810000201000041014:15 0 18480000223000041514:30 0 196 14 2 0 1 0 257000047014:45 0 204 38 0 0 0 0 254000049615:00 0 238 47 0 0 0 0 327000061215:15 0 246 36 1 0 0 0 330000061315:30 0 265 20 0 0 0 0 322000160815:45 0 266 15 0 0 0 0 297000057816:00 0 217 13 0 0 0 0 345000057516:15 0 234 24 0 0 0 0 295000055316:30 0 239 46 1 0 0 1 273000056016:45 0 237 47 0 0 0 0 2730000557Total Volume: 0 2734 309 4 0 1 1 339700016447Approach % 0% 90% 10% 80% 0% 20% 0% 100% 0% 0% 0% 100%Peak Hr Begin:15:00PHV 0 1015 118 1 0 0 0 127600012411PHF0.983Prepared by City Count, LLC. (www.citycount.com)Westbound0.967Totals:Northbound Eastbound0.2500.994 0.250SouthboundTurning Movement Count Report PM01/12/23199 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000001000000000000000000000000000000000000000000000000000000020000000000000Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000016:1516:3016:4515:0015:1515:3015:4516:00Class:14:0014:1514:3014:45WestLeg:North East South9:309:45EastSouthWestClass:7:007:157:307:458:008:15Leg:Pedestrian/Bicycle Count Report 8:308:459:009:15North200 Location ID: 2North/South: Newport Coast DriveDate:East/West: REF DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L7:00 0 116 12 0 0 0 0 9010002197:15 1 157 30 0 0 0 0 14600003347:30 0 196 83 0 0 0 0 21900004987:45 0 290 172 0 0 0 0 29400007568:00 0 245 28 0 1 0 0 29600005708:15 0 294 14 0 0 1 1 21200105238:30 0 222 16 0 0 0 0 26500005038:45 0 2569030020600004749:00 0 213 15 0 0 0 0 20500004339:15 0 227 17 1 0 0 0 18300004289:30 0 221 16 0 0 0 0 24200004799:45 1 164 16 0 0 0 0 1920000373Total Volume: 2 2601 428 1 4 1 1 255010105590Approach % 0% 86% 14% 17% 67% 17% 0% 100% 0% 0% 100% 0%Peak Hr Begin:7:45PHV 0 1051 230 0 1 1 1 106700102352PHF0.778Turning Movement Count Report AMTotals:0.693 0.500 0.902 0.250Southbound Westbound Northbound Eastbound01/19/23Prepared by City Count, LLC. (www.citycount.com)201 Location ID: 2North/South: Newport Coast DriveDate:East/West: REF DrivewayCity: Newport Beach, CA123456789101112Movements: R T L R T L R T L R T L14:00 0 18291000246000043814:15 0 20590000236100045114:30 0 206 22 3 0 0 0 259000049014:45 0 219 47 0 0 0 0 258000052415:00 0 242 47 0 0 0 0 369000065815:15 0 244 32 0 0 0 0 273000054915:30 0 246 14 0 0 0 0 320000058015:45 0 278 12 1 0 0 1 360000065216:00 0 216 10 0 0 0 0 367000159416:15 0 225 15 0 0 0 0 320000056016:30 0 237 19 0 0 0 0 295000055116:45 0 268 37 0 0 0 0 3050000610Total Volume: 0 2768 273 5 0 0 1 360810016657Approach % 0% 91% 9% 100% 0% 0% 0% 100% 0% 0% 0% 100%Peak Hr Begin:15:00PHV 0 1010 105 1 0 0 1 132200002439PHF0.927Prepared by City Count, LLC. (www.citycount.com)Westbound0.896Totals:Northbound Eastbound0.0000.961 0.250SouthboundTurning Movement Count Report PM01/19/23202 Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle000000000000000000000000000000000000000000000000000000000000000000100000000000000000000000000000Peds Bicycle Peds Bicycle Peds Bicycle Peds Bicycle00000000000000000000000100000000001000000000000000100000000000000000000000000000000000000000000016:1516:3016:4515:0015:1515:3015:4516:00Class:14:0014:1514:3014:45WestLeg:North East South9:309:45EastSouthWestClass:7:007:157:307:458:008:15Leg:Pedestrian/Bicycle Count Report 8:308:459:009:15North203 Attachment B AM & PM Peak Period Queuing Observation Data 204 AM PEAK PERIOD PROJECT DRIVEWAY DROP-OFF/PICK-UP OBSERVATIONS MAXIMUM QUEUE LENGTH SUMMARY @ FIVE MINUTE INTERVALS 7:00 AM *** 7:05 AM *** 7:10 AM *** 7:15 AM *** 7:20 AM *** 7:25 AM *** 7:30 AM *** 7:35 AM *** 7:40 AM *** 7:45 AM *816 7:50 AM *13 19 7:55 AM *16 20 8:00 AM *79 8:05 AM *** 8:10 AM *** 8:15 AM 1 ** 8:20 AM 2 ** 8:25 AM 6 ** 8:30 AM 3 ** 8:35 AM *** 8:40 AM *** 8:45 AM *** 8:50 AM *** 8:55 AM *** 9:00 AM *** 9:05 AM *** 9:10 AM *** 9:15 AM *** 9:20 AM *** 9:25 AM *** 9:30 AM *** 9:35 AM *** 9:40 AM *** 9:45 AM *** 9:50 AM *** 9:55 AM *** 10:00 AM *** Notes: * The peak on-site driveway queuing observed during this period was essentially negligible and/or non-existinent due to relatively low drop-off/pick-up demand. Time 1/11/2023 1/12/2023 1/19/2023 205 PM PEAK PERIOD PROJECT DRIVEWAY DROP-OFF/PICK-UP OBSERVATIONS MAXIMUM QUEUE LENGTH SUMMARY @ FIVE MINUTE INTERVALS 2:00 PM *** 2:05 PM *** 2:10 PM *** 2:15 PM *** 2:20 PM *** 2:25 PM *** 2:30 PM *** 2:35 PM *** 2:40 PM *** 2:45 PM *** 2:50 PM *13 17 2:55 PM *18 20 3:00 PM *33 3:05 PM *32 3:10 PM *22 3:15 PM *24 3:20 PM *** 3:25 PM *** 3:30 PM *** 3:35 PM *** 3:40 PM *** 3:45 PM *** 3:50 PM *** 3:55 PM *** 4:00 PM *** 4:05 PM *** 4:10 PM *** 4:15 PM *** 4:20 PM *** 4:25 PM *** 4:30 PM *** 4:35 AM *** 4:40 AM *** 4:45 AM *** 4:50 AM *** 4:55 AM *** 5:00 AM *** Notes: * The peak on-site driveway queuing observed during this period was essentially negligible and/or non-existinent due to relatively low drop-off/pick-up demand. Time 1/11/2023 1/12/2023 1/19/2023 206 Attachment C HCM Queuing Analysis Worksheets 207 HCM 6th Signalized Intersection Summary 2: Newport Coast Dr & Coyote Canyon Landfill/REF Facility 02/23/2023 Existing AM - Sage Hill Analysis 7:06 pm 02/23/2023 Synchro 11 Report GTC Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)000010095503138881 Future Volume (veh/h)000010095503138881 Initial Q (Qb), veh 000000000500 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 00001001038 0 340 965 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022222 Cap, veh/h 05005003125 0 406 4667 5 Arrive On Green 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.62 0.00 0.07 0.29 0.29 Sat Flow, veh/h 0 1870 0 0 1870 0 0 5443 0 1781 5268 5 Grp Volume(v), veh/h 00001001038 0 340 624 342 Grp Sat Flow(s),veh/h/ln 0 1870 0 0 1870 0 0 1702 0 1781 1702 1869 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.1 0.0 0.0 11.6 0.0 22.7 16.6 16.6 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.1 0.0 0.0 11.6 0.0 22.7 16.6 16.6 Prop In Lane 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 05005003125 0 406 3016 1656 V/C Ratio(X) 0.00 0.00 0.00 0.00 0.22 0.00 0.00 0.33 0.00 0.84 0.21 0.21 Avail Cap(c_a), veh/h 0 156 0 0 156 0 0 3178 0 957 3016 1656 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I)0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 59.7 0.0 0.0 11.6 0.0 53.9 10.7 10.7 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.3 0.0 4.9 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.7 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 0.0 0.0 0.0 0.1 0.0 0.0 7.9 0.0 18.2 11.8 12.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 0.0 0.0 81.8 0.0 0.0 11.9 0.0 65.6 10.8 11.0 LnGrp LOS AAAAFAABAEBB Approach Vol, veh/h 0 1 1038 1306 Approach Delay, s/veh 0.0 81.8 11.9 25.1 Approach LOS F B C Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 114.7 5.3 31.6 83.1 5.3 Change Period (Y+Rc), s * 8.4 5.0 5.5 * 8.4 5.0 Max Green Setting (Gmax), s * 97 10.0 64.5 * 27 10.0 Max Q Clear Time (g_c+I1), s 18.6 2.1 24.7 13.6 0.0 Green Ext Time (p_c), s 28.4 0.0 1.4 10.0 0.0 Intersection Summary HCM 6th Ctrl Delay 19.3 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 208 HCM 6th Signalized Intersection Summary 2: Newport Coast Dr & Coyote Canyon Landfill/REF Facility 02/23/2023 Existing (Adjusted) AM - Sage Hill School Analysis 7:15 am 01/12/2022 Synchro 11 Report GTC Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)000010098003799001 Future Volume (veh/h)000010098003799001 Initial Q (Qb), veh 000000000500 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 00001001065 0 412 978 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022222 Cap, veh/h 05005002907 0 482 4667 5 Arrive On Green 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.58 0.00 0.09 0.29 0.29 Sat Flow, veh/h 0 1870 0 0 1870 0 0 5443 0 1781 5268 5 Grp Volume(v), veh/h 00001001065 0 412 632 347 Grp Sat Flow(s),veh/h/ln 0 1870 0 0 1870 0 0 1702 0 1781 1702 1869 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.1 0.0 0.0 13.3 0.0 27.5 16.8 16.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.1 0.0 0.0 13.3 0.0 27.5 16.8 16.8 Prop In Lane 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 05005002907 0 482 3016 1656 V/C Ratio(X) 0.00 0.00 0.00 0.00 0.22 0.00 0.00 0.37 0.00 0.85 0.21 0.21 Avail Cap(c_a), veh/h 0 156 0 0 156 0 0 2959 0 957 3016 1656 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I)0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 59.7 0.0 0.0 14.3 0.0 53.0 10.8 10.8 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.4 0.0 4.7 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.3 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 0.0 0.0 0.0 0.1 0.0 0.0 9.0 0.0 21.0 12.0 13.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 0.0 0.0 81.8 0.0 0.0 14.6 0.0 63.0 10.9 11.0 LnGrp LOS AAAAFAABAEBB Approach Vol, veh/h 0 1 1065 1391 Approach Delay, s/veh 0.0 81.8 14.6 26.4 Approach LOS F B C Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 114.7 5.3 36.8 77.9 5.3 Change Period (Y+Rc), s * 8.4 5.0 5.5 * 8.4 5.0 Max Green Setting (Gmax), s * 97 10.0 64.5 * 27 10.0 Max Q Clear Time (g_c+I1), s 18.8 2.1 29.5 15.3 0.0 Green Ext Time (p_c), s 28.9 0.0 1.8 9.0 0.0 Intersection Summary HCM 6th Ctrl Delay 21.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 209 HCM 6th Signalized Intersection Summary 2: Newport Coast Dr & Coyote Canyon Landfill/REF Facility 02/23/2023 Fut w Proj AM - Sage Hill School Analysis 7:15 am 01/12/2022 Synchro 11 Report GTC Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)00001001015 0 481 928 0 Future Volume (veh/h)00001001015 0 481 928 0 Initial Q (Qb), veh 000000000500 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 00001001103 0 523 1009 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022222 Cap, veh/h 05005002573 0 599 4523 0 Arrive On Green 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.51 0.00 0.11 0.29 0.00 Sat Flow, veh/h 0 1870 0 0 1870 0 0 5443 0 1781 5274 0 Grp Volume(v), veh/h 00001001103 0 523 1009 0 Grp Sat Flow(s),veh/h/ln 0 1870 0 0 1870 0 0 1702 0 1781 1702 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.1 0.0 0.0 16.1 0.0 34.8 18.