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Home My WebLink About3.0_TTC Newporter_PA2024-0091CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT January 9, 2025 Agenda Item No. 3 SUBJECT: TTC Newporter (PA2024-0091) ▪Conditional Use Permit ▪Coastal Development Permit ▪Traffic Study SITE LOCATION: 1111 and 1107 Jamboree Road APPLICANT: Cox, Castle, & Nicholson LLP OWNER: JGKallins Investments Newport, LLC PLANNER: Jenny Tran, Associate Planner 949-644-3212, jtran@newportbeachca.gov PROJECT SUMMARY The Applicant requests a conditional use permit (CUP) and coastal development permit (CDP) to restripe six existing tennis courts into 22 pickleball courts for a private pickleball club, known as the TTC Newporter. The project also includes minor improvements to the parking lot on the adjacent hotel property at 1107 Jamboree Road to accommodate the required parking spaces. The proposed hours of operation are between 8:00 a.m. and 8:30 p.m., daily. The request includes a traffic study pursuant to Chapter 15.20 (Traffic Phasing Ordinance) of the Newport Beach Municipal Code (NBMC) as the project will generate a net increase of over 300 average daily trips. No changes are proposed to the existing tennis courts on the adjacent Palisades Tennis Club. This use permit would supersede the prior Staff Approval (PA2023-0138). RECOMMENDATION 1)Conduct a public hearing; 2)Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 under Class 32 (In-Fill Development Projects) and under Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 3)Adopt Resolution No. PC2025-002 approving a Conditional Use Permit, Coastal Development Permit, and Traffic Study filed as PA2024-0091 (Attachment No. PC 1). 1 IN T E N T I O N A L L Y B L A N K P A G E 2 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 2 VICINITY MAP GENERAL PLAN ZONING LOCATION GENERAL PLAN ZONING CURRENT USE ON-SITE Parks and Recreation (PR) Visitor Serving Commercial (CV) Parks and Recreation (PR) Commercial Visitor-Serving (CV) The Champions Club tennis courts and The Hyatt Regency Hotel NORTH Open Space (OS) Newporter North Planned Community (PC41) Open space SOUTH Multiple Residential (RM) Sea Island Apartments Planned Community (PC21) Residential apartments and Jamboree Road EAST PR PR The Palisades Tennis Club WEST PR Newport Dunes Planned Community (PC48) Newport Dunes Waterfront Resort and Hotel TTC Newporter (Subject Property) 1111 Jamboree Road (Parcel 2) The Palisades Tennis Club 1171 Jamboree Road (Parcel 1) The Hyatt Regency Hotel 1107 Jamboree Road 3 IN T E N T I O N A L L Y B L A N K P A G E 4 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 3 INTRODUCTION Project Setting The subject property located at 1111 Jamboree Road is a 1.79-acre parcel fronting Jamboree Road with Back Bay Drive towards the west and north of the property. The subject property is developed with six tennis courts and a surface parking lot with 72 parking spaces. To the west of the subject property is the Hyatt Regency Hotel (Hotel Property) located at 1107 Jamboree Road that is also under the same ownership as the subject property. The Palisades Tennis Club is located to the east of the property and includes 10 tennis courts (nine regular tennis courts and one tennis ball machine court) and a clubhouse. The Vicinity Map shown previously delineates the individual properties and addresses. Background The Planning Commission approved Use Permit No. UP1697 on October 4, 1973, authorizing the construction of a private tennis club previously known as the John Wayne Tennis Club, with 15 regular tennis courts, one tennis ball machine court, a clubhouse, and 78 parking spaces on a single property. The approval also allowed for additional off-site parking spaces during the two annual major tournaments of the tennis club through an off-site parking agreement for the tennis club on the adjacent property that is developed with a hotel (Hyatt Regency). The Planning Commission approved Resubdivision No. 413 on May 16, 1974, to allow the subdivision of the private tennis club into two separate parcels jointly owned by The Irvine Company that were to be maintained as a single development. Parcel 1 consisted of nine tennis courts, one tennis ball machine court, and the clubhouse. Parcel 2 located at the Property consisted of six tennis courts and 78 parking spaces. In 1992, however, The Irvine Company sold the two parcels to separate owners. Although the parcels were owned separately, the tennis courts continued to operate as a single development referred to as the Palisades Tennis Club. The Community Development Director approved a Staff Approval (PA2023-0138) on August 3, 2023, to authorize a new operator for the six tennis courts on the Property for tennis play and instruction, operating then as “The Champions Club”, separate from the tennis courts on Parcel 1. Parcel 1 would operate independently as a tennis club with nine tennis courts, one tennis ball machine court, and clubhouse, operating as “The Palisades Tennis Club” under Use Permit No. UP1697. The Staff Approval documented that the operation would be in substantial conformance with UP1697. The Community Development Director’s decision was appealed to the Planning Commission. However, the Appellant ultimately withdrew their appeal, and the Staff Approval became effective. 5 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 4 Although Use Permit No. UP1697 required 78 parking spaces, subsequent restriping of the parking lot has resulted in a reduction to 72 parking spaces on Parcel 2. The Staff Approval (PA2023-0138) authorized the remaining six parking spaces to be located on the Hyatt Regency parking lot. Project Description The subject property is developed with six tennis courts for The Champions Club and 72 parking spaces on a surface level parking lot. The applicant is requesting a conditional use permit, coastal development permit, and traffic study to restripe the six tennis courts into 22 pickleball courts for a private pickleball club to be named “TTC Newporter” within the footprint of the tennis courts. As the project involves the addition of 16 new courts, the project requires the provision of additional parking spaces. Therefore, the request also includes minor improvements to the surface parking lot located at 1107 Jamboree Road on the Hyatt Regency property adjacent to the subject property to accommodate these parking spaces. The proposed hours of operation of TTC Newporter are between 8:00 a.m. and 8:30 p.m., daily. DISCUSSION Analysis General Plan The General Plan Land Use Element designates the subject property as Parks and Recreation (PR), which is intended to provide for areas appropriate for land used or proposed for active public or private recreational use. Allowed uses include aquatic facilities, golf courses, marina support facilities, parks (both active and passive), private recreational facilities, tennis clubs and courts, and similar recreational facilities. The General Plan land use category for the Hotel Property is Visitor Serving Commercial (CV), which is intended to provide for accommodations, goods, and services intended to primarily serve visitors to the City of Newport Beach. The project proposes to restripe six tennis courts at the subject property into 22 pickleball courts to establish a private pickleball club. The project also includes minor improvements to the existing surface parking lot on the Hotel Property to accommodate parking for the private pickleball club. This will provide an additional type of recreational use and service for both residents and visitors to the City that is consistent with the intended use for both land use categories of the General Plan. The pickleball club will be adjacent to similar recreational uses such as the existing tennis club and the Hyatt Regency that offers golf as a recreational activity. 6 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 5 Zoning Code The subject property is within the Parks and Recreation (PR) Zoning District of the NBMC, which, similar to the General Plan Land Use Element designation, is intended to provide for areas appropriate for land used or proposed for active public or private recreational use. The Hotel Property is within the Commercial Visitor-Serving (CV) Zoning District, which is intended to provide for areas appropriate for accommodations, goods, and services intended to serve primarily visitors to the City. The pickleball courts fall under the Commercial Recreation and Entertainment land use of the NBMC and is an allowed use in both zoning districts subject to approval of a conditional use permit. Conditional Use Permit Findings In accordance with Section 20.52.020(F) (Conditional Use Permits and Minor Use Permits – Findings and Decision) of the NBMC, the Planning Commission must make the following findings for approval: 1. The use is consistent with the General Plan and any applicable Specific Plan; 2. The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and Municipal Code; 3. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity; 4. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities; and 5. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. The proposed project is consistent with the General Plan and complies with the development standards for the zoning district. The pickleball courts will operate between the hours of 8:00 am and 8:30 p.m., daily which is compatible with the hours of operation of the surrounding recreational uses. Conditions of Approval have been included in Attachment No. PC 1 to ensure the use does not create a nuisance to the surrounding area. The Palisades Tennis Club will continue to operate separately under Use Permit No. UP1697 and the proposed project will operate separately under this conditional use permit, should it be approved. Due to the increase in number of courts and the nature of pickleball, a Noise Impact Analysis was prepared by LSA Associates, Inc (LSA) dated June 3, 2024 (Attachment 7 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 6 No. PC 4). The report analyzed the existing noise levels, and the noise impacts produced by the project. The noise impacts include noise from increase in traffic to the subject property and noise impacts from full occupancy and use of all 22 pickleball courts. The report concluded that the increase in noise levels at nearby sensitive receptors (i.e., hotel guests and residents in surrounding neighborhoods) would not be perceptible to the human ear and, therefore, the noise impacts related to the project would be less than significant. Additionally, an Air Quality Technical Memorandum was prepared by LSA dated May 31, 2024, that analyzed air pollutant emissions that typically occur over a short-term period from construction activities and over a long-term period from project-related vehicular trips (Attachment No. PC 5). The report concluded that the project would not result in the generation of criteria air pollutants that would exceed the Southern California Air Quality Management District (SCAQMD) thresholds of significance, nor would it result in objectionable odors affecting a substantial number of people. A brief analysis of the Noise Impact Analysis and Air Quality Technical Memorandum are included in Section 2 (California Environmental Quality Act Determination) of the draft Resolution (Attachment No. PC 1). The site is suitable for the project as it is developed with existing tennis courts that will be repurposed into pickleball courts without the necessity of major improvements. The location provides a significant buffer from residents and surrounding uses to minimize impacts from noise, parking, and operations of adjacent uses. The pickleball courts will also serve as an amenity to the adjacent hotel and accommodates a growing demand for the sport. The project was reviewed by the City’s Fire Prevention Division (Fire Department), Building Department, Public Works, and City Traffic Engineers and conditions of approval have been included to ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible. Staff believes the facts to support the findings are sufficient to approve the conditional use permit and are discussed in further detail in the attached draft resolution (Attachment No. PC 1). The project is consistent with the intended use of and development standards for the PR and CV Zoning District as well as the PR and CV General Plan Land Use designation. Parking As previously discussed, the property was originally part of a larger parcel with the Palisades Tennis Club at 1171 Jamboree Road and