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.1 0.0 0.0 16.1 0.0 34.8 18.0 0.0 Prop In Lane 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 05005002573 0 599 4523 0 V/C Ratio(X) 0.00 0.00 0.00 0.00 0.22 0.00 0.00 0.43 0.00 0.87 0.22 0.00 Avail Cap(c_a), veh/h 0 156 0 0 156 0 0 2623 0 957 4523 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I)0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.82 0.82 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 59.7 0.0 0.0 19.0 0.0 51.5 11.2 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.5 0.0 5.1 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 0.0 0.0 0.0 0.1 0.0 0.0 10.7 0.0 25.2 12.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 0.0 0.0 81.8 0.0 0.0 19.5 0.0 60.6 11.3 0.0 LnGrp LOS AAAAFAABAEBA Approach Vol, veh/h 0 1 1103 1532 Approach Delay, s/veh 0.0 81.8 19.5 28.1 Approach LOS F B C Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 114.7 5.3 44.7 70.0 5.3 Change Period (Y+Rc), s * 8.4 5.0 5.5 * 8.4 5.0 Max Green Setting (Gmax), s * 97 10.0 64.5 * 27 10.0 Max Q Clear Time (g_c+I1), s 20.0 2.1 36.8 18.1 0.0 Green Ext Time (p_c), s 31.1 0.0 2.4 7.1 0.0 Intersection Summary HCM 6th Ctrl Delay 24.5 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 210 HCM 6th Signalized Intersection Summary 2: Newport Coast Dr & Coyote Canyon Landfill/REF Facility 09/13/2023 Fut w Proj AM (Adjusted Cycle Length) - Sage Hill School Analysis 7:15 am 01/12/2022 Synchro 11 Report GTC Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h)00001001015 0 481 928 0 Future Volume (veh/h)00001001015 0 481 928 0 Initial Q (Qb), veh 000000000500 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 00001001103 0 523 1009 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022222 Cap, veh/h 05005001379 0 811 4238 0 Arrive On Green 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.27 0.00 0.15 0.27 0.00 Sat Flow, veh/h 0 1870 0 0 1870 0 0 5443 0 1781 5274 0 Grp Volume(v), veh/h 00001001103 0 523 1009 0 Grp Sat Flow(s),veh/h/ln 0 1870 0 0 1870 0 0 1702 0 1781 1702 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.1 0.0 22.1 12.3 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.1 0.0 22.1 12.3 0.0 Prop In Lane 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 05005001379 0 811 4238 0 V/C Ratio(X) 0.00 0.00 0.00 0.00 0.22 0.00 0.00 0.80 0.00 0.65 0.24 0.00 Avail Cap(c_a), veh/h 0 210 0 0 210 0 0 1379 0 811 4238 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I)0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.82 0.82 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 39.8 0.0 0.0 27.2 0.0 28.3 9.4 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 21.9 0.0 0.0 5.0 0.0 3.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 0.0 0.0 0.0 0.1 0.0 0.0 11.2 0.0 16.8 9.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 0.0 0.0 61.7 0.0 0.0 32.1 0.0 32.4 9.5 0.0 LnGrp LOS AAAAEAACACAA Approach Vol, veh/h 0 1 1103 1532 Approach Delay, s/veh 0.0 61.7 32.1 17.3 Approach LOS E C B Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 74.8 5.2 44.8 30.0 5.2 Change Period (Y+Rc), s * 8.4 5.0 * 8.4 * 8.4 5.0 Max Green Setting (Gmax), s * 58 9.0 * 31 * 22 9.0 Max Q Clear Time (g_c+I1), s 14.3 2.0 24.1 18.1 0.0 Green Ext Time (p_c), s 23.9 0.0 1.3 3.1 0.0 Intersection Summary HCM 6th Ctrl Delay 23.5 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 211 INTENTIONALLY BLANK PAGE212 Attachment No. PC 5 Biological Resources Update and Potential Effects Associated with Fuel Modification Plan Memorandum 213 INTENTIONALLY BLANK PAGE214 MEMORANDUM 1940 E Deere Avenue, Suite 250 ● Santa Ana, California 92705 ● 949.837.0404 PROJECT NUMBER: 1085-08SAGE TO: Shawna Schaffner FROM: Thienan Pfeiffer Tony Bomkamp DATE: November 8, 2023 SUBJECT: Biological Resources Update and Potential Effects Associated with Fuel Modification Plan for the Sage Hill School Middle School and Gymnasium Addition Project Glenn Lukos Associates, Inc. (GLA) prepared a technical memorandum dated December 6, 2022 to document the results of a biological/regulatory survey of areas within the campus of Sage Hill School where a proposed middle school and gymnasium would be constructed. The survey was conducted to assess for biological resources, including special-status plant and animal species, designated or proposed critical habitat, potentially suitable habitat for special-status species, and potentially jurisdictional waters and wetlands. At the time of the survey the majority of the site consisted of already developed sports fields and associated structures, including fencing, maintained grasses, ornamental plantings, and other school-related buildings. In the December 6, 2022 memorandum, GLA concluded that none of the special-status plants considered were expected to occur onsite due to lack of suitable habitat. With regard to special-status animals, GLA concluded that the trees on site represent potential roosting habitat for western mastiff bat and that the offsite adjacent coastal sage scrub habitat to the north and northwest of the survey area has the potential to support coastal California gnatcatchers; as such, development of the site would be recommended to occur outside of the gnatcatcher breeding season, or a focused survey of the offsite adjacent areas for the species should occur. No other faunal species evaluated were expected to occur or nest onsite due to lack of suitable habitat, and no critical habitat or jurisdictional waters or wetlands were mapped onsite. For the mastiff bat, removal of suitable trees outside the maternity roosting season (June-August) would ensure that no impacts to this species would occur and therefore there would be no significant impacts to this species. On June 23, 2023, GLA received the attached Fuel Modification Plan (FMP) for the Sage Hill School Middle School and Gymnasium Addition (project) and was asked to evaluate the proposed removal of vegetation and planting plan. The initial removal of vegetation within the project site should be conducted outside of the avian breeding season (generally February – July), or a pre-removal survey should be conducted to confirm the absence of nesting birds. Additional Notes provided on page 1 of the FMP provides the necessary measures to ensure: 1) that nesting birds will not be impacted by routine maintenance activities within the fuel modification zones, and 2) that no plant material selected for the FMP is listed as invasive by the California Invasive Plant Council. The FMP provides adequate measures to ensure that nesting birds would not be impacted by routine 215 MEMORANDUM November 8, 2023 Page 2 maintenance and that planted species adjacent to the offsite coastal sage scrub habitat would not consist of any that are listed as invasive. Relative to the Landscaping and associated fuel management, it is important to note that the original landscape plans (attached) show the Fuel Modification Zone (FMZ) in question as having been originally landscaped as Front Slope and Landscape Drifts, and for Front Slope vegetation even noting that this is “transition planting between the NCCP zone and the campus,” including some ornamentals as well. None of the species in these two zones comprised any coastal sage scrub. The FMZ planting will not include any Cal-IPC listed plants as confirmed in the notes. Given this area was landscaped from the beginning with transitional non-coastal sage scrub species, the presence of a few coyote brush individuals, observed by GLA in the FMZ does not disqualify the project from CEQA exemption. This area always was a maintained landscaped zone and the FMZ plantings will not include any invasives that would have the potential to change the CSS conditions adjacent to the toll road. Finally, GLA has reviewed the photometric analysis [Attached] prepared by Musco to determine whether the ballfield lighting would result in light spillage that would result in significant impacts on the coastal sage scrub within the NCCP/HCP boundaries. The photometric analysis shows that the light spillage for for areas adjacent to the NCCP area is 0.1-foot candle or less, which is the threshold such that no significant impacts would occur. Please contact me with any questions. p:1085-8c.mem_110823 216 ILLUMINATION SUMMARY Not to be reproduced in whole or part without the wriƩen consent of Musco Sports LighƟng, LLC. ©1981, 2023 Musco Sports LighƟng, LLC.ENGINEERED DESIGN By: • File #199459C • 08-Nov-23 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.02 0.02 0.01 0.01 0.01 0.00 0.01 0.01 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.02 0.00 0.02 0.00 0.01 0.02 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.00 0.01 0.02 0.01 0.01 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.03 0.02 0.01 0.00 0.01 0.00 0.00 0.00 0.02 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.01 0.02 0.00 0.02 0.02 0.01 0.01 0.03 0.05 0.01 0.02 0.04 0.03 0.01 0.02 0.00 0.00 0.02 0.01 0.01 0.01 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.01 0.02 0.02 0.01 0.01 0.03 0.03 0.02 0.03 0.01 0.02 0.02 0.03 0.04 0.04 0.04 0.04 0.03 0.02 0.03 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.03 0.03 0.06 0.04 0.06 0.05 0.06 0.05 0.07 0.05 0.10 0.11 0.09 0.07 0.06 0.04 0.04 0.03 0.03 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.01 0.00 0.01 0.00 0.01 0.01 0.02 0.17 0.05 0.07 0.10 0.14 0.15 0.14 0.13 0.14 0.11 0.19 0.20 0.21 0.24 0.21 0.15 0.10 0.07 0.04 0.03 0.01 0.01 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.01 0.03 0.05 0.15 0.15 0.18 0.20 0.31 0.35 0.40 0.42 0.42 0.39 0.41 0.52 0.59 0.60 0.47 0.30 0.16 0.11 0.07 0.05 0.03 0.02 0.01 0.01 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.01 0.03 0.03 0.06 0.14 0.18 0.25 0.39 0.58 0.86 1.09 1.31 1.51 1.58 1.65 1.75 1.60 1.39 1.04 0.64 0.36 0.23 0.15 0.10 0.07 0.03 0.02 0.01 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.01 0.02 0.02 0.04 0.10 0.14 0.22 0.42 0.71 1.16 1.67 2.33 3.26 3.73 5.26 5.27 5.72 4.79 3.36 2.34 1.47 0.81 0.50 0.35 0.21 0.13 0.10 0.07 0.04 0.03 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.02 0.05 0.12 0.22 0.40 0.73 1.35 2.59 4.76 7.02 8.78 11.15 13.67 16.06 15.93 12.72 8.98 6.05 3.71 2.16 1.45 1.03 0.64 0.41 0.34 0.34 0.27 0.14 0.05 0.02 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.03 0.09 0.16 0.33 0.78 1.22 2.54 5.82 13.34 23.24 25.35 26.50 29.76 32.93 31.19 27.00 22.63 15.79 9.73 7.13 7.02 6.29 4.31 2.81 2.30 1.87 1.23 0.55 0.14 0.05 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.07 0.08 0.19 0.42 0.94 1.95 4.33 10.51 5.00 1.88 0.40 0.11 0.02 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.28 0.21 0.12 0.22 0.56 1.24 2.95 6.45 15.30 9.48 2.90 0.60 0.10 0.03 0.01 0.01 0.00 0.01 0.00 0.02 0.01 0.03 0.04 0.10 0.22 0.55 1.36 3.23 7.86 19.43 13.49 3.39 0.64 0.11 0.03 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.03 0.14 0.09 0.27 0.52 1.29 3.30 7.70 16.40 16.58 3.12 0.56 0.13 0.03 0.01 0.01 0.00 0.03 0.03 0.01 0.02 0.07 0.05 0.10 0.22 0.54 1.16 2.93 7.51 18.53 17.24 2.71 0.48 0.11 0.03 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.03 0.10 0.09 0.19 0.46 1.27 2.70 7.54 18.82 16.48 2.65 0.39 0.08 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.07 0.02 0.04 0.25 0.21 0.41 1.07 2.80 7.38 18.96 13.82 2.13 0.24 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.01 0.02 0.08 0.17 0.39 0.96 2.49 7.38 20.77 7.27 1.20 0.11 0.04 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.20 0.03 0.10 0.34 0.95 2.34 7.01 19.87 5.67 0.67 0.06 0.02 0.01 0.00 0.00 0.00 0.14 0.01 0.00 0.00 0.00 0.01 0.01 0.04 0.14 0.52 1.84 6.13 16.49 21.12 4.23 0.31 0.05 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.05 0.25 1.27 4.33 12.51 12.14 1.88 0.23 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.03 0.01 0.02 0.05 0.23 1.11 4.20 11.43 5.07 0.86 0.15 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.01 0.03 0.12 0.42 1.53 5.21 13.57 19.09 8.05 1.78 0.47 0.10 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.09 0.24 0.62 1.89 5.86 15.06 10.87 3.53 0.79 0.27 0.06 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.06 0.14 0.31 0.72 1.99 5.72 13.41 9.88 4.73 1.34 0.36 0.14 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.03 0.07 0.15 0.32 0.69 1.74 4.63 11.28 13.44 6.97 3.69 1.57 0.39 0.16 0.07 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.04 0.07 0.13 0.27 0.56 1.49 3.96 9.99 11.23 4.80 2.04 0.95 0.45 0.16 0.08 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.06 0.11 0.20 0.43 1.13 3.25 8.22 19.77 18.09 9.26 3.10 1.08 0.59 0.32 0.16 0.07 0.04 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.05 0.08 0.14 0.34 0.81 2.27 5.39 13.14 16.48 18.07 17.72 17.09 13.80 8.08 5.08 3.50 1.46 0.63 0.33 0.18 0.11 0.05 0.03 0.02 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.03 0.05 0.10 0.22 0.51 1.26 2.96 5.30 6.65 7.31 7.08 6.10 5.09 3.43 1.80 0.99 0.43 0.21 0.13 0.07 0.04 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.02 0.03 0.07 0.13 0.27 0.59 1.25 2.04 2.51 2.47 2.12 1.56 1.05 0.67 0.38 0.16 0.09 0.05 0.04 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.02 0.03 0.06 0.13 0.25 0.46 0.65 0.73 0.68 0.48 0.32 0.25 0.19 0.12 0.04 0.03 0.02 0.01 0.01 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.03 0.05 0.10 0.13 0.17 0.16 0.12 0.09 0.08 0.08 0.06 0.03 0.02 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.05 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 116'318'50'90'42'50'182'40'63'175'319'115' C2 A1 A2 B1 B2 C1 SCALE IN FEET 1 : 150 0'150'300' Equipment List For Areas Shown Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION ABOVE GRADE LEVEL LUMINAIRE TYPE QTY/POLE THIS GRID OTHER GRIDS 1 A1 80'10'90.5'TLC-LED-1200 3 3 0 90.5'TLC-LED-1500 1 1 0 25.5'TLC-BT-575 1 1 0 1 A2 80'-80.5'TLC-LED-1200 3 3 0 80.5'TLC-LED-900 1 1 015.5'TLC-BT-575 1 1 0 1 B1 80'-80.5'TLC-LED-1200 1 1 0 80.5'TLC-LED-1500 3 3 0 80.5'TLC-LED-900 2 2 0 15.5'TLC-BT-575 1 1 0 1 B2 90'-91.5'TLC-LED-1200 3 3 0 91.5'TLC-LED-1500 3 3 0 15.5'TLC-BT-575 1 1 0 1 C1 70'-70.3'TLC-LED-1200 3 3 0 70.3'TLC-LED-900 3 3 0 15.5'TLC-BT-575 2 2 0 1 C2 70'0'70.4'TLC-LED-1200 2 2 0 70.4'TLC-LED-900 4 4 0 15.5'TLC-BT-575 2 2 0 6 Totals 40 40 0 Sage Hill School Baseball Newport Coast,CA Grid Summary Name Blanket Grid Size 1100' x 1100' Spacing 20.0' x 20.0' Height 3.0' above grade Illumination Summary MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Scan Average 1.20 Maximum 33 Minimum 0 Avg/Min - Max/Min -UG (adjacent pts)5435.15 CU 0.10 No. of Points 1232 LUMINAIRE INFORMATION Applied Circuits A No. of Luminaires 40 Total Load 40.84 kW Pole location(s)dimensions are relative to 0,0 reference point(s) Guaranteed Performance:The ILLUMINATION described aboveis guaranteed per your Musco Warranty document andincludes a 0.95 dirt depreciation factor. Field Measurements:Individual field measurements may varyfrom computer-calculated predictions and should be takenin accordance with IESNA RP-6-15. Electrical System Requirements:Refer to AmperageDraw Chart and/or the "Musco Control System Summary"for electrical sizing. Installation Requirements:Results assume ± 3%nominal voltage at line side of the driver and structureslocated within 3 feet (1m) of design locations. 217 INTENTIONALLY BLANK PAGE218 Attachment No. PC 6 Project Plans 219 INTENTIONALLY BLANK PAGE220 G0.00 COVER SHEET SAGE HILL SCHOOL PROPOSED MIDDLE SCHOOL AND GYMNASIUM 20402 NEWPORT COAST DRIVE, NEWPORT BEACH, CA 92657 SITE DEVELOPMENT REVIEW NOVEMBER 14, 2022 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 SEPTEMBER 18, 2023 9/18/23SITE DEVELOPENT REVIEW R19/18/23 221 PROJECT SCOPE VICINITY MAP ABBREVIATIONS SAGE HILL SCHOOLCLIENT INFORMATION ARCHITECT LPA DESIGN STUDIOS (CAMPUS IS EXISTING) 1. ADDITION OF AN APPROX. 30,000 S.F. 3-STORY BUILDING HOUSING A GYM ANDMIDDLE SCHOOL AND ASSOCIATED SITE WORK 2. MODERNIZATION OF EXISTING BASEBALL FIELDS FROM NATURAL TURF TOARTIFICIAL AND ADDITION OF SPORTS LIGHTING. ADDITION OF ARTIFICIALPRACTICE AREA ADJACENT TO GYM. 20402 NEWPORT COAST DRIVE,NEWPORT BEACH, CA 92657PHONE: MERZP@SAGEHILLSCHOOL.ORGCONTACT: PATRICIA MERZ 5301 CALIFORNIA AVENUE, SUITE 100IRVINE, CA 92617PHONE: 949.261.1001 FAX: 949.260.1190 C.I. H.B. T.O.P. MIN.MIR.MISC.M.O.MTD.MTL.MUL. N.I.C. NOM.N.T.S. O.A.OBS.O.C. O.D.OFF. OPNG. OPP. EXP.EXT. F.A.F.B.F.D. E.EA. E.J.E.D.F. EL.ELEC. EMER.ENCL.E.P. EQ.EQPT.E.W.C. EXST.EXPO. ELEV. NO. W.C.WD.W/OW.P.WT. T.P.T.P.D.T.V. T.O.W. TYP. U.O.N. VEST.VERT. W/ H.C.HDWD.HDWE.H.M.HORIZ. HGT. INSUL. JAN. LAM. LKR.LAV. MAX.M.C.MECH.MEMB.MET.MFR. DBL.DEPT.D.F. DIA. DIM.DISP. DET. DN.D.O.DR.DWR.D.S.D.S.P.DWG. LT. MH. CONSTR. C.G.CLG. CLKG.CLO.CLR. C.O. COL.CONC. CONN. CONT. CORR.CTSK.CNTR. CTR. HR. I.D. INT. JT. STA.STD.STL. STOR. SUSP. SYM. STRL. TRD.T.B.T.C.TEL.TER. THK. T.&G. S.C.S.C.D.SCHED. S.D.SECT.SH.SHR.SHT.SIM.S.N.D.S.N.R.SPEC. SQ.S.ST.S.SK.FDN. F.E.C. F.H.C. FIN. FLASH. FLUOR.F.O.C.F.O.F.F.O.M. F.O.S. FPRF. FTG.FURR.FUT. GALV.G.B.G.I.S.M. GND. GYP. F.S. ARCH. BITUM. ASPH. BD. BLDG. BLK.BLKG.BM.BOT. CAB.C.B.CEM.CER. ASB. FT. GA. GL. GR. ACOUS. APPROX. & L @CLo# (E) A.D. ADJ. AGGR. ALUM. F.E. F.F. FL. Q.T. RAD.R.D.REF.REFR.RGTR.REINF. REQ. RM.R.O.RWD.R.W.L. RESIL. PRCST.PL.P. LAM.PLAS.PLYWD.PR.PT.P.T.D.P.T.D./R PTN. P.T.R. ADJ. T.O.M.S.T.O.C. PH T.O.S. T.O.STL. C.L. U.N.O. / PROJECT DIRECTORY V.I.F. SYMBOLS LEGEND X'-X" (X'-X") CONTACT: STEVEN KEYEMAIL: SKEY@LPADESIGNSTUDIOS.COM CONTACT: ANDREW CHRISTIANSENEMAIL: ACHRISTIANSEN@LPADESIGNSTUDIOS.COM LANDSCAPE ARCHITECT CONTACT: ANDREW WICKHAMEMAIL: AWICKHAM@LPADESIGNSTUDIOS.COM SHEET INDEX DATEISSUEDDRAWING INTHIS ISSUEREVISION NO.SHEET NO.SHEET NAME GENERAL LEGAL DESCRIPTION CIVIL 08/31/2022 CIVIL 08/31/2022 08/31/2022 08/31/2022 08/31/2022 LANDSCAPE 08/31/2022 08/31/2022 08/31/2022 ARCHITECTURE 08/31/2022 08/31/2022 08/31/2022 LIGHTING 08/31/2022 08/31/2022 08/31/2022 08/31/2022 TABULATIONS 08/31/2022 08/31/2022 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF NEWPORTBEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED ASFOLLOWS: PARCEL A: PARCEL 1 OF PARCEL MAP NO. 97-200 RECORDED AS INSTRUMENT NO. 19990565881IN BOOK 309, PAGES 1 TO 5, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDS OFORANGE COUNTY, CALIFORNIA. PARCEL B: A SURFACE EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESSPURPOSES, AS SAID EASEMENT IS SET FORTH IN THAT CERTAIN ACCESS EASEMENTAGREEMENT RECORDED NOVEMBER 23, 1999 AS INSTRUMENT NO. 19990811433 OFOFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA. AN ASSIGNMENT AND ASSUMPTION OF EASEMENT WAS RECORDED DECEMBER 28,2006, AS INSTRUMENT NO. 2006000868483 OF SAID OFFICIAL RECORDS. FOR CONVEYANCING PURPOSES ONLY: APN 478-031-55 (AFFECTS A PORTION OF SAIDLAND) AND 478-031-56 (AFFECTS A PORTION OF SAID LAND) DEVELOPMENT SUMMARY BUILDINGS A,B,C,D 74,313 PROPOSED -- -- -- -- -- -- -- 74,313 PHASE IISA2007-017(S.F.) -- -- -- -- -- 74,313 PHASE IIISA2015-006(S.F.) -- -- -- 74,313 PHASE IVPROPOSED(S.F.) -- 08/31/2022 08/31/2022 08/31/2022 08/31/2022 08/31/2022 08/31/2022 08/31/2022 08/31/2022 08/31/2022 08/31/2022 74,313 141,900 117,183 141,900 120,300 141,900 160,392 12,689 30,181 3,087 30 12,689 30,181 3,087 30 12,689 30,181 38,658 1,434 08/31/2022 08/31/2022 160,392 GROSS FLOORAREA CAMPUS(SQ. FT.) HOURS OFOPERATION MONDAY - FRIDAY7:00AM - 5:30PM LOT AREA 28.409 +/- ACRES SEE DEVELOPMENTSUMMARY CHART GROSS FLOOR AREAPROPOSED MIDDLESCHOOL ANDGYMNASIUM (SQ. FT.) USE SCHOOL PI N.A. N.A. N.A. MAX. 0.50.1827FLOOR AREA RATIO 8.95% XX 65'-0"38'-0" / 55'-2"BUILDING HEIGHT LANDSCAPING (%)N.A. N.A.84%PAVING (%) PHASE IPA97-0173(S.F.) N.A. SETBACK (FRONT) NONE XX SETBACK (SIDE)NONE XX SETBACK (REAR)NONE XX ZONINGCODE FIRST FLOOR: 23,760 SFSECOND FLOOR: 8,218 SFTHIRD FLOOR: 6,680 SFTOTAL: 38,658 SF PARKING 1 STALL PER SIX (6) STUDENTSPLUS ONE (1) PARKING SPACEFOR EVERY FACULTY/STAFFMEMBER CUP REQUIRED 238PROVIDED 466 LIBRARY REMODEL(BUILDING B) MATH/ SCIENCECENTER ART CENTER MINI-GYM/FITNESSFACILITIES AQUATICS CENTER GUARDHOUSE PROPOSEDMIDDLE SCHOOLAND GYMNASIUM DEVELOPMENTSUMMARY TOTAL 16% BUILDING / LOTCOVERAGE (%) 08/31/2022 CODE ANALYSIS FRONTAGE INCREASE FACTOR lf = F/P-0.25)W/30 (CBC 506.3) lf = NONE TAKEN AREA DETERMINATION: (CBC 506) A-4 EFLOOR 1: 23,760 SF + 0 SF = 0.63 < 1 OK 38,000 SF 14,500 SF FLOOR 2: 0 SF + 8,218 SF = 0.57 < 1 OK38,000 SF 14,500 SF FLOOR 3: 0 SF + 6,680 SF = 0.46 < 1 OK38,000 SF 14,500 SF FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (CBC 601)STRUCTURAL FRAME: 0EXTERIOR BEARING WALLS: 0INTERIOR BEARING WALLS: 0EXTERIOR NONBEARING WALLS: SEE BELOWINTERIOR NONBEARING WALLS: 0FLOOR CONSTRUCTION: 0ROOF CONSTRUCTION: 0 FIRE-RESISTANCE RATING REQ PER EXTERIOR WALLS (TABLE 602) 1-HR PROTECTED: 5< X < 10NO PROTECTION REQUIRED: 10< 10 BUILDING CLASSIFICATION BUILDING USE: CLASSROOMS, GYMNASIUM(MIXED USE, SEPARATED OCCUPANCIES) OCCUPANCY: A-4 - GYMNASIUME - EDUCATIONAL (CLASSROOM) ACCESSORY OCCUPANCIES (508.2): S-2INCIDENTAL USES (508.2) N/ACONSTRUCTION TYPE: TYPE IIBFIRE PROTECTION: FULLY SPRINKLERED FLOOR AREA ALLOWABLE - CBC (CHAPTER 5) BASIC ALLOWABLE HEIGHT, NUMBER OF STORIES, & AREA - (TABLES 504.3, 504.4, &506.2) HEIGHT: A-4 = 55 FTE = 55 FT NUMBER OF STORIES: A-4 = 2 STORIES ACTUAL: 1 STORYE = 3 STORIES ACTUAL: 3 STORIES AREA PER STORY (At): A-4 = 38,000 SFE = 14,500 SF G0.01 SHEET INDEXAND GENERAL INFORMATION PROPOSED SITE:SAGE HILL SCHOOL 20402 NEWPORT COAST DRIVE,NEWPORT BEACH, CA 92657 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 NOTE: BUILDING DESIGN WILLASSUME OCCUPANCY AAND OCCUPANCY E TONOT FUNCTION AT THESAME TIME AND UTILIZESTHE WORST CASESCENARIO. 