operated under Use Permit No. UP1697. The Palisades Tennis Club located on Parcel 1 will continue to be regulated by UP1697, whereas the proposed project will be regulated by a new use permit (filed as PA2024-0091). The Palisades Tennis Club will be required to maintain adequate parking to support their use (in compliance with UP1697) or apply for a new conditional use permit to authorize changes to their parking requirements. Pursuant to UP1697, the 8 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 7 required parking for tennis courts is three parking spaces per tennis court and the required parking for the clubhouse is one parking space per 250 square-feet of gross floor area. The Palisades Tennis Club has nine regular tennis courts that require 27 parking spaces, and the clubhouse is approximately 8,152 square-feet and requires 33 parking spaces for a total of 60 required parking spaces. Although the applicant is not required to provide parking for the off-site use at The Palisades Tennis Club, the applicant has voluntarily provided all 60 parking spaces for The Palisades Tennis Club to be located on the subject property for TTC Newporter at 1111 Jamboree Road. Should the owner and/or operator of the subject property no longer authorize this off-site parking, Condition of Approval No. 9 has been included to require the owner and/or operator of The Palisades Tennis Club to provide substitute parking or obtain a parking reduction pursuant to Section 21.40.110 (Adjustments to Off-Street Parking Requirements) of the NBMC. The project consists of 22 pickleball courts and will maintain the parking rate of three parking spaces per pickleball court. Therefore, 66 parking spaces are required for the project. The subject property has 72 parking spaces and 60 will be allocated to the Palisades Tennis Club. As such, parking for the project will be provided between the on-site parking (12 spaces) and the Hyatt Regency parking lot (54 spaces) at 1107 Jamboree Road. Table 1 below provides the required parking for TTC Newporter, the Palisades Tennis Club, and the Hyatt Regency Hotel. In total, 728 parking spaces are required and 769 parking spaces are provided. A parking layout plan that shows the surface parking lots on the subject property and Hotel Property and the parking configuration for each use was provided (Attachment No. PC 6). A portion of the required parking spaces for the project will be located on the Hyatt Regency parking lot in an area that was once used for valet parking and is proposed to be used for self-parking for the project. Therefore, the project includes Table 1 – Required Parking Use Required Parking Provided Parking Parking Location TTC Newporter (Project) 66 66 12 spaces on 1111 Jamboree Road (Property) 54 spaces on 1107 Jamboree Road The Palisades Tennis Club 60 60 60 spaces on 1111 Jamboree Road Hyatt Regency 6021 642 642 spaces on 1107 Jamboree Road Total 728 769 1 Pursuant to Use Permit No. UP3161, the Hyatt Regency requires 1.5 parking spaces for each guestroom and the hotel currently has 401 guestrooms. 9 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 8 minor improvements to this parking area to increase the drive aisle width and accommodate self-parking. All 66 parking spaces will be accessible and available to the TTC Newporter members and guests without the use of valet. Figure 1 below shows the surface parking lots on the subject property as well as the Hotel Property. Parking for TTC Newporter, The Palisades Tennis Club, and the Hyatt Regency Hotel will be provided between the two properties. Figure 1: Parking Configuration by Use Although the Hotel Property parking lot is located on a different parcel than the pickleball courts, the definition of a “site” pursuant to the NBMC is a lot or adjoining lots under single ownership or single control, considered as a unit for the purposes of development or other use. The Hotel Property and the subject property are under a single ownership and the parking on the Hotel Property parking lot is not considered “off-site parking”. Should the subject property and the Hotel Property be sold to separate entities, the parking area on the Hotel Property would then be considered “off- site” and Condition of Approval No. 10 is included to require the owner and/or operator to enter into a parking agreement or covenant with the Hotel Property for off-site parking. 1107 Jamboree Road 1111 Jamboree Road TTC Newporter Parking (Project) Hyatt Regency Hotel Parking The Palisades Tennis Club Parking 10 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 9 Local Coastal Plan The property is in the coastal zone and the Coastal Land Use Plan (CLUP) designates the subject property as Parks and Recreation (PR) that is intended for active public or private recreational use. Permitted uses include parks (both active and passive), golf courses, marine support facilities, aquatic facilities, tennis club and courts, private recreation, and similar facilities. The CLUP designates the Hotel Property as Visitor Serving Commercial (0.0 – 1.50 FAR) (CV-B) that is intended to provide for accommodations, goods, and services intended to primarily serve visitors to the City of Newport Beach. The project is consistent with both the PR and CV CLUP designation by providing 22 private pickleball courts where there are six existing tennis courts for a private recreation use. Due to the increase in number of courts, the project involves an increase in required parking spaces and is considered an intensification of use. Therefore, approval of a coastal development permit is required. Coastal Development Permit Findings In accordance with Section 21.52.015(F) (Coastal Development Permits – Findings and Decisions) of the NBMC, the Planning Commission must almost make the following findings for approval: 1. Conforms to all applicable sections of the certified Local Coastal Program; and 2. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. The project is consistent with the intended use of the CLUP designation. No new structures are proposed that would increase the height, bulk, or massing of the existing development and, therefore, will not impact coastal views. The property is approximately 900 feet away from Back Bay Drive which provides coastal access to the Back Bay. The project does not include any features that would obstruct vertical or lateral access to the Back Bay. An analysis of the facts in support of the required findings are included in the draft resolution (Attachment No. PC 1). Traffic Study As the project involves an increase in 16 courts, the project will generate a net increase of 549 daily trips, which is over 300 daily trips and requires a traffic study to be prepared. 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; 11 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 10 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 – TTC Newporter Pickleball Project” dated December 2024 (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. The Traffic Impact Analysis included seven 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 seven 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. Summary and Alternatives In conclusion, the proposed project is consistent with the City’s goals and objectives of the General Plan and the private pickleball courts will provide a new recreational activity for residents and visitors to the City. 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 they feel the facts are not in evidence of support for the project application: 12 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 11 1. The Planning Commission may suggest specific project modifications or operational changes that are necessary to alleviate concerns such as an alternate number of pickleball courts. 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) under Section 15332 under Class 32 (In-Fill Development Projects) and under Section 15301 under Class 1 (Existing Facilities) of the California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment (CEQA Guidelines). Class 32 exempts in-fill development that meets the following criteria: (1) is consistent with the applicable General Plan designation and applicable policies, as well as applicable zoning designations and regulations, (2) would occur on a site less than five acres, (3) the project site must have no habitat value, (4) the project would not result in significant traffic, noise, air quality, or water quality effects, and (5) the site can be adequately served by all required utilities and public services. If a project meets the criteria and qualifies for the Class 32 exemption, the project is categorically exempt from CEQA unless one of the exceptions to exemptions apply. The exemption is not limited to any use type and may apply to residential, commercial, industrial, public facility, and/or mixed-use projects. The Project meets all the requirements and is exempt under Class 32 (In-Fill Development Projects) based on the following: a. General Plan and Zoning Consistency: The Property with the proposed pickleball courts is categorized as Parks and Recreation (PR) by the General Plan Land Use Element and is located within the Parks and Recreation (PR) Zoning District. The PR designation in the Land Use Element and Zoning District is intended for active public or private recreational uses and the project is consistent with this designation. Additionally, the proposed Commercial Recreation and Entertainment land use is an allowed use subject to approval of a CUP. b. Less Than Five Acres: The Property where the pickleball courts are to be located is approximately 1.79 acres. The Project includes minor construction to a portion of the parking lot located at the Hotel Property within an area that is approximately 0.5 acres. Cumulatively, the Project site is approximately 2.29 acres, which is less than 5 acres. 13 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 12 c. No Habitat Value: The Property is currently developed with six tennis courts and the Project proposes to convert them to 22 pickleball courts in the existing footprint. The Property does not include habitat for endangered, rare, or threatened species. d. No Significant Traffic, Noise, Air Quality or Water Quality Effects: The Project will generate a net increase of over 300 daily trips and a Traffic Impact Analysis, TTC Newporter Pickleball Project” dated December 2024 , (“Traffic Impact Analysis”), included as Exhibit “B” of Attachment No. PC 1, and incorporated herein by reference, was prepared for the Project and found that the seven intersections analyzed will continue to operate at a satisfactory level of service as defined by the City’s Traffic Phasing Ordinance. Due to the increase in the number of courts on-site and the nature of pickleball equipment, the Project will produce an increase in noise levels. A Noise Impact Analysis that analyzed the existing noise levels and the noise impacts produced by the Project was prepared by LSA dated June 3, 2024. The Noise Impact Analysis determined that the primary source of existing noise on the Property is vehicular traffic with other significant local noise sources such as commercial and mechanical equipment noise and aircraft noise. The Noise Impact Analysis estimates that the increase in traffic produced by the Project would create an increase in noise of less than 0.2 dBA CNEL along Jamboree Road. A noise level increase of less than 3 dBA would not be perceptible to the human ear and, therefore, the traffic noise increase would be less than significant. The Noise Impact Analysis also analyzed the long-term operational noise impact from pickleball activities. The closest nearby uses are the Hyatt Regency Hotel, approximately 290 feet west from the acoustical center of the pickleball courts, and the residential neighborhood across Jamboree Road to the east, approximately 350 feet south from the acoustical center of the pickleball courts. The Noise Impact Analysis concluded that noise levels from the pickleball activity would dissipate substantially based on distance to the off-site uses. At full occupancy of all 22 pickleball courts, the estimated noises level would approach 57.6 dBA at the Hyatt Regency Hotel and 55.6 dBA at the residential neighborhood. Although this exceeds the maximum allowable daytime (7:00 a.m. to 10:00 p.m.) exterior noise level for residential uses pursuant to Section 10.26.025 (Exterior Noise Standards) of the NBMC, it would not cause an increase of 3 dBA or more over the ambient daytime noise level of 66.9 dBA at the boundary of the residential neighborhood. Further, Section 10.36.025 (Exterior Noise Standards) of the NBMC includes an exception when the ambient noise level exceeds the noise standard. In those circumstances, the maximum allowable noise level under shall be increased to reflect the maximum ambient noise level. Lastly, the project would not exceed the maximum allowable exterior noise levels for commercial uses at the Hyatt Regency Hotel, as the maximum allowable daytime levels are 65 dBA. The Project will operate between the hours of 8:00 a.m. and 8:30 p.m., daily and would not lead to impacts associated with pickleball activity noise. 14 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 13 An Air Quality Technical Memorandum was prepared by LSA dated May 31, 2024, that analyzed air pollutant emissions that typically occur over a short-term period from construction activities and over a long-term period from project-related vehicular trips. The Project does not involve construction of buildings and, as such, the primary focus of the analysis was on operational activities. The report concluded that the Project would not exceed the significance criteria for daily emissions and would not result in a cumulatively considerable net increase of any criteria pollutants. The report further concluded that the Project would not result in the generation of criteria air pollutants that would exceed the South Coast Air Quality Management District (SCAQMD) thresholds of significance, nor would it result in objectionable odors affecting a substantial number of people. The Project will restripe the existing six tennis courts into 22 pickleball courts and is not expected to significantly impact water quality. e. Utilities and Public Services: The Property is within a developed area of the City and is adequately served by existing utilities. All public services are adequate to accommodate the Project. 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. The Project includes minor improvements to a portion of an existing parking lot at 1107 Jamboree Road to accommodate parking for the Project, including the removal of a planter. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to all owners and residential occupants 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: Submitted by: ________________________ Jenny Tran Associate Planner LAW/jt 15 TTC Newporter (PA2024-0091) Planning Commission, January 9, 2025 Page 14 ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 Use Permit No. UP1697 PC 3 Staff Approval (PA2023-0138) PC 4 Noise Impact Analysis dated June 3, 2024 PC 5 Air Quality Technical Memorandum dated May 31, 2024 PC 6 Parking Layout Plan 16 Attachment No. PC 1 Draft Resolution with Findings and Conditions 17 IN T E N T I O N A L L Y B L A N K P A G E 18 RESOLUTION NO. PC2025-002 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH, CALIFORNIA, SUPERCEDING STAFF APPROVAL PA2023-0138 AND APPROVING A CONDITIONAL USE PERMIT, COASTAL DEVELOPMENT PERMIT, AND TRAFFIC STUDY FOR A PRIVATE PICKLEBALL CLUB LOCATED AT 1111 AND 1107 JAMBOREE ROAD (PA2024-0091) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Sean Matsler of Cox, Castle, & Nicholson LLP (“Applicant”) on behalf of JGKallins Investment Newport, LLC (“Owner”), concerning the property located at 1111 Jamboree Road and legally described as Parcel 2 of Resubdivision No. 413 (“Property” or “Parcel 2”) and property located at 1107 Jamboree Road and legally described as Parcel 1 and a portion of Parcel 2 in Book 17, Page 3 of Parcel Maps (“Hotel Property”). 2. The Planning Commission approved Use Permit No. UP1697 on October 4, 1973, authorizing the construction of a private tennis club previously known as the John Wayne Tennis Club, with 15 regular tennis courts, one tennis ball machine court, a clubhouse, and 78 parking spaces on a single property. The approval also allowed for additional off-site parking spaces during the two annual major tournaments of the tennis club through an off-site parking agreement for the tennis club on the adjacent property that is developed with a hotel (“Hyatt Regency”). 3. The Planning Commission approved Resubdivision No. 413 on May 16, 1974, to allow the subdivision of the private tennis club into two separate parcels jointly owned by The Irvine Company that were to be maintained as a single development. Parcel 1 consisted of nine tennis courts, one tennis ball machine court, and the clubhouse. Parcel 2 located at the Property consisted of six tennis courts and 78 parking spaces. In 1992, however, The Irvine Company sold the two parcels to separate owners. Although the parcels were owned separately, the tennis courts continued to operate as a single development referred to as the Palisades Tennis Club. 4. The Community Development Director approved a Staff Approval (PA2023-0138) on August 3, 2023, to authorize a new operator for the six tennis courts on the Property for tennis play and instruction, operating then as “The Champions Club”, separate from the tennis courts on Parcel 1. Parcel 1 would operate independently as a tennis club with nine tennis courts, one tennis ball machine court, and clubhouse, operating as “The Palisades Tennis Club” under Use Permit No. UP1697. The Staff Approval documented that the operation would be in substantial conformance with UP1697. The Community Development Director’s decision was appealed to the Planning Commission. However, the Appellant ultimately withdrew their appeal, and the Staff Approval became effective. 19 Planning Commission Resolution No. PC2025-002 Page 2 of 19 07-29-24 5. The Applicant requests a conditional use permit (“CUP”) and coastal development permit (“CDP”) to convert the existing six tennis courts on the Property into 22 pickleball courts for a private pickleball club, known as the TTC Newporter (“Project”). The Project also includes minor improvements to the parking lot on the adjacent Hotel Property to accommodate the required parking spaces. The proposed hours of operation are between 8:00 a.m. and 8:30 p.m., daily. The request includes a traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the Newport Beach Municipal Code (“NBMC”) as the Project will generate a net increase of over 300 average daily trips. No changes are proposed to the existing tennis courts on Parcel 1 (“Palisades Tennis Club”). This use permit would supersede the prior Staff Approval (PA2023-0138). 6. The Property is categorized as Parks and Recreation (PR) by the General Plan Land Use Element and is located within the Parks and Recreation (PR) Zoning District. The Hotel Property is categorized as Visitor Serving Commercial (CV) by the General Plan Land Use Element and is located within the Commercial Visitor-Serving (CV) Zoning District. 7. The Property is located within the coastal zone. The Coastal Land Use Plan (“CLUP”) category for the Property is Parks and Recreation (PR), and it is located within the Parks and Recreation (PR) Coastal Zoning District. The CLUP category for the Hotel Property is Visitor Serving Commercial – (0.0 – 1.50 FAR) (CV-B), and it is located within the Commercial Visitor-Serving (CV) Coastal Zoning District. 8. A public hearing was held by the Planning Commission on January 9, 2025, 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 NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This Project is exempt from the California Environmental Quality Act (“CEQA”) under Section 15332 under Class 32 (In-Fill Development Projects) and under Section 15301 under Class 1 (Existing Facilities) of the California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment (“CEQA Guidelines”). 2. Class 32 exempts in-fill development that meets the following criteria: (1) is consistent with the applicable General Plan designation and applicable policies, as well as applicable zoning designations and regulations, (2) would occur on a site less than five acres, (3) the project site must have no habitat value, (4) the project would not result in significant traffic, noise, air quality, or water quality effects, and (5) the site can be adequately served by all required utilities and public services. If a project meets the criteria and qualifies for the Class 32 exemption, the project is categorically exempt from CEQA unless one of the exceptions to exemptions apply. The exemption is not limited to any use type and may apply to residential, commercial, industrial, public facility, and/or mixed-use projects. 20 Planning Commission Resolution No. PC2025-002 Page 3 of 19 07-29-24 The Project meets all the requirements and is exempt under Class 32 (In-Fill Development Projects) based on the following: a. General Plan and Zoning Consistency: The Property with proposed pickleball courts is categorized as Parks and Recreation (PR) by the General Plan Land Use Element and is located within the Parks and Recreation (PR) Zoning District. The PR designation in the Land Use Element and Zoning District is intended for active public or private recreational uses and the Project is consistent with this designation. Additionally, the proposed Commercial Recreation and Entertainment land use is an allowed use subject to approval of a CUP. b. Less Than 5 Acres: The Property where the pickleball courts are to be located is approximately 1.79 acres. The Project includes minor construction to a portion of the parking lot located at the Hotel Property within an area that is approximately 0.5 acres. Cumulatively, the Project site is approximately 2.29 acres, which is less than five acres. c. No Habitat Value: The Property is currently developed with six tennis courts and the Project proposes to convert them to 22 pickleball courts in the existing footprint. The Property is completely developed and unlikely to provide value as habitat for endangered, rare, or threatened species. d. No Significant Traffic, Noise, Air Quality or Water Quality Effects: The Project will generate a net increase of over 300 daily trips and a Traffic Impact Analysis, TTC Newporter Pickleball Project” dated December 2024 , (“Traffic Impact Analysis”), which is attached hereto as Exhibit “B,” and incorporated herein by reference, was prepared for the Project and found that the seven intersections analyzed will continue to operate at a satisfactory level of service as defined by the City’s Traffic Phasing Ordinance. Due to the increase in the number of courts on-site and the nature of pickleball equipment, the Project will produce an increase in noise levels. A Noise Impact Analysis prepared by LSA Associates, Inc (“LSA”) dated June 3, 2024, analyzed the existing noise levels, and the noise impacts produced by the Project. The Noise Impact Analysis determined that the primary source of existing noise on the Property is vehicular traffic with other significant local noise sources such as commercial and mechanical equipment noise and aircraft noise. The Noise Impact Analysis estimates that the increase in traffic produced by the Project would create an increase in noise of less than 0.2 dBA CNEL along Jamboree Road. A noise level increase of less than 3 dBA would not be perceptible to the human ear and, therefore, the traffic noise increase would be less than significant. The Noise Impact Analysis also analyzed the long-term operational noise impact from pickleball activities. The closest nearby uses are the Hyatt Regency Hotel, 21 Planning Commission Resolution No. PC2025-002 Page 4 of 19 07-29-24 approximately 290 feet west from the acoustical center of the pickleball courts, and the residential neighborhood across Jamboree Road to the east, approximately 350 feet south from the acoustical center of the pickleball courts. The Noise Impact Analysis concluded that noise levels from the pickleball activity would dissipate substantially based on distance to the off-site uses. At full occupancy of all 22 pickleball courts, the estimated noises level would approach 57.6 dBA at the Hyatt Regency Hotel and 55.6 dBA at the residential neighborhood. Although this exceeds the maximum allowable daytime (7:00 a.m. to 10:00 p.m.) exterior noise level for residential uses pursuant to Section 10.26.025 (Exterior Noise Standards) of the NBMC, it would not cause an increase of 3 dBA or more over the ambient daytime noise level of 66.9 dBA at the boundary of the residential neighborhood. Further, Section 10.26.025 (Exterior Noise Standards) of the NBMC includes an exception when the ambient noise level exceeds the noise standard. In those circumstances, the maximum allowable noise level under said category shall be increased to reflect the maximum ambient noise level. Lastly, the Project would not exceed the maximum allowable exterior noise levels for commercial uses at the Hotel Property, as the maximum allowable daytime levels are 65 dbA. The Project will operate between the hours of 8:00 a.m. and 8:30 p.m., daily and would not lead to impacts associated with pickleball activity noise. An Air Quality Technical Memorandum prepared by LSA dated May 31, 2024, analyzed air pollutant emissions that typically occur over a short-term period from construction activities and over a long-term period from project-related vehicular trips. The Project does not involve construction of buildings and, as such, the primary focus of the analysis was on operational activities. The report concluded that the Project would not exceed the significance criteria for daily emissions and would not result in a cumulatively considerable net increase of any criteria pollutants. The report further concluded that the Project would not result in the generation of criteria air pollutants that would exceed the South Coast Air Quality Management District (“SCAQMD”) thresholds of significance, nor would it result in objectionable odors affecting a substantial number of people. The Project will restripe the existing six tennis courts into 22 pickleball courts and is not expected to significantly impact water quality. e. Utilities and Public Services: The Property is within a developed area of the City and is adequately served by existing utilities. All public services are adequate to accommodate the Project. 