9/18/239/18/23SITE DEVELOPENT REVIEW R1NOTE: BUILDING TO HAVE A FULL AUTOMATIC FIRE SPRINKLER AND FIRE ALARM SYSTEMPER 2022 CBC. EXTERIOR EXIT PASSAGEWAYS AND ALL ASSOCIATED SUPPORTING ELEMENTS AT THESHALL BE DESIGNED TO COMPLY WITH CBC 1024 AND 1027 AS APPLICABLE. or 150,835 SF or 28,730 SF 222 MSCLASSROOM810 SF CONC OUR SE MSCLASSROOM810 SF MSCLASSROOM810 SF MSCLASSROOM910 SF CAFE515 SF STORAGE500 SF OUTDOORLEARNING SOCIAL STAIR ELEV OPEN OFFICE445 SFOFFICE215 SF OFFICE190 SF STORAGE235 SF 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 G0.02 PROPOSED COMPOSITEKEY PLAN 1" = 50'-0" 01PROPOSED SITE PLAN 9/18/239/18/23SITE DEVELOPENT REVIEW R1223 MSCLASSROOM810 SF CONC OUR SE MSCLASSROOM810 SF MSCLASSROOM810 SF MSCLASSROOM910 SF CAFE515 SF STORAGE500 SF OUTDOORLEARNING SOCIAL STAIR ELEV OPEN OFFICE445 SFOFFICE215 SF OFFICE190 SF STORAGE235 SF 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 G0.03 PROPOSED FIREACCESS PLAN 1" = 50'-0" 01PROPOSED FIRE ACCESS PLAN LEGEND 9/18/239/18/23SITE DEVELOPENT REVIEW R130'-0"30'-0"35'-8" 20'-0" A-4/E OCCUPANCYTYPE IIB CONTRUCTION E OCCUPANCYTYPE VB CONSTRUCTION ASSUMED PROERTY LINE70'-9"61'-9"224 CORRIDOR MSCLASSROOM810 SF MSCLASSROOM810 SF MSCLASSROOM810 SF MSCLASSROOM910 SF OPENTOBELOW BRIDGE BRIDGE OUTDOORLEARNINGBELOW SOCIAL STAIR ELEV TOILET OFFICE130 SF 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 G0.04 PROPOSED PATHOF TRAVEL 1" = 50'-0" 01PROPOSED PATH OF TRAVEL LEGEND PARKING CALCULATIONS 9/18/239/18/23SITE DEVELOPENT REVIEW R1225 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 G0.05 ENLARGED PROPOSEDSITE PLAN 1" = 20'-0" 05ENLARGED PROPOSED SITE PLAN LEGEND 9/18/239/18/23SITE DEVELOPENT REVIEW R1226 MSCLASSROOM810 SF CONCOURSEMSCLASSROOM810 SF MSCLASSROOM810 SF MSCLASSROOM910 SF CAFE515 SF STORAGE500 SF OUTDOORLEARNING SOCIAL STAIR ELEV OPEN OFFICE445 SFOFFICE215 SF OFFICE190 SF STORAGE235 SF CORRIDORMSCLASSROOM810 SF MSCLASSROOM810 SF MSCLASSROOM810 SF MSCLASSROOM910 SF OPENTOBELOW BRIDGE BRIDGE OUTDOORLEARNINGBELOW SOCIAL STAIR ELEV TOILET OFFICE130 SF 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 G0.06 ENLARGED PROPOSEDSITE PLAN 1" = 20'-0" 05ENLARGED PROPOSED SITE PLAN LEGEND 9/18/239/18/23SITE DEVELOPENT REVIEW R1OPEN OFFICE445 SF OF19BRIDGEOPEN OFFICE445 SF OF19BRIDGE 227 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C1.01 EXISTING CONDITIONS N 2010 400MATCH LINE - SEE SHEET C1.029/18/239/18/23SITE DEVELOPENT REVIEW R1228 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C1.02 EXISTING CONDITIONS2010400MATCH LINE - SEE SHEET C1.01N 9/18/239/18/23SITE DEVELOPENT REVIEW R1229 HIGH FLOW DIVERSIONNDGHGHMANHOLE WITH WEIRITITNN HIGH FLOW DIVIVDHIGH FLOWLOW DIVDOMANHOLE WITHWIHWITWMA NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C2.01 PRELIMINARY STORM DRAIN ANDSTORMWATERQUALITY PLAN N 2010 400MATCH LINE - SEE SHEET C2.02LNEE00SESESEEE9/18/239/18/23SITE DEVELOPENT REVIEW R1230 IONNOIOOIFLOW DIVERSEVEEVVVVVIW OWLO EEEEELLRSSRSRSSFFFFFFHIGH HI HHHHHHGH IRIREIREOLE WITHWEHWTTTHLEWOLHHHHOOWOLLOEWEWWWWWWWWWWITTWWWTTHHHTTTWWOOHHHMANHNAANHNAMAAAAAMMMMMH HIGH FLOW DIVERSIONH FH MANHOLE W I T H WEIRNORRRIRRRWEWWWWWWWWTHTWITTTTWWWWWLEOLLLLLOOHOOOOOHHANHHHAAMAAAMMMMMMMMMMMANHOLE WITH WEIR HIGH FLOW DIVERSIONIVDHIGH FLOW RSIONDIVWDDDOWOWLOOOOMANHOLE WITH WEIRWIHWITWH WEIRMA WATER QUALITY VAULTATY AL AULTQUATTTATTTTTWWATAT DRAINAACO BRICKSLOT DCDRAINAAAACO BRICKSLOT DCCCRICKSLO WATER QUALITY VAULTY Y YV TER QUALITY VAULTQUAALITYY V ULERVAUWATWAWWW E E E SS IR RICKSLOORICRSLOO ATEATEATEATATEATE O O R O DDRICKSLOROOODRAINAOT DODOBRACOCORRR HHHHFO SEE MANHOLE W I T H WEIRNNEETTWW EMANHOLE WITH WETHHHOLNHHOOWAHHHOHEHHHOEEEEOLE WITH WETHOHOOWHHHMANHNAHHHOEEEEEEEOLE WITH WETHOHOWHHHMANHNAHHHOEEEEOLE WITH WETHOHOOWHHHMANHNAHHHOEEEEOLE WITH WETHOHOWHHHMANHNAHHHOEE NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C2.02 PRELIMINARY STORM DRAIN ANDSTORMWATERQUALITY PLAN 2010 400MATCHLINE -SEE SHEET C2.01N 9/18/239/18/23SITE DEVELOPENT REVIEW R1231 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C3.01 PRELIMINARY UTILITY PLAN N 2010 400MATCH LINE - SEE SHEET C3.029/18/239/18/23SITE DEVELOPENT REVIEW R1232 8"FWW8"FW8"FWFWWFF8"FW SS E E E6"FW6"FWONNONNTATIOOSEWER LIFT STWERLIFS S RICAL P OCRCLECTRREELECTRICAL P OCCPOCCAL P FIRE HYDRANT CCPOCCAL P PP CCCCPPLRR66 888"FWW866"FW6"FW8"8FW8WFW88888""FFFFWWWWW FF ELL ST OO GYMSTORAGE200 SF TEAM ROOM525 SF TEAM ROOM670 SF ELEVEQUIP75 SF FF RESTROOMS1185 SF ELECT250 SF DATA155 SF ELECTRICAL P OCTRECRELLELECTRICAL POCTEELECTRICAL P OCTEELECTRICAL P OCTESF CUSTODIAN /ATCORAGEOOOROOSTOSTOTOSTOSTOSTOSTORAGEGOOOOOOOSTORAGEGOSF00 00 0050505050 F0000 OPEN OFFICE370 SF FFFFFF TRAINING ROOM495 SF OFFICEOOOOOOOEEEEEEOOOOOEEEEEECOOOOOOOOOOOOO260 SF22222222222FFFFFFFFS222222222 NNOPEOOPOOPEOOPEENEEEOPOPOPOPOOPOOOPOPOOOOOOOOOOOOOOOOOOCECEFFIFOFFICFOFFICFFFOFOOOOOOOOOOFIFCCIICCIIFIFFFIICCCCCCCCCCCCCCOFFICFOFFFOOOOOOFICIIIIIIICCCCCFICCCCCCOFFFFFFFFFF55 SF5F255 SF52555 5555552 FF55 SF5F2555555555 STORAGESTER240 SF20 OFFICE105 SF1OFFICE95 SF CTTTCTTTCTCTCTCTCTCTTTTTELECCCCC ECTRICRERRELLECTRICRERELLECTRICRERELL MSSMSMMMMMCLASSROOMRESTROOMSRESTROOMSMOROOAOOOOOOOOOLAAASAASSROOOOSLLOOOSSRRSLALLLSSSSSSRRRRSCAAACAAACCMMMMMMMM810 SFTROOMTROOM185 SF185 SF EEEE MSCLASSROOM810 SF810 SF810 SF810 SF810 SF810 SF810 SF810 SF810 SF810 SF810 SF MSCLASSROOM810 SF810 SF810 SFSFSF810 S810 S810 SFFFSSSSSSSSFFFFFFFF MS525CLASSROOM910 SF VVVVVV S OPENTOBELOW BRIDGE BRIDGE OUTDOORTOOLEARNINGAEIBELOWEW SOCIAL STAIR EVEVELEELELEEEELLLEEEE TOILETEQUIPEQUIP EE CCCCCCPOCPOCPOCPPPCCCAL P CAL P CAL P PPPPPPPP CCCCCCCCCCPPPPPPP CSO /C OFFICE130 SF1CCCCCCCCCCEEEELECECEELECECECECCCCEEEEE NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C3.02 PRELIMINARY UTILITY PLAN2010400MATCH LINE - SEE SHEET C3.01N 9/18/239/18/23SITE DEVELOPENT REVIEW R1233 526.75 528.60 526.75 529.75 529.901.3%0.0 8 % 1.2% 0.98% 1.3% NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C4.01 PRELIMINARY GRADING PLAN N 2010 400MATCH LINE - SEE SHEET C4.02APPROXIMATE CUT:8,400 CY APPROXIMATE FILL: 1,200 CY NET (EXPORT):6,600 CY NOTE:EARTHWORK QUANTITIES INDICATED ARE FOR REFERENCE ONLY (NOT FOR BID ORPAYMENT). THE CONTRACTOR IS RESPONSIBLE FOR ACTUAL QUANTITIES. *HAUL ROUTE TO BE DETERMINED AT PRE-GRADE MEETING AND ALL NECESSARY PERMITSSHALL BE OBTAINED BY THE GENERAL CONTRACTOR* EARTHWORK QUANTITIES 9/18/239/18/23SITE DEVELOPENT REVIEW R1234 E E E SS 534.5534.5 533.25533.25533.25 534.0FFE 533.9 561.7 546.5 533.75 563.2 563.5 562.7 532.65 532.35532.0 532.3 533.75 533.75 533.75 530.10 528.4 526.75 526.5 528.5 (539.9) 533.35 533.10 546.5 564.0 (540.0)2.1%2.1%12110.92%1.0%10%1.0%1.0%%%1.01.6%1.1%1%%%%%0.93%0.67 % 0 1.9% 29 RISERS AT229 RISERS AT" EACH EA6.30"6.3.30 29 RISERS AT5.28" EACH5.25 28" EACH 5 33 . EACHE 3. 7% 06 166.66HHHCCCHHHCAHCCEAEEEEAAAAACACACAAEE22222225555555555555522222222255555555555555555522RRSREERSREEEEEERRSSSAASSSAAEEEEEERS ARRSEESSSSSAAAAAAAEEEEEE R"R 9RISERS AT29 RR AAA 5555546 555 EEEEEEEEEEEEEEEE SCCCSSSS 6%6616666666666%%%%SATSSSSASASSSSAAAAAAERREEEEEEEEERREEE29 RISE222222EEEEE SS 9 7 . 3 533 75533 7553555533333337775555 563 2 66.55466 2 35533. GYMGMSTORAGETOGA200 SF20S TEAM ROOMTAMRMO525 SF2F TEAM ROOMAMROOMT670 SF60S ELEVEEEQUIPQUPSFS75 S7S RESTROOMSRTROME1185 SF15S ELECEEELECEEELECTEET250 SF2 F DATADT155 SF5F 333333 0EEEEFFEFFEFFEFFEEEEEFFEFFEFFEFFEFFEEEEEEE SFS AN /NTODIAOICUSTUCATCGEEORAGRGSTOSGEEORAGRGSTOSGOGEEORAGRGSTOSGO00 SF0F505F0 OPEN OFFICEEEF370 SF30S EVVELELLEL TRAINING ROOMRNGROMI495 SF9SF EEOFFICEOFCOFFICEEOOOOOOOOOEEEEEEEEEEEEOOOOOEEEEEECOOOOOOOOOOOOO260 SF20S260 SF222222222222FFFFFFFFS222222222 NNOPEOOPOOPEOOPEENEEEOPOPOPOPOOPOOOPOPOOOOOOOOOOOOOOOOOOCECEFFIFOFFICFOFFICFFFOFOOOOOOOOOOFIFCCIICCIIFIFFFIICCCCCCCCCCCCCCOFFICFOFFFOOOOOOFICIIIIIIICCCCCFICCCCCCOFFFFFFFFFF55 SF5F255 SF52555 5555552 FF55 SF5F2555555555 EEGESTORAGER0 SFF0SF2402424000 OFFICEOFC105 SF511OFFICEFIEO95 SF5S CTTTTCTTTTCTTCTTCTTCTTCTTCTT ELLLLEE TTTTTTTTTTTTTTCEELECEEELECEEECCC EEEE VVVVVV SS EE /OOCSCC CCCCCCCCCCEEEELECEEECEELECEEECECECCCCEEEEE NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue,Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AC 10/04/2022DRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGESITE DEVELOPMENT REVIEW09/15/2210/04/221" = 20' C4.02 PRELIMINARY GRADING PLAN2010400MATCHLINE -SEE SHEET C4.01N APPROXIMATE CUT:8,400 CY APPROXIMATE FILL: 1,200 CY NET (EXPORT):6,600 CY NOTE:EARTHWORK QUANTITIES INDICATED ARE FOR REFERENCE ONLY (NOT FOR BID ORPAYMENT). THE CONTRACTOR IS RESPONSIBLE FOR ACTUAL QUANTITIES. *HAUL ROUTE TO BE DETERMINED AT PRE-GRADE MEETING AND ALL NECESSARY PERMITSSHALL BE OBTAINED BY THE GENERAL CONTRACTOR* EARTHWORK QUANTITIES 9/18/239/18/23SITE DEVELOPENT REVIEW R1235 SHEET INDEXGENERAL NOTESLAYOUT AND MATERIALS NOTESABBREVIATIONS 1.THE CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OFDRIVEWAYS, PLANTERS, WALKS, SLOPES, AND RELATED WORK PRIOR TOCONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 2. VERIFY LOCATIONS OF ALL SITE IMPROVEMENTS INSTALLED AS PART OFOTHER PLANS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TOSITE CONDITIONS CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVEFOR INSTRUCTIONS PRIOR TO BEGINNING WORK. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 4. THIS DRAWING INCLUDES THE LOCATIONS OF AREA DRAINS FOR REFERENCE.REFER TO RELATED CIVIL ENGINEERING DRAWINGS FOR CONSTRUCTIONDETAILS AND UTILITY CONNECTIONS. 5. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR LIGHT FIXTURESCHEDULE AND CIRCUITRY AS NECESSARY. 6. WHERE DIMENSIONS ARE CALLED AS "EQUAL," ALL REFERENCED ITEMSSHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES. 7. ALL MEASUREMENTS ARE TO FACE OF WALL, CURB, OR OTHER FIXED SITEIMPROVEMENT UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINESAS INDICATED. 8. INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHERUNLESS OTHERWISE NOTED. 1. THE CONTRACTOR AND SUB CONTRACTORS SHALL BE RESPONSIBLE FORREVIEWING, UNDERSTANDING, AND FOLLOWING ALL GENERAL NOTES ON ALLSHEETS. ALL ITEMS STATED IN THE GENERAL NOTES SHOULD BE INCLUDED IN THECONTRACTOR'S FINAL BID. ANY QUESTIONS REGARDING THE GENERAL NOTESSHOULD BE ADDRESSED BY MEANS OF AN RFI DURING THE BIDDING PHASE. ANY ITEMS THAT ARE NOT ACCOUNTED FOR AFTER THE PROJECT HAS BEEN AWARDED,WILL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 2. BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS,BUILDINGS, ROADS, AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'SDRAWINGS. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONALINFORMATION. 3. REFER TO CIVIL ENGINEERING DRAWINGS FOR UTILITY INFORMATION INCLUDINGSTORM DRAIN, SEWER, WATER, ELECTRICAL, GAS, TELEPHONE, AND CABLE TV. 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR ALL CURBS AND VEHICULAR PAVING(A/C AND CONCRETE). 5. REFER TO CIVIL PLANS FOR GRADING , ELEVATIONS AND LOCATION OF DRAINAGESTRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS, AND OTHERSTRUCTURES. 6. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHEREAPPLICABLE. 7. VERIFY SITE INFORMATION INCLUDING PROPERTY LINES, TOP AND BOTTOMS OFSLOPES, ROADWAY CURBS AND GUTTERS, UTILITIES, AND OTHER INFORMATIONAFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITECONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'SPLANS, THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZEDREPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TOPROCEED. 8. EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BEUNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULL RESPONSIBILITY FORTHIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, ORTOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIREDIMMEDIATELY AT NO EXPENSE TO THE OWNER. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIRED TOACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES,ETC. SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH THE SITESUPERINTENDENT, APPROPRIATE AGENCIES, AND PLANS FOR THE LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALLTAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAIDUTILITIES. 11. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION ASDESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREADISCREPANCIES, AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TOTHE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARYREVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 12. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALSTHAT ARE DAMAGED DURING CONSTRUCTION. 13. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEMS FORMS WITH STEEL INPLACE, AND COMPACTED SUB-GRADE COMPLETE, SHALL BE OBSERVED ANDREVIEWED BY THE LANDSCAPE ARCHITECT. 14. ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES ASINDICATED ON PLANS. 15. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS ANDTHEIR LOCATIONS REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATIONSPRIOR TO INSTALLATION. 16. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE IRRIGATION, GRADINGAND PLANTING ON ADJACENT PROPERTIES. ANY DAMAGE OR ADJUSTMENTSREQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS,VALVES, WIRES, PLANTING OR ANY UTILITY THAT OCCURS ON ADJACENT PARCELSDUE TO THE GRADING AND CONSTRUCTION OF THIS PROJECT IS THE SOLERESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NOADDITIONAL COST TO THE OWNER. THE OWNER'S REP. MUST REVIEW ANYREQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THECONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REP. OF THESECONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. (TYP.ENTIRE SITE) 17. CONTRACTOR IS TO PROTECT EXISTING LANDSCAPE AND HARDSCAPE IN PLACEEXCEPT WHERE INDICATED AS DEMO PER CIVIL PLANS. ANY EXISTING PLANTING/IRRIGATION/ OR CONCRETE DAMAGED ON ADJACENT PROPERTY DUE TOCONSTRUCTION OR GRADING MUST BE REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE ATNO ADDITIONAL COST TO THE OWNER. TYPICAL ALL ADJACENT PROPERTIES. L0.01 LANDSCAPE NOTES AND SCHEDULES L1.01 MATERIALS PLAN L1.02 MATERIALS PLAN L7.01 PLANTING PLAN L7.02 PLANTING PLAN GA. GAUGEGALV. GALVANIZEDGND. GROUND GR. GRADE HDG HOT DIPPED GALVANIZEDHDR HEADERHT. HEIGHT LT. LIGHT MAX. MAXIMUMMET. METAL MFR. MANUFACTURERMIN. MINIMUMMTD. MOUNTEDMTL. MATERIAL N.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALE O.C. ON CENTERO.C.E.W. ON CENTER EACH WAYO.D. OUTSIDE DIAMETER (DIM.) PA PLANTING AREAPRCST. PRECASTP.I.P. POURED IN PLACEP.O.B. POINT OF BEGINNINGP.O.T. POINT OF TANGENCYP.T.D.F. PRESSURE TREATED DOUGLAS FIR QTY QUANTITY R. RISERRAD. RADIUSREINF. REINFORCEDREQ. REQUIRED SCHED. SCHEDULESHT. SHEETS.J. SCORE JOINTSPEC. SPECIFICATIONS.S. STAINLESS STEELSTD. STANDARDSTRL. STRUCTURAL T. TREADT.C. TOP OF CURBT.O.B. TOP OF BASET.O.H. TOP OF HEADERT.O.S. TOP OF SLOPET.O.W. TOP OF WALLTYP. TYPICALTBS. TO BE SELECTED U.O.N. UNLESS OTHERWISE NOTED VEG. VEGETATIONVERT. VERTICAL W/ WITHW/O WITHOUT &ANDANGLE@AT< LESS THAN> GREATER THAN CENTERLINEDIAMETER OR ROUND# POUND OR NUMBER ADJ. ADJACENTAGGR. AGGREGATEAL. ALUMINUMAMT. AMOUNTAPPROX. APPROXIMATEARCH. ARCHITECTURALAC. ASPHALTACC. ACCESSIBLE B.C.R. BEGINNING OF CURVE RADIUSB.O.C. BACK OF CURBB.O.W. BOTTOM OF WALLB.O.S. BOTTOM OF SLOPEBLDG. BUILDINGBLK. BLOCK C.E. CIVIL ENGINEERC.I.P. CAST IN PLACEC.J. CONTROL JOINTCLKG. CAULKINGCMU. CONCRETE MASONRY UNITCONC. CONCRETECONSTR. CONSTRUCTIONCONT. CONTINUOUSCTR. CENTER D.A. DISABLED ACCESSDET. DETAILDIA. DIAMETERDIM. DIMENSIONDN. DOWNDWGS. DRAWINGS E.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALEQ. EQUALEXP. EXPANSIONEXT. EXTERIOR F.G. FINISH GRADEF.S. FINISH SURFACEF.O.B. FACE OF BUILDING F.O.C. FACE OF CURBF.O.W. FACE OF WALL 10/04/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AW / JY KEYNOTE DESCRIPTION COLOR / FINISH NOTEKEY DESCRIPTION COMMENTS REFERENCE KEYNOTES KEYNOTES A 01 02 03 04 05 PROTECT IN PLACE(E) PAVING CONCRETE PAVING NATURAL GRAY/TOPCAST #5 06 C.I.P CONCRETE RETAINING WALL07 CONCRETE STAIR 08 09 10 11 12 13 HANDRAIL @ STAIR 18"H C.I.P. CONCRETE SEATWALL SYNTHETIC TURF OVER CONCRETE AT FIRE LANE STEEL CABLE GUARDRAIL C.I.P CONCRETE AMPHITHEATER SEATING C.I.P CONCRETE FREESTANDING WALL SYNTHETIC TURF SYSTEM OVER6" CONCRETE BASE SYNTHETIC TURF AT BERM SYNTHETIC TURF BASEBALL FIELD STAINLESS STEEL SYNTHETIC TURF PRACTICE FIELD 02,04/L5.0102/ PA PLANTING AREA DIRECTION OF RAMPDOWN SLOPE EXPANSION JOINTS SAWCUT JOINT SYM. DESC.DET.DESC.SYM. BACK OF CURB FACE OF CURB LIMIT OF WORK FOC BOC TOE (BOTTOM) OF SLOPEB.O.S. T.O.S.TOP OF SLOPE ALIGN DRAIN INLET (PER CIVIL) FIRE HYDRANT (PER CIVIL) CLEAN OUT (PER CIVIL) SITE SYMBOLS LEGEND L5.01 AREA DRAIN (PER CIVIL) STORM DRAIN MANHOLE (PER CIVIL) SANITARY SEWER MANHOLE (PER CIVIL) PIV/CHECK VALVE/FDC (PER CIVIL) (E) REDUCED PRESSURE BFP (PER CIVIL) PB ELECTRICAL PULL BOX (PER ELECT) QUICK COUPLER VALVE (PER IRRIG) COM BOX (PER ELEC.) PRECAST CONCRETE PAVERS 14 TREE GRATE 15 TYPE TBD BY URBAN ACCESSORIES/RECYCLED GREY IRON B (E) WALL (E) FENCE AC PAVING C D PROTECT IN PLACE PROTECT IN PLACE PER CIVIL BUILDING COLUMNE PER ARCH. F G BUILDING WALL AMPHITHEATER SEATING PER ARCH. PER ARCH. COLOR TBD/CATALINA GRANA BY BELGARDNUTMEG-OLIVE LUSHBY EASYTURFCOLOR TBD/ REVOLUTION 360TURF SYSTEM BY FIELDTURFCOLOR TBD/ DOUBLE PLAY TURFSYSTEM BY FIELDTURFNATURAL GRAY/TOPCAST #5NATURAL GRAY/AS-CAST FINISHNATURAL GRAY/TOPCAST #5 SIDES, SMOOTH TOP STAINLESS STEEL CABLE/PAINTED GALV. STEEL POSTS TIERED WOOD SEATING THERMORY 16 INTEGRAL COLOR/TOPCAST #15 H BUILDING STAIRS PER ARCH. J BUILDING OVERHANG PER ARCH. 17 4'H TUBE STEEL FENCE BLACK HIGH PERFORMANCE PAINT K BRIDGE PER ARCH. NATURAL GRAY/TOPCAST #5 SIDES, SMOOTH TOP 6"W CONCRETE FLUSH CURB NATURAL GRAY/TROWEL FINISH PLANTING NOTES 1. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'S PLANS, THE CONTRACTOR SHALL CONTACT THE OWNER'SREPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TOPROCEED. 2. VERIFY LOCATIONS OF ALL PERTINENT SITE IMPROVEMENTS INSTALLED AS PARTOF OTHER PLANS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITECONDITIONS CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TOCOMMENCING WORK. 3. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE LANDSCAPEARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECTRESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS ANDSQUARE FOOTAGES. QUANTITIES SHOWN ON PLANS TAKE PRECEDENCE OVERWRITTEN QUANTITIES IN "PLANTING LEGEND." 5. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACHSPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 6. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY THE LANDSCAPEARCHITECT. 7. ALL SHRUBS TO BE ALIGNED AND EQUALLY SPACED IN ALL DIRECTIONS ASDESIGNATED PER THESE NOTES AND DRAWINGS.... 8. CONTRACTOR SHALL SUBMIT FOR APPROVAL A REPRESENTATIVE COLOR PHOTOOF ALL SHRUBS AND GROUNDCOVER. ALL PLANT MATERIAL SHALL BE OF AQUALITY AS DETERMINED BY THE LANDSCAPE ARCHITECT. MATERIAL FOUNDUNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. 9. CONTRACTOR RESPONSIBLE TO ENSURE THAT ALL PLANTING AREAS TO HAVEIRRIGATION. 10. PLANTING MEDIUM FOR RAISED PLANTERS PER LANDSCAPE SPECIFICATION329300. SITE FURNISHINGS LEGEND SYM. DESC. MANUF. MODEL #COLOR QTY.FINISH/PTRN. POWDERCOATCEDARGREEN NOTES:1. ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR.2. QUANTITIES ARE AS SHOWN PER PLAN AND SHOULD BE VERIFIED BY THE CONTRACTOR. STOOLS FERMOB DTL PERPLAN PERMAN. NONE & SCHEDULESLANDSCAPE NOTES L0.01 POWDERCOATSTEELTABLE ANDCHAIRS LANDSCAPEFORMS PERMAN. POWDERCOATCAFE TABLEAND CHAIRS PERMAN. CATENA TABLECATENA CHAIRS PERPLAN PERPLANSTEELLANDSCAPEFORMSPARC CENTRETABLECATENA CHAIRS LUXEMBOURG 9/18/239/18/23SITE DEVELOPENT REVIEW R1236 PA PLAN MATERIALSPRELIMINARY L1.01 10/04/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AW / JY KEYNOTE DESCRIPTION COLOR / FINISH NOTEKEY DESCRIPTION COMMENTS REFERENCE KEYNOTES KEYNOTES A 01 02 03 04 05 PROTECT IN PLACE(E) PAVING CONCRETE PAVING NATURAL GRAY/TOPCAST #5 06 C.I.P CONCRETE RETAINING WALL07 CONCRETE STAIR 08 09 10 11 12 13 HANDRAIL @ STAIR 18"H C.I.P. CONCRETE SEATWALL SYNTHETIC TURF OVER CONCRETE AT FIRE LANE STEEL CABLE GUARDRAIL C.I.P CONCRETE AMPHITHEATER SEATING C.I.P CONCRETE FREESTANDING WALL SYNTHETIC TURF SYSTEM OVER 6" CONCRETE BASE SYNTHETIC TURF AT BERM SYNTHETIC TURF BASEBALL FIELD STAINLESS STEEL SYNTHETIC TURF PRACTICE FIELD 02,04/L5.0102/ PA PLANTING AREA DIRECTION OF RAMPDOWN SLOPE EXPANSION JOINTS SAWCUT JOINT SYM. DESC.DET.DESC.SYM. BACK OF CURB FACE OF CURB LIMIT OF WORK FOC BOC TOE (BOTTOM) OF SLOPEB.O.S. T.O.S.TOP OF SLOPE ALIGN DRAIN INLET (PER CIVIL) FIRE HYDRANT (PER CIVIL) CLEAN OUT (PER CIVIL) SITE SYMBOLS LEGEND L5.01 AREA DRAIN (PER CIVIL) STORM DRAIN MANHOLE (PER CIVIL) SANITARY SEWER MANHOLE (PER CIVIL) PIV/CHECK VALVE/FDC (PER CIVIL) (E) REDUCED PRESSURE BFP (PER CIVIL) PB ELECTRICAL PULL BOX (PER ELECT) QUICK COUPLER VALVE (PER IRRIG) COM BOX (PER ELEC.) PRECAST CONCRETE PAVERS 14 TREE GRATE 15 TYPE TBD BY URBAN ACCESSORIES/RECYCLED GREY IRON B (E) WALL (E) FENCE AC PAVING C D PROTECT IN PLACE PROTECT IN PLACE PER CIVIL BUILDING COLUMNE PER ARCH. F G BUILDING WALL AMPHITHEATER SEATING PER ARCH. PER ARCH. COLOR TBD/CATALINA GRANA BY BELGARDNUTMEG-OLIVE LUSHBY EASYTURFCOLOR TBD/ REVOLUTION 360TURF SYSTEM BY FIELDTURFCOLOR TBD/ DOUBLE PLAY TURFSYSTEM BY FIELDTURFNATURAL GRAY/TOPCAST #5NATURAL GRAY/AS-CAST FINISHNATURAL GRAY/TOPCAST #5 SIDES, SMOOTH TOP STAINLESS STEEL CABLE/PAINTED GALV. STEEL POSTS TIERED WOOD SEATING THERMORY 16 INTEGRAL COLOR/TOPCAST #15 H BUILDING STAIRS PER ARCH. J BUILDING OVERHANG PER ARCH. 17 4'H TUBE STEEL FENCE BLACK HIGH PERFORMANCE PAINT K BRIDGE PER ARCH. NATURAL GRAY/TOPCAST #5 SIDES, SMOOTH TOP 6"W CONCRETE FLUSH CURB NATURAL GRAY/TROWEL FINISH 09 12F07 07 13 03 09 08 15 08 09 15 01 0102 04 07 07 12 01 A 09 01 06 PA PA PA F PA PA PA 14 C ETYP. PA PA 05 05MATERIALS PLAN 1" = 20'-0" 11 BELOW C H 1 H G A B B PA JTYP.ABOVE J TYP. F J 0116TYP. 17 PA PA PA K KABOVE PA PA PA 01 10 17 11 07 PA PA PA 10 1 1209 107 01 07 11 J 1 PA 9/18/239/18/23SITE DEVELOPENT REVIEW R1237 PLANMATERIALS L1.02 10/04/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AW / JY KEYNOTE DESCRIPTION COLOR / FINISH NOTEKEY DESCRIPTION COMMENTS REFERENCE KEYNOTES KEYNOTES A 01 02 03 04 05 PROTECT IN PLACE(E) PAVING CONCRETE PAVING NATURAL GRAY/TOPCAST #5 06 C.I.P CONCRETE RETAINING WALL07 CONCRETE STAIR 08 09 10 11 12 13 HANDRAIL @ STAIR 18"H C.I.P. CONCRETE SEATWALL SYNTHETIC TURF OVER CONCRETE AT FIRE LANE STEEL CABLE GUARDRAIL C.I.P CONCRETE AMPHITHEATER SEATING C.I.P CONCRETE FREESTANDING WALL SYNTHETIC TURF SYSTEM OVER 6" CONCRETE BASE SYNTHETIC TURF AT BERM SYNTHETIC TURF BASEBALL FIELD STAINLESS STEEL SYNTHETIC TURF PRACTICE FIELD 02,04/L5.0102/ PA PLANTING AREA DIRECTION OF RAMPDOWN SLOPE EXPANSION JOINTS SAWCUT JOINT SYM. DESC.DET.DESC.SYM. BACK OF CURB FACE OF CURB LIMIT OF WORK FOC BOC TOE (BOTTOM) OF SLOPEB.O.S. T.O.S.TOP OF SLOPE ALIGN DRAIN INLET (PER CIVIL) FIRE HYDRANT (PER CIVIL) CLEAN OUT (PER CIVIL) SITE SYMBOLS LEGEND L5.01 AREA DRAIN (PER CIVIL) STORM DRAIN MANHOLE (PER CIVIL) SANITARY SEWER MANHOLE (PER CIVIL) PIV/CHECK VALVE/FDC (PER CIVIL) (E) REDUCED PRESSURE BFP (PER CIVIL) PB ELECTRICAL PULL BOX (PER ELECT) QUICK COUPLER VALVE (PER IRRIG) COM BOX (PER ELEC.) PRECAST CONCRETE PAVERS 14 TREE GRATE 15 TYPE TBD BY URBAN ACCESSORIES/RECYCLED GREY IRON B (E) WALL (E) FENCE AC PAVING C D PROTECT IN PLACE PROTECT IN PLACE PER CIVIL BUILDING COLUMNE PER ARCH. F G BUILDING WALL AMPHITHEATER SEATING PER ARCH. PER ARCH. COLOR TBD/CATALINA GRANA BY BELGARDNUTMEG-OLIVE LUSHBY EASYTURFCOLOR TBD/ REVOLUTION 360TURF SYSTEM BY FIELDTURFCOLOR TBD/ DOUBLE PLAY TURFSYSTEM BY FIELDTURFNATURAL GRAY/TOPCAST #5NATURAL GRAY/AS-CAST FINISHNATURAL GRAY/TOPCAST #5 SIDES, SMOOTH TOP STAINLESS STEEL CABLE/PAINTED GALV. STEEL POSTS TIERED WOOD SEATING THERMORY 16 INTEGRAL COLOR/TOPCAST #15 H BUILDING STAIRS PER ARCH. J BUILDING OVERHANG PER ARCH. 17 4'H TUBE STEEL FENCE BLACK HIGH PERFORMANCE PAINT K BRIDGE PER ARCH. NATURAL GRAY/TOPCAST #5 SIDES, SMOOTH TOP 6"W CONCRETE FLUSH CURB NATURAL GRAY/TROWEL FINISH 03 05MATERIALS PLAN 1" = 20'-0" 03 03 C C C C 9/18/239/18/23SITE DEVELOPENT REVIEW R1238 PLANPLANTING L7.01 10/04/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AW / JY S2 TREE LIST BOTANICAL NAME/COMMON NAMEREF.SIZE/SPACING BIO-FILTRATION LIST SHRUB/GROUND COVER LIST REF.SYM. BOTANICAL NAME/COMMON NAME SIZE/ SPACING SYM. PLANTING LEGEND CHILOPSIS LINEARISDESERT WILLOW MYOPORUM PARVIFOLIUM 'PUTAH CREEK' /CREEPING MYOPORUM GEIJERA PARVIFLORA /AUSTRALIAN WILLOW ARBUTUS MARINA/STRAWBERRY TREE CHONDROPETALUM ELEPHANTIUM/GIANT CAPE RUSH CAREX TUMULICOLA/BERKELEY SEDGE JUNCUS PATENS 'ELK BLUE'/CALIFORNIA GRAY RUSH EUCALYPTUS POLYANTHEMOS/SILVER DOLLAR GUM 80% 5 GAL @ 48" O.C.20% 1 GAL @ 96" O.C. ARTEMESIA 'POWIS CASTLE'/POWIS CASTLE ARTEMESIA GREVILLEA X 'NOELLII'/NOEL GREVILLEA HETEROMELES ARBUTIFOLIA/TOYON LANTANA CAMARA 'AMERICAN RED'AMERICAN RED LANTANA SALVIA 'LOVE AND WISHES'LOVE AND WISHES SALVIA SENECIO MANDRALISCAEBLUE CHALKSTICKS CALLISTEMON 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLE BRUSH 36" BOX/PER PLAN 75% 5 GAL @ 36" O.C.25% 5 GAL @ 54" O.C. MUHLENBERGIA CAPILLARIS/PINK MUHLY GRASS REF. SYM. BOTANICAL NAME/COMMON NAME SIZE/SPACING 75% 5 GAL @ 36" O.C.25% 1 GAL @ 24" O.C. CERCIDIUM X 'DESERT MUSEUM'DESERT MUSEUM PALO VERDE DALBERGIA SISSOO/SISSOO PODOCARPUS ELONGATUS 'MONMAL' /ICEE BLUE PODOCARPUS PLATANUS X ACERIFOLIA 'COLUMBIA' /LONDON PLANE TREE QUERCUS SHUMARDII/SHUMARD'S OAK 36" BOX/PER PLAN 36" BOX/PER PLAN LYONOTHUMNUS FLORIBUNDUS/CATALINA IRONWOOD PISTACHIA CHINENSIS/CHINESE PISTACHE MAGNOLIA GRANDIFLORA/SOUTHERN MAGNOLIA 48" BOX/ PER PLAN MUHLENBERGIA RIGENS/ CALIFORNIA DEER GRASS PENNISETUM ALOEPECURIOIDES/BUNNY TAILS FOUNTAIN GRASS SALVIA LEUCANTHA/MEXICAN BUSH SAGE CAREX PANSA/SAND DUNE SEDGE LEUCOPHYLLUM FRUTENSCENS/TEXAS RANGER BACCHARIS PILULARIS 'PIGEON POINT'/DWARF COYOTE BUSH HYBRID BERMUDA GRASS SOD 05PLANTING PLAN 1" = 20'-0" S1 S1 S1 S1 G1 T3 T1 S1 T4 S1 S2 T4 T3 T3 S2 S1 S1 T1 T2 S1 S2 S2 T4 S2 T2 S2 T4 S2 S1 9/18/239/18/23SITE DEVELOPENT REVIEW R1239 PLANPLANTING L7.02 10/04/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published Checked By ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions.SAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 AW / JY TREE LIST BOTANICAL NAME/COMMON NAMEREF.SIZE/SPACING BIO-FILTRATION LIST SHRUB/GROUND COVER LIST REF. SYM. BOTANICAL NAME/COMMON NAME SIZE/SPACING SYM. PLANTING LEGEND CHILOPSIS LINEARISDESERT WILLOW MYOPORUM PARVIFOLIUM 'PUTAH CREEK' /CREEPING MYOPORUM GEIJERA PARVIFLORA /AUSTRALIAN WILLOW ARBUTUS MARINA/STRAWBERRY TREE CHONDROPETALUM ELEPHANTIUM/GIANT CAPE RUSH CAREX TUMULICOLA/BERKELEY SEDGE JUNCUS PATENS 'ELK BLUE'/CALIFORNIA GRAY RUSH EUCALYPTUS POLYANTHEMOS/SILVER DOLLAR GUM 80% 5 GAL @ 48" O.C.20% 1 GAL @ 96" O.C. ARTEMESIA 'POWIS CASTLE'/POWIS CASTLE ARTEMESIA GREVILLEA X 'NOELLII'/NOEL GREVILLEA HETEROMELES ARBUTIFOLIA/TOYON LANTANA CAMARA 'AMERICAN RED'AMERICAN RED LANTANA SALVIA 'LOVE AND WISHES' LOVE AND WISHES SALVIA SENECIO MANDRALISCAEBLUE CHALKSTICKS CALLISTEMON 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLE BRUSH 36" BOX/PER PLAN 75% 5 GAL @ 36" O.C.25% 5 GAL @ 54" O.C. MUHLENBERGIA CAPILLARIS/PINK MUHLY GRASS REF. SYM. BOTANICAL NAME/COMMON NAME SIZE/SPACING 75% 5 GAL @ 36" O.C. 25% 1 GAL @ 24" O.C. CERCIDIUM X 'DESERT MUSEUM'DESERT MUSEUM PALO VERDE DALBERGIA SISSOO/SISSOO PODOCARPUS ELONGATUS 'MONMAL' /ICEE BLUE PODOCARPUS PLATANUS X ACERIFOLIA 'COLUMBIA' /LONDON PLANE TREE QUERCUS SHUMARDII/ SHUMARD'S OAK 36" BOX/PER PLAN 36" BOX/PER PLAN LYONOTHUMNUS FLORIBUNDUS/CATALINA IRONWOOD PISTACHIA CHINENSIS/CHINESE PISTACHE MAGNOLIA GRANDIFLORA/SOUTHERN MAGNOLIA 48" BOX/PER PLAN MUHLENBERGIA RIGENS/CALIFORNIA DEER GRASS PENNISETUM ALOEPECURIOIDES/BUNNY TAILS FOUNTAIN GRASS SALVIA LEUCANTHA/ MEXICAN BUSH SAGE CAREX PANSA/SAND DUNE SEDGE LEUCOPHYLLUM FRUTENSCENS/TEXAS RANGER BACCHARIS PILULARIS 'PIGEON POINT'/DWARF COYOTE BUSH HYBRID BERMUDA GRASS SOD 05PLANTING PLAN 1" = 20'-0" 9/18/239/18/23SITE DEVELOPENT REVIEW R1240 GYM STORAGE 200 SF TEAM ROOM 525 SF TEAM ROOM 670 SF ELEV EQUIP75 SFCORRIDORRESTROOMS 1185 SF ELECT 250 SF DATA 155 SFBLEACHERS(16 ROWS = 824 SEATS)CUSTODIAN / STORAGE500 SF OPEN OFFICE 370 SF ELEV TRAINING ROOM 495 SF OFFICE 260 SF OPEN OFFICE 255 SF STORAGE 240 SF OFFICE 105 SF OFFICE 95 SF A2.01 FIRST FLOOR PLAN 1/8" = 1'-0" 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 01FIRST FLOOR PLAN 2,373 OCC. (1,549 + 824) W/ OPEN BLEACHERS 1,959 OCC. W/ CLOSED BLEACHERS1:7 13 OCC.1:50 10 OCC. 1:50 11 OCC.1:50 1 OCC. 1:150 2 OCC.1:150 1 OCC. 1:300 1 OCC.1:300 1 OCC.1:3002 OCC.1:1502 OCC. 1:150 2 OCC.1:300 13,710 SF W/ BLEACHERS OPEN10,840 SF W/ BLEACHERS CLOSED 1 OCC. 1:150 1 OCC. 1:300 3962127412 OCC EXITING BELOW396396396396396 1110 13 4 2 1 2052 REQUIRED: 60"PROVIDED: 80" LEGEND ROOMNAME 1 OCC.1:100 000 REQUIRED: 179"PROVIDED: 240" 1,187 OCC. REQUIRED: 60" PROVIDED: 72" REQUIRED: 60"PROVIDED: 72" 9/18/239/18/23SITE DEVELOPENT REVIEW R1NOTE: ELEVATOR TO BE GURNEY SIZE 241 MS CLASSROOM 810 SF CONCOURSEMS CLASSROOM810 SF MS CLASSROOM 810 SF MS CLASSROOM 910 SF CAFE 515 SF STORAGE 500 SF OUTDOOR LEARNING SOCIAL STAIR ELEV OPEN OFFICE 445 SF OFFICE 215 SF OFFICE 190 SF STORAGE 235 SF A2.02 SECOND FLOOR PLAN 1/8" = 1'-0" 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 01SECOND FLOOR PLAN 41 OCC. 1:20 41 OCC.1:20 41 OCC. 1:20 3 OCC. 1:200 46 OCC.1:20 1 OCC.1:150 3 OCC.1:150 1 OCC.1:150 1 OCC.1:300 2 OCC. 1:300 41 41 41 46 208 199206412 OCC EXITING ABOVE206LEGEND ROOMNAME 1 OCC.1:100 000 3,447 SF 230 OCC.1:156 9/18/239/18/23SITE DEVELOPENT REVIEW R1242 CORRIDORMS CLASSROOM 810 SF MS CLASSROOM810 SF MS CLASSROOM 810 SF MS CLASSROOM 910 SF OPEN TO BELOW BRIDGE BRIDGE OUTDOORLEARNING BELOW SOCIAL STAIR ELEV TOILET OFFICE 130 SF 01THIRD FLOOR PLAN A2.03 THIRD FLOOR PLAN 1/8" = 1'-0" 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 41 OCC. 1:20 41 OCC.1:20 41 OCC. 1:20 46 OCC.1:20 1 OCC. 1:150 83 314 8746 41 41 41 19/18/239/18/23SITE DEVELOPENT REVIEW R1EXIT PASSAGEWAY EXIT PASSAGEWAY 243 MS ROOF GYM ROOF SOCIAL STAIR BELOW ROOF OUTDOORLEARNING BELOW LOW RIDGE: 31'-6" RIDGE: 34'-0" LOW RIDGE: 31'-6" 01ROOF PLAN A2.04 ROOF PLAN 1/8" = 1'-0" 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 T.O. PARAPET EL. +38'-0" T.O. PARAPET EL. +38'-0" T.O. ROOF EL. +55'-2" T.O. PARAPETEL. +54'-6" T.O. ROOF EL. +55'-2" T.O. PARAPETEL. +54'-6" T.O. PARAPET EL. +54'-6" T.O. PARAPETEL. +54'-6" T.O. PARAPET EL. +38'-0" T.O. PARAPET EL. +38'-0" T.O. ROOFEL. +55'-2" NOTES 9/18/239/18/23SITE DEVELOPENT REVIEW R1244 07NORTH ELEVATION KEYNOTES 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 A3.01 EXTERIOR ELEVATIONS 1/8" = 1'-0" 05EAST ELEVATION F.F. EL. 0'-0" DATUM A EL. +44'-8 3/4" T.O. ROOFEL. +55'-2" SECOND FLOOREL. 