3. 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. The Project includes minor improvements to a portion of an existing parking lot at the Hotel Property to accommodate parking for the Project, including the removal of a planter. 22 Planning Commission Resolution No. PC2025-002 Page 5 of 19 07-29-24 SECTION 3. REQUIRED FINDINGS. Conditional Use Permit In accordance with Section 20.52.020 (Conditional Use Permits and Minor Use Permits) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: A. The use is consistent with the General Plan and any applicable specific plan; Facts in Support of Finding: 1. The General Plan land use category for the Property is Parks and Recreation (PR), which is intended for active public or private recreational use. Permitted uses include parks (both active and passive), golf courses, marine support facilities, aquatic facilities, tennis clubs and courts, private recreation, and similar facilities. The General Plan land use category for the Hotel Property is Visitor Serving Commercial (CV), which is intended to provide for accommodations, goods, and services intended to primarily serve visitors to the City of Newport Beach. The Project proposes to restripe six tennis courts into 22 pickleball courts within the footprint of the existing courts to establish a private pickleball club. This will provide an additional type of recreational use and service for both residents and visitors to the City that is consistent with the intended use for both land use categories. 2. Pursuant to the Recreation Element of the General Plan, the Property is within Service Area 9 (Newport Center) which is identified as one of the two service areas in the City that has no identified park and recreation needs. Although there is considered to be a park surplus in this area, the Project will provide a recreational use that is not currently common in the City. 3. The Project is consistent with the following General Plan Land Use policies applicable to the Project: a. Land Use Policy LU 2.4 (Economic Development). Accommodate use that maintain or enhance Newport Beach’s fiscal health and account for market demands, while maintain and improving the quality of life for current and future residents. b. Land Use Policy LU 2.6 (Visitor Serving Uses). Provide uses that serve visitors to Newport Beach’s ocean, harbor, open spaces, and other recreational assets, while integrating them to protect neighborhoods and residents. c. Land Use Policy R 4.2 (Compatible Recreation Activities). Provide a variety of compatible recreational activities within a given location. 23 Planning Commission Resolution No. PC2025-002 Page 6 of 19 07-29-24 The Project provides a new recreational activity for current and future residents as well as visitors to the City. The pickleball courts are within the vicinity of compatible recreational activities such as The Palisades Tennis Club as well as the Hyatt Regency that offers golf as a recreational activity. Finding: B. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code; Facts in Support of Finding: 1. The Property is within the Parks and Recreation (PR) Zoning District, which is intended to provide for areas appropriate for land used or proposed for active public or private recreational use. Allowed uses include aquatic facilities, golf courses, marina support facilities, parks (both active and passive), private recreational facilities, tennis clubs and courts, and similar recreational facilities. The Hotel Property is within the Commercial Visitor-Serving (CV) Zoning District, which is intended to provide for areas appropriate for accommodations, goods, and services intended to serve primarily visitors to the City. The Project will provide new private pickleball courts in place of existing tennis courts for both residents and visitors to the City and is consistent with the intent of the PR and CV Zoning Districts. 2. The private pickleball courts are considered a Commercial Recreation and Entertainment land use that provides participant or spectator recreation or entertainment, either indoors or outdoors, for a fee or admission charge. This use is allowed in both the PR and CV Zoning Districts pursuant to approval of a conditional use permit. 3. The Palisades Tennis Club will continue to be regulated by UP1697, whereas the Project will be regulated by a new use permit (filed as PA2024-0091). The Palisades Tennis Club will be required to maintain adequate parking to support their use (in compliance with UP1697) or apply for a new conditional use permit to authorize changes to their parking requirements. Pursuant to Use Permit No. UP1697, the required parking for tennis courts is three parking spaces per tennis court and the required parking for the clubhouse is one parking space per 250 square-feet of gross floor area. The Palisades Tennis Club has nine regular tennis courts that require 27 parking spaces, and the clubhouse is approximately 8,152 square-feet and requires 33 parking spaces for a total of 60 required parking spaces. 4. Palisades Tennis Club does not include any parking. The Applicant is not required to provide parking for the off-site use at the Palisades Tennis Club, however, since the Applicant has voluntarily provided 60 parking spaces for the use, they are required to demonstrate that sufficient parking is available for all uses. 24 Planning Commission Resolution No. PC2025-002 Page 7 of 19 07-29-24 5. The Project consists of 22 pickleball courts and parking is determined by use permit. The Project will provide the same required parking of three parking spaces per pickleball court. Therefore, 66 parking spaces are required for the Project. 6. The Property at includes 72 parking spaces and the property at the Hotel Property includes 642 parking spaces. Parking for the Project and the Palisades Tennis Club will be provided within both of these parking lots. 7. Of the 66 required parking spaces for the Project, 12 parking spaces will be provided at the Property and 54 parking spaces will be provided at the Hotel Property. 8. The Applicant has allocated parking to The Palisades Tennis Club. In the event the Palisades Tennis Club is no longer authorized by the Applicant and/or Owner to use the off-site parking at the Property or the Hotel Property, the Owner and/or operator of the Property is required to notify the City. It would be the responsibility of The Palisades Tennis Club to provide substitute parking or obtain a parking reduction pursuant to Section 21.40.110 (Adjustments to Off-Street Parking Requirements) of the NBMC. 9. Although the parking lot at the Hotel Property is located on a separate parcel from the pickleball courts on the Property, the definition of a “site” pursuant to the NBMC is a lot or adjoining lots under single ownership or single control, considered as a unit for the purposes of development or other use. Since the Hotel Property and the Property are adjoining and owned by the same entity, they are considered one site. Therefore, the Project does not include any off-site parking for the Project and no off-site parking agreement is required. If the Hotel Property is ever sold to a separate entity, the Applicant will be required to enter into an off-site parking agreement or find another method of providing parking to maintain compliance with this use permit. Finding: C. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity; Facts in Support of Finding: Table 1 – Required Parking Use Required Parking Provided Parking Parking Location TTC Newporter (Project) 66 66 12 spaces on 1111 Jamboree Road (Property) 54 spaces on 1107 Jamboree Road The Palisades Tennis Club 60 60 60 spaces on 1111 Jamboree Road Hyatt Regency 602 642 642 spaces on 1107 Jamboree Road Total 728 769 25 Planning Commission Resolution No. PC2025-002 Page 8 of 19 07-29-24 1. The Property is currently developed with six tennis courts and the Project proposes to convert the tennis courts to 22 pickleball courts. The Property is surrounded by The Palisades Tennis Club, the Hyatt Regency Hotel, as well as properties categorized as Open Space (OS) by the General Plan Land Use Element. Across Jamboree Road is a residential neighborhood. 2. Due to the increase in the number of courts on-site and the nature of pickleball equipment, the Project will produce an increase in noise levels. A Noise Impact Analysis prepared by LSA Associates, Inc dated June 3, 2024, analyzed the existing noise levels and the noise impacts produced by the Project. The noise impacts include noise from increase in traffic to the Property and noise impacts from full occupancy of all 22 pickleball courts. The report concluded that the increase in noise levels would not be perceptible to the human ear and, therefore, the noise impacts related to the Project would be less than significant. 3. The Project will operate between the hours of 8:00 a.m. and 8:30 p.m., daily which is compatible with the surrounding recreational uses. The golf course located at the Hyatt Regency Hotel operates between 8:00 a.m. and 5:30 p.m., daily and The Palisades Tennis Club operates between 6:45 a.m. and 10:00 p.m. daily. Finding: D. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities; and Facts in Support of Finding: 1. The Property is approximately 1.79 acres and is currently developed with private tennis courts. The Project would restripe the tennis courts into pickleball courts within the existing footprint. 2. The Project includes restriping of the parking lot at the Hotel Property to accommodate the increase in required parking for the Project. This includes minor improvements to increase the drive aisle width of a section of the parking lot that was previously used for valet parking and will now be used as self-parking spaces for the Project. 3. The Project has been reviewed by the City’s Fire Prevention Division (Fire Department), Public Works, and Building Department. The Property is required to provide adequate public and emergency vehicle access, public services, and utilities. Finding: E. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, nor endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of person residing or working in the neighborhood of the proposed use. 26 Planning Commission Resolution No. PC2025-002 Page 9 of 19 07-29-24 Facts in Support of Finding: 1. The Project will expand recreational opportunities to residents and visitors of the City. The Project will replace the existing tennis courts with pickleball courts within the same footprint. Since the Project will increase the number of courts and, consequently, increase the number of participants, a Noise Impact Analysis was prepared to analyze the impacts and Fact 2 in support of Finding C is hereby incorporated by reference. 2. 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 surrounding land uses immediately adjacent to the Property are The Palisades Tennis Club and Hyatt Regency Hotel where commercial recreational activity is common. The nearest residential neighborhood is approximately 140 feet away across Jamboree Road which is a heavily used arterial road. Noise from the Project is not anticipated to significantly increase the existing ambient noise levels. 3. An Air Quality Technical Memorandum prepared by LSA dated May 31, 2024, analyzed air pollutant emissions that typically occur over a short-term period from construction activities and over a long-term period from project-related vehicular trips. and concluded that the Project would not result in the generation of criteria air pollutants that would exceed the SCAQMD thresholds of significance, nor would it result in objectionable odors affecting a substantial number of people. Coastal Development Permit In accordance with Section 21.52.015 (Coastal Development Permit) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: F. Conforms to all applicable sections of the certified Local Coastal Program; and Facts in Support of Finding: 1. The CLUP designates the Property as Parks and Recreation (PR) that is intended for active public or private recreational use. Permitted uses include parks (both active and passive), golf courses, marine support facilities, aquatic facilities, tennis club and courts, private recreation, and similar facilities. The CLUP designates the Hotel Property as Visitor Serving Commercial (0.0 – 1.50 FAR) (CV) that is intended to provide for accommodations, goods, and services intended to primarily serve visitors to the City of Newport Beach. The Project is consistent with the PR and CV CLUP designation by providing private recreation pickleball courts that will serve residents and visitors to the City. Further, the Hotel Property will only be used for parking for the Project. 2. The Property has no native vegetation and/or habitat. The property is separated from the nearest environmental study area by a portion of the Hyatt Regency Hotel property 27 Planning Commission Resolution No. PC2025-002 Page 10 of 19 07-29-24 and the Palisades Tennis club. The Project does not include the removal or installation of any landscaping (other than a small planter in the parking lot) and no impacts to biological resources would occur. 3. The Project requires 66 parking spaces and adequate parking will be provided on-site between the Property and the Hotel Property. No coastal resources such as the on- street parking on Back Bay Drive will be impacted as part of this Project. 4. The closest public viewpoints are approximately 1,600 feet north along the Back Bay Trail and approximately 1,500 feet southwest at the Back Bay View Park. Due to distance and intervening structures, the Project is not within the viewsheds of these public viewpoints and would not impact these public views. Additionally, the Project does not involve construction of structures that would increase the height, bulk, or massing of the existing development and, therefore, will not impact coastal views. 5. The Property fronts Jamboree Road where portions of the road are designated as a coastal view road. Additionally, Back Bay Drive is a coastal view road located approximately 900 feet behind the Property. The Project is located entirely on private property and does not include construction of structures that would inhibit coastal views of the Back Bay or Coast from these coastal view roads. Therefore, the Project does not have the potential to degrade the visual quality of the coastal zone or result in significant adverse impacts to public views. Finding: G. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Facts in Support of Finding: 1. The Property is not located between the nearest public road and the sea or shoreline. Section 21.30A.040 (Determination of Public Access/Recreation Impacts) of the NBMC requires that the provision of public access bears a reasonable relationship between the requirement and the Project’s impact and be proportional to the impact. In this case, the Project will convert six tennis courts to 22 pickleball courts within the existing footprint. As such, the Project does not involve a change in land use, density, or intensity that will result in increased demand for public access and recreation opportunities but rather provide an additional recreational opportunity to the public and visitors to the City. Furthermore, the Project is designed and sited so as not to block or impede existing public access opportunities. 2. Vertical and lateral access to the Back Bay is available along Back Bay Drive approximately 900 feet away from the Property which is accessed from Jamboree Road adjacent to the Property. The Project does not include any features that would obstruct access along this route. 28 Planning Commission Resolution No. PC2025-002 Page 11 of 19 07-29-24 Traffic Study In accordance with Section 15.40.030(A) (Traffic Phasing Ordinance) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: H. That a traffic study for the project has been prepared in compliance with the NBMC Chapter 15.40 and Appendix A; Facts in Support of Finding: 1. A traffic study, titled “Traffic Impact Analysis – TTC Newporter Pickleball Project” dated December 2024, which is attached hereto as Exhibit “B”, 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: I. That, based on the weight of the evidence in the administrative record, including the traffic study, one of the findings for approval in subsection 15.40.030(B) can be made: 1. Construction of the project will be completed within 60 months of the project approval in accordance with Section 15.40.030(B)(1) of the NBMC. 2. Additionally, the project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted intersection in accordance with Section 15.40.030(B)(1)(a) of the NBMC. Facts in Support of Finding: 1. Opening year of the Project is anticipated to be in 2025. If the Project is not completed within 60 months of this approval, a new traffic study will be required. 2. The Traffic Impact Analysis included seven 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 seven intersections identified will continue to operate with a satisfactory LOS as defined by the Traffic Phasing Ordinance. The Project would not create a LOS impact. Based on the site plan layout, adequate access and on-site circulation would be provided. Finding: J. 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. 29 Planning Commission Resolution No. PC2025-002 Page 12 of 19 07-29-24 Fact 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 of Newport Beach. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby finds this Project is categorically exempt from the California Environmental Quality Act pursuant to Section 15332 under Class 32 (In-Fill Development Projects) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment. 2. The Planning Commission of the City of Newport Beach hereby approves the Conditional Use Permit, Coastal Development Permit, and Traffic Study (PA2024-0091) superseding Staff Approval PA2023-0138, subject to the conditions set forth in Exhibit “A” and the Traffic Impact Analysis included as Exhibit “B,” which are attached hereto and incorporated by reference. 3. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 (Planning and Zoning) and Title 21 (Local Coastal Program Implementation Plan), of the NBMC. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 (Appeal to the Coastal Commission) of the City’s certified Local Coastal Program and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 9TH DAY OF JANUARY, 2025. AYES: NOES: ABSTAIN: ABSENT: BY:_________________________ Mark Rosene, Chair BY:_________________________ 30 Planning Commission Resolution No. PC2025-002 Page 13 of 19 07-29-24 David Salene, Secretary Attachments: Exhibit A – Conditions of Approval Exhibit B – Traffic Impact Analysis 31 Planning Commission Resolution No. PC2025-002 Page 14 of 19 07-29-24 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) Planning Division 1. The development shall be in substantial conformance with the approved site plan stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. 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 caused the revocation of this Conditional Use Permit and Coastal Development Permit. 4. This Conditional Use Permit and Coastal Development Permit (PA2024-0091) shall expire unless exercised within 24 months from the date of approval as specified in Section 20.54.060 and 21.54.060 (Time Limits and Extension) of the NBMC unless an extension is otherwise granted. 5. A minimum of 66 parking spaces shall be available for the Project between the Property and the adjacent hotel property per the approved parking layout plan. 6. Members of the pickleball club on the Property shall have access to restroom facilities at the Hyatt Regency Hotel. 7. Any special events for the pickleball club shall be coordinated with the Hyatt Regency Hotel to avoid potential issues with parking. 8. 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. 9. Should the subject Owner and/or operator of the Property no longer authorize off-site parking on the Property, either at 1111 Jamboree Road or 1107 Jamboree Road, for the benefit of the use at 1171 Jamboree Road (The Palisades Tennis Club), the Owner shall notify the Community Development Director. It shall be the responsibility of owner or operator of 1171 Jamboree Road to provide substitute parking or obtain a parking reduction pursuant to Section 21.40.110 (Adjustments to Off-Street Parking Requirements) of the NBMC. 32 Planning Commission Resolution No. PC2025-002 Page 15 of 19 07-29-24 10. Should the properties at 1107 and 1111 Jamboree Road be sold to separate entities, the parking area at 1107 Jamboree Road would be considered “off-site” and the future Owner and/or operator of the properties at 1107 and 1111 Jamboree Road would be required to enter into a parking agreement or covenant, in a form approved by the City Attorney and the Director that guarantees the availability of the required off-site parking at an approved off-site location shall be recorded with the County Recorder’s Office against the subject property. The agreement or covenant shall require the Owner or operator of the Project to immediately notify the Director of any change of ownership or use of the property where the required off-site parking is located, or changes in the use or availability of the required off-site parking, or of any termination or default of the agreement between the parties. Upon notification that the private lease agreement for the required off-site parking has terminated or the required off-site parking is otherwise unavailable for the use authorized by this Conditional Use Permit (PA2024-0091), the Director shall establish a reasonable period of time in which one of the following shall occur. 1) Substitute parking acceptable to the Director, or 2) the size or intensity of use authorized by this Conditional Use Permit is reduced in proportion to the parking spaces lost, or 3) the owner or operator of the project must obtain a parking reduction pursuant to NBMC Section 20.40.110 and Section 21.40.110 (Adjustments to Off-Street Parking Requirements) rendering the required off- site parking unnecessary. 11. Prior to the operation of the pickleball courts, the improvements to the parking lot at 1107 Jamboree shall be completed in compliance with the approved plans. 12. The hours of operation shall be between 8:00 a.m. and 8:30 p.m., daily. 13. Prior to the issuance of building permits and operation of the pickleball courts, a Traffic Fair Share fee for the increase in courts shall be paid in compliance with Section 15.38 (Fair Share Traffic Contribution Ordinance) of the NBMC. The traffic fair share fee amount shall be calculated in accordance with the fee schedule in effect at the time of payment unless a fee adjustment is approved by the City Manager in accordance with Section 15.38.085 (Fee Adjustments) of the NBMC. 14. This Conditional Use Permit and Coastal Development Permit (PA2024-0091) 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. 15. Any change in operational characteristics, expansion in area, or other modification to the approved plans, may require an amendment to this Conditional Use Permit and Coastal Development Permit or the processing of a new permit. 16. A copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans before issuance of the building permits. 33 Planning Commission Resolution No. PC2025-002 Page 16 of 19 07-29-24 17. 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. 18. 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. 19. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 (Community Noise Control), under Sections 10.26.025 (Exterior Noise Standards) and 10.26.030 (Interior Noise Standards), and other applicable noise control requirements of the Newport Beach Municipal Code (NBMC). 20. Should the Property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or leasing agent. 21. 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. 22. 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. 23. 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. 24. The applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self-contained dumpsters or periodic steam cleaning of the dumpsters if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the provisions of Title 14, including all future amendments (including Water Quality related requirements). 34 Planning Commission Resolution No. PC2025-002 Page 17 of 19 07-29-24 25. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10:00 p.m. and 7:00 a.m. on weekdays and Saturdays and between the hours of 10:00 p.m. and 9:00 a.m. on Sundays and Federal holidays unless otherwise approved by the Director of Community Development and may require an amendment to this Use Permit. 26. 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. 27. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 20 (Planning and Zoning) and Title 21 (Local Coastal Program Implementation Plan) of the NBMC. 28. 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 the City’s approval of TTC Newporter including, but not limited to, Conditional Use Permit, Coastal Development Permit, and Traffic Study (PA2024- 0091). 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 such proceeding. The applicant shall indemnify the City for all the City's costs, attorneys' fees, and damages that which City incurs in enforcing the indemnification provisions outlined in this condition. The applicant shall pay to the City upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. Building Division 29. 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 (“CBC”). The construction plans must meet all applicable State Disabilities Access requirements. Approval from the Orange County Health Department is required before the issuance of a building permit. 30. An accessible path of travel from the parking lot and public right-of-way shall be provided pursuant to Section 11B-202.4 of the CBC. 31. Circulation paths contiguous to vehicular traffic shall be physically separated from vehicular traffic pursuant to Section 11B-250.1 of the CBC. 32. All accessible parking shall be provided pursuant to Table 11B-208.2 of the CBC. 35 Planning Commission Resolution No. PC2025-002 Page 18 of 19 07-29-24 33. Parking spaces and access aisles shall be designed so that persons using them are not required to travel behind parking spaces other than to pass behind the parking space in which they parked pursuant to Section 11B-502.7.1 of the CBC. Public Works Department 34. If the Project is not completed within 60 months of this approval, a new traffic study shall be prepared and submitted. 35. The existing gate arm, curb, and planter area shall be removed and the drive aisle widened to a minimum of 26-feet at the self-parked Project exclusive parking area located on 1107 Jamboree Road. 36. The self-parked Project exclusive parking area shall provide a dedicated turn-around area with a 5-foot minimum drive aisle extension at the dead-end drive aisle. 37. The self-parked Project exclusive parking area layout shall comply with City Standard 805 for parking stall width, length, and drive aisle dimensions. Fire Department 38. All fire lanes and Fire Department access shall be unobstructed and comply with Guidelines and Standards C.01 and C.02 of the Newport Beach Fire Prevention Division. 36 Planning Commission Resolution No. PC2025-002 Page 19 of 19 07-29-24 EXHIBIT “B” TRAFFIC IMPACT ANALYSIS 37 TRAFFIC IMPACT ANALYSIS TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA This Traffic Impact Analysis has been prepared under the supervision of Ambarish Mukherjee, P.E. LSA December 2024 38 December 2024 TRA FFI C IM PAC T ANA LYSI S TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA Submitted to: Champion Management Group, Inc. 1111 Jamboree Road Newport Beach, California 92660 Prepared by: LSA 3210 El Camino Real, Suite 100 Irvine, California 92602 (949) 553-0666 Project No. 20242039 39 i TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) TABLE OF CONTENTS TABLE OF CONTENTS ............................................................................................................................... i FIGURES AND TABLES ............................................................................................................................. ii LIST OF ABBREVIATIONS AND ACRONYMS ............................................................................................ iii INTRODUCTION .......................................................................................................... 1 ANALYSIS METHODOLOGY .......................................................................................... 1 Study Area ..................................................................................................................................... 4 Intersection Level of Service Methodology ................................................................................... 4 Threshold of Significance .............................................................................................................. 4 PROPOSED PROJECT ................................................................................................... 5 Project Description ........................................................................................................................ 5 Project Trip Generation, Distribution, and Assignment ................................................................ 5 EXISTING CONDITIONS ................................................................................................ 5 Existing Baseline Intersection Level of Service .............................................................................. 5 Active Transportation .................................................................................................................. 10 FUTURE YEAR 2026 CONDITIONS .............................................................................. 10 Future Year 2026 Baseline Intersection Level of Service ............................................................ 10 Future Year 2026 Plus Project Intersection Level of Service ....................................................... 17 CONGESTION MANAGEMENT PROGRAM CONSISTENCY REQUIREMENTS .................. 17 CONCLUSIONS .......................................................................................................... 17 REFERENCES ............................................................................................................. 20 APPENDICES A: EXISTING TRAFFIC VOLUMES B: ICU WORKSHEETS C: OCTA BUS ROUTES 1 AND 55 MAPS D: CITY’S REGIONAL TRAFFIC ANNUAL GROWTH RATE TABLE E: APPROVED PROJECTS TRIP ASSIGNMENT F. COUNTS UNLIMITED PICKLEBALL TRIP GENERATION SURVEYS 40 ii TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) FIGURES AND TABLES FIGURES Figure 1: Project Location and Study Area Intersections ....................................................................... 2 Figure 2: Conceptual Site Plan ................................................................................................................ 3 Figure 3: Project Trip Distribution and Assignment ............................................................................... 7 Figure 4: Net Project Trip Assignment .................................................................................................... 8 Figure 5: Existing Intersection Geometrics ............................................................................................. 9 Figure 6: Existing Peak-Hour Volumes .................................................................................................. 11 Figure 7: Approved Project Locations .................................................................................................. 14 Figure 8: Future Year 2026 Peak-Hour Volumes .................................................................................. 15 Figure 9: Future Year 2026 Plus Project Peak-Hour Volumes .............................................................. 18 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 ................................................ 16 Table D: Future Year 2026 Intersection Level of Service Summary ..................................................... 19 41 iii TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) LIST OF ABBREVIATIONS AND ACRONYMS Caltrans California Department of Transportation CAMUTCD California Manual on Uniform Traffic Control Devices City City of Newport Beach CMP Congestion Management Program County County of Orange ft foot/feet ICU intersection capacity utilization ITE Institute of Transportation Engineers LOS level of service MOB medical office building mph miles per hour OCTA Orange County Transportation Authority project TTC Newporter Pickleball Project sf square foot/feet SR-73 State Route 73 SR-261 State Route 261 TIA Traffic Impact Analysis TPO Traffic Phasing Ordinance v/c volume-to-capacity vph vehicles per hour 42 1 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) TRAFFIC IMPACT ANALYSIS TTC NEWPORTER PICKLEBALL PROJECT INTRODUCTION The purpose of this Traffic Impact Analysis (TIA) is to identify the potential traffic and circulation effects associated with the proposed TTC Newporter Pickleball Project (project) located at 1111 Jamboree Road in Newport Beach, California. The project site is located at the northwest corner of the intersection of Jamboree Road/Hyatt Regency–Island Lagoon Drive. The proposed project includes the conversion of six existing tennis courts to 22 pickleball courts, and associated parking. Access to the site is provided via the existing signalized Hyatt Regency access along Jamboree Road. A project location map (with the study area intersections) is presented on Figure 1. Figure 2 illustrates the conceptual project site plan. The proposed project would be completed in 2025. 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 will examine three scenarios: 1. Existing 2. Future Year 2026 Plus Ambient Growth Plus Approved Projects (1 year after project opening) 3. Future Year 2026 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 4:00 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 2023). 43 FI G U R E 1 TT C N e w p o r t e r P i c k l e b a l l Pr o j e c t L o c a � o n a n d S t u d y A r e a I n t e r s e c � o n s 0 8 0 0 0 1 6 0 0 6 0 0 FE E T Ja m b o r e e R o a d SOU R C E : Vo y a g e r ( 2 0 2 3 ) P: \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ g \ L o c a � o n _ S t u d y _ A r e a _ I n t s . a i ( 1 2 / 1 2 / 2 0 2 4 ) LE G E N D Pr o j e c t S i t e St u d y A r e a I n t e r s e c � o n 1 3 Ja m b o r e e R o a d Ja m b o r e e R o a d Coa s t H i g h w a y Coa s t H i g h w a y Isla n d L a g o o n D r i v e Isla n d L a g o o n D r i v e Hya t t R e g e n c y Hya t t R e g e n c y Santa Barbara Drive Santa Barbara Drive For d R o a d For d R o a d Eastblu f f D r i v e Eastblu f f D r i v e Bayside Dr i v e Bayside Dri v e 2 1 4 6 7 5 San J o a q u i n H i l l s R o a d San J o a q u i n H i l l s R o a d ͗ Ͱ h Ɛ Ğ ƌ Ɛ Ͱ > Ğ Ž Ŷ Ͱ Ğ Ɛ Ŭ ƚ Ž Ɖ Ͱ W ƌ Ž ũ Ğ Đ ƚ Ɛ > Ͱ W ƌ Ž ũ Ğ Đ ƚ Ɛ > Ͱ W ƌ Ž ũ Ğ Đ ƚ Ɛ > ͘ Ă Ɖ ƌ ǆ ; ϭ ϭ ͬ Ϯ Ϭ ͬ Ϯ Ϭ Ϯ ϰ Ϳ &/ ' h Z η Wƌ Ž ũ Ğ Đ ƚ Ɛ > Wƌ Ž ũ Ğ Đ ƚ > Ž Đ Ă Ɵ Ž Ŷ 25 $ 1 * ( &2 8 1 7 < xx xx xx Wƌ Ž ũ Ğ Đ ƚ s ŝ Đ ŝ Ŷ ŝ ƚ Ǉ ^K h Z ͗ h ^ ' ^ ϳ ͘ ϱ Ζ Y Ƶ Ă Ě Ͳ ΀ Ŷ ƚ Ğ ƌ Ƌ Ƶ Ă Ě Ŷ Ă ŵ Ğ ΁ ; ΀ Ŷ ƚ Ğ ƌ Ƌ Ƶ Ă Ě Ǉ Ğ Ă ƌ ΁ Ϳ ͕ Ϭ ϴϵ Ϭ ϭ ϳ ϴ Ϭ & d Newpo r t C e n t e r D r i v e Newpor t C e n t e r D r i v e 44 I 40 FE E T 80 - -----=-=-=-=-: - -- --� JA M B O R E E RO A D FI R E TR U C K AC C E S S SO U R C E : WR C Ne w p o r t LL C , Ch a m p i o n Ma n a g e m e n t Gr o u p , In c . , Oc t o b e r 20 2 4 P: \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - TT C Ne w p o r t e r Pic k l e b a l l \ g \ S i t e _ P l a n . a i (1 1 / 1 5 / 2 0 2 4 ) l� S s o , � � ' . - l o - /;-..) �""'D. ( ,, --. I (/ ) - r / / t i : 1 %1 \ _ , - : s t I / If I /,1/ I' (])1// 11! / 11 \' :1 ,)\ 'l' '' '** I \, ' I , / I l 0 �f , : 1 I• --/ ~: 1., i 101� /;,..