14'-6" THIRD FLOOR EL. 29'-0" T.O. PARAPET EL. +54'-6" F.F.EL. 0'-0" DATUM AEL. +44'-8 3/4" T.O. ROOF EL. +55'-2" SECOND FLOOREL. 14'-6" THIRD FLOOREL. 29'-0" T.O. PARAPETEL. +54'-6" T.O.PARAPET EL. +38'-0" 9/18/239/18/23SITE DEVELOPENT REVIEW R1245 07SOUTH ELEVATION KEYNOTES 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 A3.02 EXTERIOR ELEVATIONS 1/8" = 1'-0" 05WEST ELEVATION F.F. EL. 0'-0" DATUM A EL. +44'-8 3/4" T.O. ROOFEL. +55'-2" SECOND FLOOREL. 14'-6" THIRD FLOOR EL. 29'-0" T.O. PARAPET EL. +54'-6" F.F.EL. 0'-0" DATUM AEL. +44'-8 3/4" T.O. ROOF EL. +55'-2" SECOND FLOOREL. 14'-6" THIRD FLOOREL. 29'-0" T.O. PARAPETEL. +54'-6" T.O.PARAPET EL. +38'-0" T.O. TRELLISEL. +28'-4" 9/18/239/18/23SITE DEVELOPENT REVIEW R1246 LIGHTNING CAFE 07SITE SECTION AT BUILDING 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 A3.03 SITE SECTIONS 1/8" = 1'-0" 05SITE SECTION AT ATHLETIC FIELD F.F.EL. 0'-0" DATUM AEL. +44'-8 3/4" T.O. ROOF EL. +55'-2" SECOND FLOOREL. 14'-6" THIRD FLOOREL. 29'-0" T.O. PARAPETEL. +54'-6" T.O.PARAPET EL. +38'-0" T.O. TRELLISEL. +28'-4" GRADE EL. -5'-3" F.F. EL. 0'-0" GRADE EL. -8'-9" GRADE EL. -28'-9" GRADE EL. -38'-9" 9/18/239/18/23SITE DEVELOPENT REVIEW R1247 07SITE SECTION AT BUILDING 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 A3.04 SITE SECTIONS 1/8" = 1'-0" 05SITE SECTION AT ATHLETIC FIELD F.F.EL. 0'-0" DATUM AEL. +44'-8 3/4" T.O. ROOF EL. +55'-2" SECOND FLOOREL. 14'-6" THIRD FLOOREL. 29'-0" T.O. PARAPETEL. +54'-6" T.O.PARAPET EL. +38'-0" T.O. TRELLISEL. +28'-4" GRADE EL. -5'-3" F.F. EL. 0'-0" GRADE EL. -8'-9" GRADE EL. -28'-9" GRADE EL. -38'-9" 9/18/239/18/23SITE DEVELOPENT REVIEW R1248 07CAMPUS VIEW FROM SR 73 TOLL ROAD 11/14/2022 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION © LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 A3.05 RENDERED VIEW & SIGNAGE N.T.S. 05BUILDING VIEW FROM SR 73 TOLL ROAD 249 LT1.01 PHOTOMETRIC STUDY 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 9/18/239/18/23SITE DEVELOPENT REVIEW R1250 LT1.02 PHOTOMETRIC STUDY 11/14/2022 NOT FOR REGULATORY APPROVAL,PERMITTING OR CONSTRUCTION LPA, Inc.Developed forJob Number Date Published ScaleRevisionDateARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com SubmittalDate5301 California Avenue, Suite 100Irvine, California 92617 This document and all other project documents,ideas, aesthetics and designs incorporatedtherein are instruments of service. All projectdocuments are copyright protected, are theproperty of LPA, Inc. (LPA) and cannot be lawfullyused in whole or in part for any project or purposeexcept as set forth in the contractual agreementbetween LPA and its Client. The unauthorizeddisclosure and/or use of the project documents(including the creation of derivative works), maygive rise to liability for copyright infringement,unlawful disclosure, use or misappropriation ofproperty rights held by LPA. The unauthorizeduse of the project documents will give rise to therecovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent ofthe work and are not a representation of as-builtor existing conditions. LPA is not responsible forany discrepancies between the project documentsand the existing conditions. Checked BySAGE HILL SCHOOLPROPOSED MIDDLE SCHOOL AND GYMNASIUM20402 Newport Coast DriveNewport Beach, CA 92657SAGE HILL SCHOOL3069101 IP / SKDRAFT SITE DEVELOPMENT REVIEW PACKAGE08/19/22SITE DEVELOPMENT REVIEW PACKAGE09/15/22SITE DEVELOPMENT REVIEW 11/14/22 9/18/239/18/23SITE DEVELOPENT REVIEW R1251 INTENTIONALLY BLANK PAGE252 From: Leyla Hanjan <leylahanjan@gmail.com> Sent: December 04, 2023 2:10 PM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission: I support Sage Hill School’s application for a middle school. As a parent of a current student, I have experienced firsthand the quality education Sage Hill School provides to high school students. Extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Leyla Hanjan 15 Riez Newport Beach, CA 92657 Planning Commission - Decembr 7, 2027 Item No. 3a - Additional Materials Received Sage Hill Middle School (PA2022-0277) From: Kelly Abbate <kellyparker4@gmail.com> Sent: December 04, 2023 2:40 PM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach and wanted to write and share my support of Sage Hill School’s application for a middle school. Sage Hill School provides unparalleled education and engagement in our community. Extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Kelly Abbate Planning Commission - Decembr 7, 2027 Item No. 3a - Additional Materials Received Sage Hill Middle School (PA2022-0277) From: Emily Haitsuka <ekhaitsuka@gmail.com> Sent: December 04, 2023 2:50 PM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach and support Sage Hill School’s application for a middle school. Sage Hill School provides unparalleled education and engagement in our community. Extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Emily Haitsuka 67 Parkcrest Newport Coast, CA Planning Commission - Decembr 7, 2027 Item No. 3a - Additional Materials Received Sage Hill Middle School (PA2022-0277) From: Peter Jordan <peteajordan@gmail.com> Sent: December 04, 2023 3:33 PM To: planningcommissioners@newportbeachca.gov; Tran, Jenny Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach and support Sage Hill School’s application for a middle school. Sage Hill School provides unparalleled education and engagement in our community. I have three elementary school age children, and believe extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Peter Jordan Planning Commission - Decembr 7, 2027 Item No. 3a - Additional Materials Received Sage Hill Middle School (PA2022-0277) From: Zack Hicks <zackinc@gmail.com> Sent: December 04, 2023 7:51 PM To: planningcommissioners@newportbeachca.gov Cc: Dennis Iacovino; Tran, Jenny Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Subject: Sage Hill School PA2022-0277 Chair Ellmore and Members of the Planning Commission: We support Sage Hill School’s application for a middle school. As a parent of a current student, I have experienced firsthand the quality education Sage Hill School provides to high school students. Extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Dennis and Zack Hicks 5 Offshore Newport Coast 92657 Planning Commission - Decembr 7, 2027 Item No. 3a - Additional Materials Received Sage Hill Middle School (PA2022-0277) From: Molly Barnes <mollyb224@yahoo.com> Sent: December 04, 2023 8:00 PM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny Subject: Sage Hill Middle School [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of the Port Streets and unequivocally support Sage Hill School’s application for a middle school. Sage Hill School provides exceptional education and engagement in our community. I have three boys in elementary school and believe extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Molly Barnes Planning Commission - Decembr 7, 2027 Item No. 3a - Additional Materials Received Sage Hill Middle School (PA2022-0277) From:Larry Tucker To:Planning Commission Subject:Sage Hill Middle School Agenda Item #3 Dec. 7, 2023 Date:December 02, 2023 8:49:05 AM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chairman Ellmore and Members of the Commission, I have reviewed the Agenda Item for Sage Hill Middle School. Before I comment on the Application, I would note that Sage Hill’s project, if approved, will be but latest example of the significant investment that private interests have made in our community over the past decade - - such as new facilities at Harbor Day School, Newport Harbor Yacht Club, Big Canyon Country Club, Newport Beach Country Club and the VEA and Pendry Hotels just to name a few. Likewise, the City has invested heavily in infrastructure as well (e.g., libraries, fire stations and parks). All of those investments make Newport Beach the great, ever improving, place it is to live, work, educate and play. As for the Application, what’s not to like about this project? It is a high quality design expanding a most desirable existing school use in a location that is barely in town and impacts no one. Larry Tucker Planning Commission - Decembr 7, 2027 Item No. 3a - Additional Materials Received Sage Hill Middle School (PA2022-0277) From:Tran, Jenny To:James & Jennifer Cc:Rodriguez, Clarivel Subject:RE: Sage Hill School PA2022-0277 Date:December 05, 2023 1:36:04 PM Attachments:image001.png Hi James and Jennifer, Thank you for your comment. We will add it to the record to be considered by the Planning Commission. Regards, Jenny TranAssistant PlannerCommunity DevelopmentDepartmentOffice: 949-644-3212 100 Civic Center DriveNewport Beach, CA 92660 From: James & Jennifer <jandj@LG1H.com> Sent: December 05, 2023 9:38 AM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny <jtran@newportbeachca.gov> Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach and support Sage Hill School’s application for a middle school. Sage Hill School provides unparalleled education and engagement in our community. Extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, James and Jennifer Lee Planning Commission - December 7, 2023 Item No. 3b - Additional Materials Received Sage Hill Middle School (PA2022-0277) From:Tran, Jenny To:Colleen Rivers Cc:Rodriguez, Clarivel Subject:RE: Sage Hill Permit for Middle School Date:December 05, 2023 1:36:31 PM Attachments:image001.png Hi Colleen, Thank you for your comment. We will add it to the record to be considered by the Planning Commission. Regards, Jenny TranAssistant PlannerCommunity DevelopmentDepartmentOffice: 949-644-3212 100 Civic Center DriveNewport Beach, CA 92660 From: Colleen Rivers <colleenmarierivers@gmail.com> Sent: December 05, 2023 12:02 PM To: planningcommissioners@newportbeachca.gov; Tran, Jenny <jtran@newportbeachca.gov> Subject: Sage Hill Permit for Middle School [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission, I am writing to support the Sage Hill School application for a middle school. Since moving to Newport Beach ten years ago, I have been amazed by the education