-<, 0 ----lh.i I i_ , ' , I I 1-\ ' \. \ I "' t / ' I" ,,> __ __ ) * I ij � 0 > ( * I"" � �; _,, ,<5 0 )) 0 I I I ' *,: / (", / {)._/-., I ,� I // ,/=:�/ 0/ : I '� \ ·' -' * ) ,, ,_ _/ r{ I· I ,_,,--- ,_, / I I 't c o°'- 11 · ,, - - --- - \ 0 ' ' �17' I , _ _ _ / 0 I I /( ' j _ : ; ; ; II ( . . / (,,, ,,-, ""' -- - - i , - - � 8 9 1· ,! t s • ' YO I I_ I RE Q U I R E D PR O V I D E D US E TY P E PA R K I N G PA R K I N G PA L I S A D E S (T E N N I S ) 60 60 HO T E L (H Y A T T ) 60 2 65 3 TT C NE W P O R T E R 66 66 (P I C K L E B A L L ) TO T A L 72 8 77 9 -- - - - -.. FI G U R E 2 TT C Ne w p o r t e r Pi c k l e b a / 1 Co n c e p t u a l Si t e Pl a n 45 4 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) Study Area The following seven intersections were included in the study area, as shown on Figure 1: 1. Jamboree Road/Eastbluff Drive–Ford Road 2. Jamboree Road/San Joaquin Hills Road 3. Jamboree Road/Santa Barbara Drive 4. Jamboree Road/Hyatt Regency–Island Lagoon Drive 5. Bayside Drive/Coast Highway 6. Jamboree Road/Coast Highway 7. Newport Center Drive/Coast Highway Consistent with the TPO methodology, the study area intersections were evaluated to identify any locations where the proposed project has the potential to increase traffic on any leg of the intersection by 1 percent or more in the Future Year 2026 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 any 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 six study area intersections in the Future Year 2026 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 (vph) 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 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 46 5 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) LOS in the baseline condition, a project LOS impact would occur if the proposed project-generated traffic increases the ICU by 0.01 or more. Improvement back to pre-project conditions is required for any intersection where project traffic causes the intersection to deteriorate from a satisfactory LOS to an unsatisfactory LOS. PROPOSED PROJECT Project Description The proposed project includes the conversion of six existing tennis courts to 22 pickleball courts and associated parking. Access to the site is provided via the existing signalized Hyatt Regency access along Jamboree Road. The proposed project would be completed in 2025. Project Trip Generation, Distribution, and Assignment Daily and peak-hour trips for the proposed project and the existing use to be removed were generated based on trip rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition (ITE 2021), trip generation surveys conducted by Counts Unlimited of two similar existing pickleball facilities (provided in Appendix F), and comments from the City. 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 715 daily trips, including 104 trips in the a.m. peak hour (72 inbound and 32 outbound) and 57 trips in the p.m. peak hour (39 inbound and 18 outbound). The existing tennis courts to be removed generate 166 daily trips, including 8 trips in the a.m. peak hour (4 inbound and 4 outbound) and 22 trips in the p.m. peak hour (11 inbound and 11 outbound). The net new trips of the proposed project are 549 daily trips, including 96 trips in the a.m. peak hour (68 inbound and 28 outbound) and 35 trips in the p.m. peak hour (28 inbound and 7 outbound). The net 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. Figure 4 shows the net trip assignment. EXISTING CONDITIONS Existing Baseline Intersection Level of Service Figure 5 shows the existing intersection geometrics and traffic control devices at the seven initial study area intersections. Transportation Studies, Inc. collected peak-hour traffic volumes for five study area intersections in February 2023 and one study area intersection in March 2024. Counts Unlimited collected peak- hour traffic volumes for the remaining study area intersection (Jamboree Road/Hyatt Regency– Island Lagoon Drive) in October 2024. 47 In Out Total In Out Total Tustin Pickleball Courts 1 Court 44.26 4.13 2.93 7.06 1.00 0.97 1.97 The Tennis and Pickleball Club at Newport Beach 1 Court 20.74 2.44 0.01 2.45 2.57 0.67 3.24 Average 1 Court 32.50 3.29 1.47 4.76 1.79 0.82 2.61 Racquet/Tennis Club 1 Court 27.71 0.66 0.65 1.31 1.91 1.91 3.82 Pickleball 22 Court 715 72 32 104 39 18 57 Tennis 6 Court 166 4 4 8 11 11 22 549 68 28 96 28 7 35 Based on Similar Pickleball Court Facilities Table A: Project Trip Generation Land Use Size Unit Daily AM Peak Hour PM Peak Hour Trip Generation Rates Based on Similar Pickleball Court Facilities1 Based on ITE2,3 Project Trip Generation 2 Trip rates (p.m. peak-hour only) were obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual , (11th Edition) for Land Use Code 491 - Racquet/Tennis Club. 3 The 11th Edition ITE Trip Generation Manual does not provide specific a.m. peak-hour trip rates for Land Use Code 491 - Racquet/Tennis Club. Therefore, the a.m. peak-hour trip rate of 1.31 trips per court is based on the 9 th Edition ITE Trip Generation Manual. The a.m. and p.m. directional distribution remains 50/50 inbound/outbound based on the a.m. and p.m. peak hours of generator for Land Use Code 491 of the 11th Edition ITE Trip Generation Manual. 1 Pickleball court trip genertion rates are based on average survey data (November 1, 2, and 7, 2023) of two pickleball facilities (1 private and 1 public). The surveys focused on pickleball users only. Tustin Pickleball Courts is a private/public facility with 10 pickleball courts at 1302 Service Road, Tustin. The Tennis and Pickleball Club at Newport Beach is a private club with 31 pickleball courts and 16 tennis courts at 11 Clubhouse Drive, Newport Beach. Existing Trip Generation Based on ITE Net Trip Generation (Project ‐ Existing) P:\2024\20242039 - TTC Newporter Pickleball\XLS\Trip Generation.xlsx\Trip Gen (12/10/2024) 48 10 / 5 22 / 1 2 1 5 18 / 1 0 22 / 1 2 2 6 18 / 1 0 8 / 5 3 7 11 / 6 21 / 1 2 4 FI G U R E 3 XX / Y Y AM / P M P e a k H o u r T r a f f i c V o l u m e s N T T C N e w p o r t e r P i c k l e b a l l P r o j e c t T r i p D i s t r i b u t i o n a n d A s s i g n m e n t 25 / 14 11 / 6 25 / 14 11 / 6 11 / 6 Ja m b o r e e R o a d / S a n t a B a r b a r a Dr i v e 47 / 25 25 / 14 Ja m b o r e e R o a d / E a s t b l u f f Dr i v e – F o r d R o a d Ja m b o r e e R o a d / S a n J o a q u i n H i l l s Ro a d 25 / 14 Ja m b o r e e R o a d / H y a t t Re g e n c y – I s l a n d L a g o o n D r i v e Ba y s i d e D r i v e / C o a s t H i g h w a y 10 / 5 3 / 2 8 / 5 Ne w p o r t C e n t e r D r i v e / C o a s t Hi g h w a y 7 / 4 Ja m b o r e e R o a d / C o a s t H i g h w a y P : \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ F i g u r e s \ F i g 3 - D i s t - A s g n - V o l . x l s x \ F i g u r e ( 1 2 / 1 0 / 2 0 2 4 ) 49 8 / 2 20 / 8 1 5 17 / 7 20 / 8 2 6 17 / 7 7 / 2 3 7 10 / 2 18 / 5 4 FI G U R E 4 XX / Y Y AM / P M P e a k H o u r T r a f f i c V o l u m e s N T T C N e w p o r t e r P i c k l e b a l l N e t P r o j e c t T r i p A s s i g n m e n t 24 / 10 10 / 2 24 / 10 10 / 2 10 / 2 Ja m b o r e e R o a d / S a n t a B a r b a r a Dr i v e 44 / 18 24 / 10 Ja m b o r e e R o a d / E a s t b l u f f Dr i v e – F o r d R o a d Ja m b o r e e R o a d / S a n J o a q u i n H i l l s Ro a d 24 / 10 Ja m b o r e e R o a d / H y a t t Re g e n c y – I s l a n d L a g o o n D r i v e Ba y s i d e D r i v e / C o a s t H i g h w a y 8 / 2 3 / 1 7 / 2 Ne w p o r t C e n t e r D r i v e / C o a s t Hi g h w a y 7 / 3 Ja m b o r e e R o a d / C o a s t H i g h w a y P : \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ F i g u r e s \ F i g 4 - N e t - A s g n - V o l . x l s x \ F i g u r e ( 1 2 / 1 0 / 2 0 2 4 ) 50 1 5 2 6 3 7 4 FI G U R E 5 Le g e n d Si g n a l D e - F a c t o R i g h t T u r n N Y i e l d Fr e e R i g h t T u r n T T C N e w p o r t e r P i c k l e b a l l E x i s t i n g I n t e r s e c t i o n G e o m e t r i c s Ja m b o r e e R o a d / H y a t t Re g e n c y – I s l a n d L a g o o n D r i v e ac c c e abeabce abce aa c c d ac c c e ace xv v v t t abce xv v v t xv v v t t abce Ja m b o r e e R o a d / E a s t b l u f f Dr i v e – F o r d R o a d Ja m b o r e e R o a d / S a n J o a q u i n Hil l s R o a d be ac c c e adwv v t Ja m b o r e e R o a d / S a n t a B a r b a r a Dr i v e xv t acccd accce aa f Ba y s i d e D r i v e / C o a s t H i g h w a y xv v t aaacccd ac daacccce Ja m b o r e e R o a d / C o a s t H i g h w a y xt t ccce aaccc Ne w p o r t C e n t e r D r i v e / C o a s t Hig h w a y FD D FD F F No r t h - S o u t h Sp l i t P h a s i n g F F F Y Y Y Ea s t - W e s t Sp l i t P h a s i n g Ea s t - W e s t Sp l i t P h a s i n g Ea s t - W e s t Sp l i t P h a s i n g P : \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ F i g u r e s \ F i g 5 - E x i s t _ G e o . x l s x \ F i g u r e ( 1 2 / 1 0 / 2 0 2 4 ) 51 10 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) The existing baseline peak-hour traffic volumes at the study area intersections are provided in Appendix A and illustrated on Figure 6. 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 accessible to and from the project site. In the project vicinity, OCTA bus stops are currently provided at the southeast and southwest corners of Jamboree Road/Coast Highway and the northwest and southeast corners of Promontory Drive/Coast Highway. OCTA Route 1 provides transportation between Long Beach and San Clemente, and OCTA Route 55 provides transportation between Santa Ana and Newport Beach. The OCTA Routes 1 and 55 maps and bus stop locations are provided in Appendix C. Bicycle Circulation Class II bicycle lanes are provided in the vicinity of the project site on Jamboree Road, Coast Highway, Eastbluff Drive–Ford Road, San Joaquin Hills Road, Santa Barbara Drive, and Newport Center Drive. Bicycle travel is possible between the project site and residences and other uses in the vicinity of the project site. Pedestrian Circulation Sidewalks currently exist in the project vicinity on both sides of Jamboree 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 in close proximity to the project site include other commercial uses and residences, all of which are accessible by nonautomotive means. FUTURE YEAR 2026 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 2025; therefore, an analysis year of 2026 was used in the future year analysis. Future Year 2026 Baseline Intersection Level of Service The Future Year 2026 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 Jamboree Road and on Coast Highway, consistent with the City’s Regional Traffic Annual Growth Rate table (provided in Appendix D). 52 15 / 2 8 9 / 3 0 39 4 / 1 5 3 13 6 8 / 2 7 1 9 16 9 / 1 9 5 58 / 9 1 18 7 / 6 1 34 / 3 6 25 0 / 1 5 9 23 1 9 / 1 7 9 9 42 3 / 2 9 2 41 7 / 3 9 9 1 5 31 / 3 3 86 / 1 5 9 21 / 4 5 69 6 / 1 6 7 7 13 8 / 1 9 6 81 / 1 0 4 22 8 / 9 5 70 6 / 6 9 3 38 / 3 7 15 9 9 / 1 1 8 1 46 / 2 3 5 / 6 2 6 10 9 / 3 4 3 6 / 7 98 / 1 0 1 45 / 2 3 8 91 5 / 1 5 8 4 50 / 1 4 35 7 / 2 4 7 4 / 5 14 8 5 / 1 1 5 1 6 / 1 2 3 7 5 / 9 9 / 7 35 / 2 7 23 / 3 7 4 FI G U R E 6 XX X X / Y Y Y Y AM / P M P e a k H o u r T r a f f i c V o l u m e s N T T C N e w p o r t e r P i c k l e b a l l E x i s t i n g P e a k - H o u r V o l u m e s Ne w p o r t C e n t e r D r i v e / C o a s t Hi g h w a y 16 / 13 258 / 251 59 / 60 Ja m b o r e e R o a d / C o a s t H i g h w a y 105 / 579 32 / 119 31 / 44 3 / 9 20 / 25 316 / 449 11 / 17 32 / 39 Ba y s i d e D r i v e / C o a s t H i g h w a y 706 / 1048 257 / 340 143 / 102 172 / 116 Ja m b o r e e R o a d / S a n J o a q u i n H i l l s Ro a d 42 / 47 15 / 20 1167 / 1757 Ja m b o r e e R o a d / H y a t t Re g e n c y – I s l a n d L a g o o n D r i v e 516 / 317 929 / 1590 99 / 205 161 / 115 5 / 19 1024 / 1029 4 / 17 1112 / 1088 Ja m b o r e e R o a d / S a n t a B a r b a r a Dr i v e 37 / 27 753 / 439 20 / 29 965 / 1284 Ja m b o r e e R o a d / E a s t b l u f f Dr i v e – F o r d R o a d 28 / 78 1030 / 1287 409 / 19252 / 48 1458 / 1308 101 / 73 1320 / 1218 79 / 164 P : \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ F i g u r e s \ F i g 6 - E x i s t i n g P e a k - H o u r V o l u m e s . x l s x \ F i g u r e ( 1 2 / 1 0 / 2 0 2 4 ) 53 ICU LOS ICU LOS 1 Jamboree Road/Eastbluff Drive–Ford Road 0.68 B 0.53 A 2 Jamboree Road/San Joaquin Hills Road 0.55 A 0.50 A 3 Jamboree Road/Santa Barbara Drive 0.44 A 0.50 A 4 Jamboree Road/Hyatt Regency–Island Lagoon Drive 0.30 A 0.42 A 5 Bayside Drive/Coast Highway 0.61 B 0.59 A 6 Jamboree Road/Coast Highway 0.46 A 0.57 A 7 Newport Center Drive/Coast Highway 0.32 A 0.44 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:\2024\20242039 - TTC Newporter Pickleball\XLS\LOS.xlsx\Existing (12/11/2024) 54 13 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) Approved Projects The City provided the trip assignment for 20 approved projects at the study area intersections. Figure 7 illustrates the approved projects’ locations. Detailed trip assignments for the approved projects are provided in Appendix E. The approved projects include the following: 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. Back Bay Landing 9. Balboa Marina West 10. Newport Crossings 11. Museum House—Vivante Senior Center 12. Uptown Newport Phase 1 13. Uptown Newport Phase 2 14. Residences at 4400 VK 15. Picerne Residential 16. 