offered at Sage and the positive community engagement by students and faculty. I am so excited that more students will have the chance to take advantage of this incredible school! Please vote to approve the requested use permit. Thank you, Colleen Rivers -- Colleen M. Rivers, MD Planning Commission - December 7, 2023 Item No. 3b - Additional Materials Received Sage Hill Middle School (PA2022-0277) From:Tran, Jenny To:Mark Murray Cc:Rodriguez, Clarivel Subject:RE: Sage Hill School PA2022-0277 Date:December 05, 2023 3:31:41 PM Attachments:image001.png Hi Mark, Thank you for your comment. We will add it to the record to be considered by the Planning Commission. Regards, Jenny TranAssistant PlannerCommunity DevelopmentDepartmentOffice: 949-644-3212 100 Civic Center DriveNewport Beach, CA 92660 From: Mark Murray <mark.andrew.murray@gmail.com> Sent: December 05, 2023 3:02 PM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny <jtran@newportbeachca.gov> Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. December 5, 2023 Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach and wholeheartedly support Sage Hill School’s application for a middle school. As a parent of two Sage Hill graduates (2010, 2013) I have seen Sage Hill grow and expand both its facilities and its student population through a combination of thoughtful planning and outstanding execution. The result is a School providing a unique, excellent education, while at the same time actively engaging with, and striving to improve our community. A middle school will enable Sage Hill to reach more children and become even more representative of our diverse population. Extending this extraordinary educational opportunity to more students is the logical evolution of Sage Hill’s mission and will be a ‘win’ Planning Commission - December 7, 2023 Item No. 3b - Additional Materials Received Sage Hill Middle School (PA2022-0277) for all of us—both today and for generations to come. Please vote to approve the requested use permit. Sincerely, Mark Murray718 Malabar DriveCorona del Mar, CA 92625 Planning Commission - December 7, 2023 Item No. 3b - Additional Materials Received Sage Hill Middle School (PA2022-0277) From:Tran, Jenny To:Lynne Stroner Cc:Rodriguez, Clarivel Subject:RE: Sage Hill School PA2022-0277 Date:December 05, 2023 5:15:26 PM Attachments:image001.png Hi Lynne, Thank you for your comment. We will add it to the record to be considered by the Planning Commission. Regards, Jenny TranAssistant PlannerCommunity DevelopmentDepartmentOffice: 949-644-3212 100 Civic Center DriveNewport Beach, CA 92660 From: Lynne Stroner <lynnestroner@gmail.com> Sent: December 05, 2023 5:13 PM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny <jtran@newportbeachca.gov> Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Chair Ellmore and Members of the Planning Commission: I am a current parent of two students at Sage Hill School and live in Huntington Beach. Both my children are thriving at Sage Hill and I support the school’s application for a middle school. Sage Hill provides an unparalleled education and opportunity for community engagement. Extending this extraordinary educational opportunity to middle school students will be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Lynne Stroner Planning Commission - December 7, 2023 Item No. 3b - Additional Materials Received Sage Hill Middle School (PA2022-0277) From:Tran, Jenny To:Kim E Letch Cc:Rodriguez, Clarivel Subject:RE: Sage Hill School PA2022-0277 Date:December 06, 2023 7:33:06 AM Attachments:image001.png Hi Kim, Thank you for your comment. We will add it to the record to be considered by the Planning Commission. Regards, Jenny TranAssistant PlannerCommunity DevelopmentDepartmentOffice: 949-644-3212 100 Civic Center DriveNewport Beach, CA 92660 From: Kim E Letch <Kim.Letch@ey.com> Sent: December 05, 2023 5:40 PM To: planningcommissioners@newportbeachca.gov Cc: Tran, Jenny <jtran@newportbeachca.gov> Subject: Sage Hill School PA2022-0277 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chair Ellmore and Members of the Planning Commission: I am a resident of Newport Beach and support Sage Hill School’s application for a middleschool. Sage Hill School provides unparalleled education and engagement in ourcommunity. Extending this extraordinary educational opportunity to middle school studentswill be a benefit for generations to come. Please vote to approve the requested use permit. Sincerely, Kim Letch Stobart530 San Bernardino Ave, Newport Beach CA 92663 Planning Commission - December 7, 2023 Item No. 3c - Additional Materials Received Sage Hill Middle School (PA2022-0277) Any tax advice in this e-mail should be considered in the context of the tax services we are providing to you. Preliminary tax advice should not be relied upon and may be insufficient for penalty protection. ________________________________________________________________________ The information contained in this message may be privileged and confidential and protected from disclosure. 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Ernst & Young LLP Planning Commission - December 7, 2023 Item No. 3c - Additional Materials Received Sage Hill Middle School (PA2022-0277) SAGE HILL MIDDLE SCHOOL20402 NEWPORT COAST DRIVE(PA2022-0277) Planning Commission Public Hearing December 7, 2023 Jenny Tran, Assistant Planner 949-644-3212, jtran@newportbeachca.gov Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) 2 Subject Property Proposed Expansion Area Coyote Canyon Landfill (closed) Coyote Canyon Renewable Energy Facility Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) PROJECT DESCRIPTION Major Site Development Review, Minor Use Permit, Traffic Study •Increase student enrollment from 600 to 750 students •Construct a new 3-story, 38,658 SF middle school and gymnasium building •Nighttime lighting and landscaping for existing baseball field •Landscaping for the new school and gym •Improve Newport Coast Drive by extending the left turn lane on Newport Coast Drive and Coyote Canyon Landfill Renewable Energy Facility 3 Proposed Middle School and Gymnasium Left Turn Lane Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) BACKGROUND 4 November 3, 1998: County of Orange approved Use Permit No. PA97-0173 for Sage Hill High School (grade 9-12) and a Zone Change to increase the height to 65’. September 26, 2000: Property annexed to City of Newport Beach 2007-2021: City approved several staff approvals for buildout of the high school, including grade expansion for Kindergarten to grade 12. Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) USE PERMITS AND DEVELOPMENT STANDARDS 5 High School Middle School Use Permit PA97-0173 – county approved use permit PA2022-0277 – proposed Minor Use Permit Maximum Floor Area 141,900 SF 0.50 Maximum Floor Area Ratio Parking Rate Required High School 1 per 6 students 125 Middle School 2 per classroom 16 Faculty/Staff 1 per faculty/staff 113 Total Required 254 Total Provided 466 Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) TRAFFIC STUDY AND QUEUEING ANALYSIS 6 Current left turn pocket Current condition with maximum enrollment Future condition with maximum enrollment City Monument sign to be relocated Proposed left turn lane improvements •Traffic Impact Analysis studied 9 intersections and impacts to the level of service (LOS).• Project will not impact or create unsatisfactory LOS. Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) LANDSCAPING AND LIGHTING 7 Natural turf replaced with artificial turf Proposed Middle School and Gymnasium Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) CEQA 8 •Fuel Modification Plan for vegetation removal and planting plan•Nighttime lighting for baseball field • No invasive plants that has potential to change the coastal sage scrub conditions• No light spillage within Natural Communities Conservation Plan zone with significant impacts • No expansion of the existing roadway and no additional automobile lanes created • No more than 25 percent increase in enrollment•No more than ten classrooms added (8 classrooms proposed) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) RECOMMENDATION 9 Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) QUESTIONS AND DISCUSSION Jenny Tran, Assistant Planner 949-644-3212, jtran@newportbeachca.gov 10 Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Project No. PA2022-0277Planning CommissionDecember 7, 2023Item 3 Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Sage Hill School History •County of Orange – original approval in 1998 for 600 students in 142,000 square feet •School opened in 2000 and construction phased over time •Six buildings include classrooms, administration, library, science center, gymnasium, dance and theatre studio •Athletic facilities including sports fields, tennis courts and aquatics center Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Proposed Project •Construction of new middle school and gymnasium building •Increase in student capacity by 150 students •Installation of artificial turf on practice field and baseball field •Night lighting on baseball field •Fuel modification plan to reduce transitional and ornamental vegetation •Off-site improvements to lengthen Left Turn/U-Turn pocket from 150’ to 550’ Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Approvals Sought •Site Development Review Permit for new construction •Minor Use Permit for middle school operation and to increase the number of students •Traffic Phasing Ordinance study Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Technical Studies •Traffic Phasing Ordinance Study by LSA •Nine intersections studied •No impacts to Level of Service•Queuing Analysis •Lengthen existing Left Turn/U-Turn lane on Newport Coast Drive from 150’ to 550’•On-site queuing capacity adequate•Biological Resources Study•Assessed new building, fuel modification, night lighting•No impacts to biological resources Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Requested Action •Reviewed and agree with all Conditions of Approval•Request Planning Commission approval consistent with Staff Recommendation Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277) Planning Commission - December 7, 2023 Item No. 3d - Additional Materials Presented at the Meeting Sage Hill Middle School (PA2022-0277)