2510 WCH Residential and Mothers Market 17. Pacifica Christian HS 18. 1400 Bristol St N Residences 19. Sage Hill Middle School Expansion 20. 1600 Dove Street Residences The ambient growth volumes on Jamboree Road and on Coast Highway, as well as the approved project trips at the study area intersections, were added to the existing peak-hour volumes to develop the Future Year 2026 baseline peak-hour traffic volumes. Figure 8 shows the resulting Future Year 2026 baseline peak-hour traffic volumes. 1 Percent Traffic Volume Analysis A 1 percent traffic volume analysis was prepared to identify any study area intersections where traffic from the proposed project would increase traffic on any leg by 1 percent or more. The Future Year 2026 condition was used as the baseline for the 1 percent volume analysis. Table C provides a summary of the 1 percent volume analysis. 55 P:\2024\20242039 - TTC Newporter Pickleball\gApproved_Projects.ai (12/12/2024) SOURCE: Bing Maps 2023 Approved Project Project Site Approved Project Locations TTC Newporter Pickleball FIGURE 7 NO SCALE LEGEND 194 1 7 11 8 9 5 3 16 617 2 14 10 20 12 13 1518 # Jam b o r e e R o a d Jam b o r e e R o a d Coast H i g h w a y Coast H i g h w a y Ford Ro a d Ford R o a d Ea s t b l u f f D r i v e Ea s t b l u f f D r i v e Ba y s i d e D r i v e Ba y s i d e D r i v e San Joaquin Hills RoadSan Joaquin Hills Road Irvi n e A v e n u e Irvi n e A v e n u e New p o r t C o a s t D r i v e New p o r t C o a s t D r i v e 56 15 / 2 8 25 / 6 2 39 4 / 1 5 3 14 4 8 / 2 8 4 2 16 9 / 1 9 7 62 / 1 0 4 18 7 / 6 1 74 / 9 2 25 0 / 1 5 9 24 1 2 / 1 8 8 8 42 4 / 2 9 6 42 6 / 4 0 9 1 5 68 / 1 0 8 88 / 1 6 2 21 / 4 5 74 2 / 1 7 7 9 14 3 / 2 0 3 83 / 1 0 8 22 8 / 9 5 74 4 / 7 4 9 38 / 4 1 16 7 3 / 1 2 3 9 46 / 2 3 5 / 6 2 6 11 7 / 3 4 7 6 / 7 10 0 / 1 0 9 64 / 2 4 5 94 4 / 1 6 5 2 50 / 1 4 36 5 / 2 5 9 4 / 5 15 4 5 / 1 1 9 0 6 / 1 2 3 7 5 / 9 9 / 7 35 / 2 7 23 / 3 7 4 FI G U R E 8 XX X X / Y Y Y Y AM / P M P e a k H o u r T r a f f i c V o l u m e s N T T C N e w p o r t e r P i c k l e b a l l F u t u r e Y e a r 2 0 2 6 P e a k - H o u r V o l u m e s Ne w p o r t C e n t e r D r i v e / C o a s t Hi g h w a y 16 / 13 263 / 256 60 / 63 Ja m b o r e e R o a d / C o a s t H i g h w a y 114 / 605 32 / 121 55 / 96 7 / 17 38 / 52 318 / 455 17 / 23 32 / 39 Ba y s i d e D r i v e / C o a s t H i g h w a y 762 / 1106 262 / 349 146 / 104 178 / 123 Ja m b o r e e R o a d / S a n J o a q u i n H i l l s Ro a d 43 / 48 15 / 20 1232 / 1829 Ja m b o r e e R o a d / H y a t t Re g e n c y – I s l a n d L a g o o n D r i v e 528 / 327 992 / 1696 101 / 211 166 / 126 5 / 19 1056 / 1066 4 / 17 1158 / 1152 Ja m b o r e e R o a d / S a n t a B a r b a r a Dr i v e 38 / 28 812 / 494 20 / 30 1000 / 1325 Ja m b o r e e R o a d / E a s t b l u f f Dr i v e – F o r d R o a d 29 / 80 1063 / 1333 418 / 20353 / 49 1532 / 1379 103 / 74 1354 / 1263 81 / 167 P : \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ F i g u r e s \ F i g 8 - F u t u r e Y e a r 2 0 2 6 P e a k - H o u r V o l u m e s . x l s x \ F i g u r e ( 1 2 / 1 0 / 2 0 2 4 ) 57 1 P e r c e n t Pe a k Pe r c e n t Pe r c e n t Pe r c e n t Pe r c e n t T e s t Ho u r P r o j e c t B a s e I n c r e a s e P r o j e c t B a s e I n c r e a s e P r o j e c t B a s e I n c r e a s e P r o j e c t B a s e I n c r e a s e S a t i s f i e d ? AM 1 0 1 , 6 2 1 0 . 6 2 % 2 4 1 , 6 8 8 1 . 4 2 % 0 8 6 1 0 . 0 0 % 0 5 7 8 0 . 0 0 % 1 J a m b o r e e R o a d / E a s t b l u f f D r i v e – F o r d R o a d PM 2 2 , 2 3 4 0 . 0 9 % 1 0 1 , 5 0 2 0 . 6 7 % 0 5 1 6 0 . 0 0 % 0 3 7 8 0 . 0 0 % Y e s AM 1 0 1 , 2 0 7 0 2 4 2 , 2 4 7 1 . 0 7 % 0 3 1 2 0 . 0 0 % 0 2 3 2 0 . 0 0 % 2 J a m b o r e e R o a d / S a n J o a q u i n H i l l s R o a d PM 2 1 , 5 2 8 0 1 0 1 , 9 2 4 0 . 5 2 % 0 1 5 9 0 . 0 0 % 0 3 5 6 0 . 0 0 % Y e s AM 1 0 1 , 2 2 7 0 . 8 1 % 2 4 1 , 5 0 1 1 . 6 0 % 0 6 0 0 . 0 0 % 0 1 8 7 0 . 0 0 % 3 J a m b o r e e R o a d / S a n t a B a r b a r a D r i v e PM 2 1 , 2 1 1 0 . 1 7 % 1 0 1 , 5 6 6 0 . 6 4 % 0 3 1 0 . 0 0 % 0 5 9 9 0 . 0 0 % Y e s AM 4 4 1 , 2 0 0 3 . 6 7 % 2 4 1 , 2 9 0 1 . 8 6 % 2 8 5 8 4 8 . 2 8 % 0 1 4 0 . 0 0 % 4 J a m b o r e e R o a d / H y a t t R e g e n c y – I s l a n d L a g o o n D r i v e PM 1 8 1 , 1 9 7 1 . 5 0 % 1 0 1 , 8 9 7 0 . 5 3 % 7 6 4 1 0 . 9 4 % 0 1 6 0 . 0 0 % Y e s AM 0 3 6 7 0 . 0 0 % 0 1 0 0 0 . 0 0 % 2 0 2 , 9 1 2 0 . 6 9 % 8 1 , 5 3 5 0 . 5 2 % 5 B a y s i d e D r i v e / C o a s t H i g h w a y PM 0 5 1 7 0 . 0 0 % 0 1 6 5 0 . 0 0 % 8 2 , 3 8 9 0 . 3 3 % 2 3 , 0 0 8 0 . 0 7 % N o AM 7 3 3 9 2 . 0 6 % 1 8 1 , 1 7 0 1 . 5 4 % 2 0 2 , 4 2 2 0 . 8 3 % 1 7 9 1 3 1 . 8 6 % 6 J a m b o r e e R o a d / C o a s t H i g h w a y PM 3 3 3 2 0 . 9 0 % 5 1 , 5 5 9 0 . 3 2 % 8 1 , 9 9 4 0 . 4 0 % 7 2 , 0 4 9 0 . 3 4 % Y e s AM - - 0 1 4 6 0 . 0 0 % 7 1 , 9 1 0 0 . 3 7 % 1 7 1 , 0 4 4 1 . 6 3 % 7 N e w p o r t C e n t e r D r i v e / C o a s t H i g h w a y PM - - 0 7 2 6 0 . 0 0 % 2 1 , 4 4 9 0 . 1 4 % 7 1 , 7 6 1 0 . 4 0 % Y e s = p r o j e c t c o n t r i b u t i o n o f 1 p e r c e n t o r m o r e Pr i m a r y I n t e r s e c t i o n Ta b l e C : C i t y o f N e w p o r t B e a c h 1 P e r c e n t V o l u m e A n a l y s i s S u m m a r y Ap p r o a c h V o l u m e s No r t h b o u n d So u t h b o u n d Ea s t b o u n d We s t b o u n d P: \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ 1 p e r c e n t t e s t s u m m a r y . x l s x \ T a b l e C ( 1 2 / 1 8 / 2 0 2 4 ) 58 17 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) 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 2026 Plus Project condition in the following study area intersections: 1. Jamboree Road/Eastbluff Drive–Ford Road 2. Jamboree Road/San Joaquin Hills Road 3. Jamboree Road/Santa Barbara Drive 4. Jamboree Road/Hyatt Regency–Island Lagoon Drive 6. Jamboree Road/Coast Highway 7. Jamboree Road/Coast Highway The results of the Future Year 2026 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 2026 Plus Project Intersection Level of Service To determine the Future Year 2026 Plus Project condition, traffic generated by the proposed project was added to Future Year 2026 traffic volumes. Figure 9 shows the resulting Future Year 2026 Plus Project peak-hour traffic volumes. Table D summarizes the results of the Future Year 2026 Plus Project peak-hour LOS analysis for the study area intersections. As shown in Table D, with the addition of the proposed project, all 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 2026 condition. CONGESTION MANAGEMENT PROGRAM CONSISTENCY REQUIREMENTS The County of Orange (County) CMP Highway System includes one roadway arterial in the project area (i.e., 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 daily trips. For projects that would directly access a CMP Highway System roadway, a reduced threshold of 1,600 daily trips is applied. The proposed project is forecast to generate 549 daily trips. 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. 59 15 / 2 8 25 / 6 2 39 4 / 1 5 3 14 5 6 / 2 8 4 4 16 9 / 1 9 7 62 / 1 0 4 18 7 / 6 1 74 / 9 2 25 0 / 1 5 9 24 3 2 / 1 8 9 6 42 4 / 2 9 6 42 6 / 4 0 9 1 5 68 / 1 0 8 10 5 / 1 6 9 21 / 4 5 74 2 / 1 7 7 9 14 3 / 2 0 3 83 / 1 0 8 22 8 / 9 5 76 4 / 7 5 7 38 / 4 1 16 7 3 / 1 2 3 9 46 / 2 3 5 / 6 2 6 11 7 / 3 4 7 6 / 7 10 0 / 1 0 9 64 / 2 4 5 96 1 / 1 6 5 9 50 / 1 4 36 5 / 2 5 9 4 / 5 15 5 2 / 1 1 9 2 6 / 1 2 3 7 5 / 9 9 / 7 45 / 2 9 41 / 4 2 4 FI G U R E 9 XX X X / Y Y Y Y AM / P M P e a k H o u r T r a f f i c V o l u m e s N T T C N e w p o r t e r P i c k l e b a l l F u t u r e Y e a r 2 0 2 6 P l u s P r o j e c t P e a k - H o u r V o l u m e s Ne w p o r t C e n t e r D r i v e / C o a s t Hi g h w a y 16 / 13 270 / 259 60 / 63 Ja m b o r e e R o a d / C o a s t H i g h w a y 114 / 605 32 / 121 55 / 96 7 / 17 38 / 52 318 / 455 17 / 23 32 / 39 Ba y s i d e D r i v e / C o a s t H i g h w a y 770 / 1108 265 / 350 153 / 106 178 / 123 Ja m b o r e e R o a d / S a n J o a q u i n H i l l s Ro a d 67 / 58 15 / 20 1232 / 1829 Ja m b o r e e R o a d / H y a t t Re g e n c y – I s l a n d L a g o o n D r i v e 528 / 327 1002 / 1698 101 / 211 166 / 126 5 / 19 1066 / 1068 4 / 17 1158 / 1152 Ja m b o r e e R o a d / S a n t a B a r b a r a Dr i v e 82 / 46 812 / 494 20 / 30 1010 / 1327 Ja m b o r e e R o a d / E a s t b l u f f Dr i v e – F o r d R o a d 29 / 80 1087 / 1343 418 / 20353 / 49 1556 / 1389 103 / 74 1378 / 1273 81 / 167 Pr o j e c t Si t e P : \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ F i g u r e s \ F i g 9 - F u t u r e Y e a r 2 0 2 6 P l u s P r o j e c t P e a k - H o u r V o l u m e s . x l s x . x l s x \ F i g u r e ( 1 2 / 1 0 / 2 0 2 4 ) 60 IC U L O S I C U L O S I C U L O S I C U L O S A M P M A M P M 1 J a m b o r e e R o a d / E a s t b l u f f D r i v e – F o r d R o a d 0. 7 0 B 0 . 5 5 A 0 . 7 0 B 0 . 5 5 A 0 . 0 0 0 . 0 0 N o N o 2 J a m b o r e e R o a d / S a n J o a q u i n H i l l s R o a d 0. 5 8 A 0 . 5 3 A 0 . 5 8 A 0 . 5 3 A 0 . 0 0 0 . 0 0 N o N o 3 J a m b o r e e R o a d / S a n t a B a r b a r a D r i v e 0. 4 6 A 0 . 5 2 A 0 . 4 6 A 0 . 5 2 A 0 . 0 0 0 . 0 0 N o N o 4 J a m b o r e e R o a d / H y a t t R e g e n c y – I s l a n d L a g o o n D r i v e 0. 3 1 A 0 . 4 3 A 0 . 3 5 A 0 . 4 5 A 0 . 0 4 0 . 0 2 N o N o 5 B a y s i d e D r i v e / C o a s t H i g h w a y 0. 6 5 B 0 . 6 8 B - - - - - - - - 6 J a m b o r e e R o a d / C o a s t H i g h w a y 0. 4 8 A 0 . 6 0 A 0 . 4 9 A 0 . 6 0 A 0 . 0 1 0 . 0 0 N o N o 7 N e w p o r t C e n t e r D r i v e / C o a s t H i g h w a y 0. 3 3 A 0 . 4 6 A 0 . 3 3 A 0 . 4 6 A 0 . 0 0 0 . 0 0 N o N o ∆ = c h a n g e i n IC U = I n t e r s e c t i o n C a p a c i t y U t i l i z a t i o n LO S = l e v e l o f s e r v i c e Im p a c t ? In t e r s e c t i o n AM P e a k H o u r P M P e a k H o u r A M P e a k H o u r P M P e a k H o u r ∆ i n I C U Ta b l e D : F u t u r e Y e a r 2 0 2 6 I n t e r s e c t i o n L e v e l o f S e r v i c e S u m m a r y Fu t u r e Y e a r 2 0 2 6 F u t u r e Y e a r 2 0 2 6 P l u s P r o j e c t P e a k - H o u r P r o j e c t L O S P: \ 2 0 2 4 \ 2 0 2 4 2 0 3 9 - T T C N e w p o r t e r P i c k l e b a l l \ X L S \ L O S . x l s x \ F u t u r e + P r o j ( 1 2 / 1 8 / 2 0 2 4 ) 61 20 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) REFERENCES California Department of Transportation (Caltrans). 2024. California Manual on Uniform Traffic Control Devices (CAMUTCD). Website: https://dot.ca.gov/programs/safety-programs/ camutcd (accessed November 2024). City of Newport Beach. 2006a. Newport Beach General Plan. Adopted July 25, 2006. ______. 2006b. General Plan Circulation Element. Updated October 25, 2022. Figure CE1. Website: https://www.newportbeachca.gov/PLN/General_Plan/Figures/FigCE1_MasterPlanofStreets andHighways_11x17color_web.pdf (accessed November 2024). ______. 2007. Municipal Code Section 15.40 Traffic Phasing Ordinance. Website: https://www.code publishing.com/CA/NewportBeach/html/NewportBeach15/NewportBeach1540.html (accessed November 2024). Institute of Transportation Engineers (ITE). 2021. Trip Generation Manual. 11th Edition. Orange County Transportation Authority (OCTA). 2017. Guidance for Administration of the Orange County Master Plan of Arterial Highways. ______. 2023. 2023 Orange County Congestion Management Program. November 2023. 62 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx «12/18/24» APPENDIX A EXISTING TRAFFIC VOLUMES 63 File Name : JA4980 Site Code : 00000000 Start Date : 2/16/2023 Page No : 1 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Eastbluff Dr, Ford Rd Groups Printed- Turning Movement Count Jamboree Road Southbound Ford Road Westbound Jamboree Road Northbound Eastbluff Drive Eastbound Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 6 235 5 0 4 11 20 0 14 125 22 0 28 7 9 0 486 07:15 14 226 3 0 3 36 30 0 19 150 37 0 49 14 18 0 599 07:30 6 332 14 0 1 34 28 0 22 183 54 0 52 26 36 0 788 07:45 13 362 12 1 2 92 45 0 22 215 127 0 99 48 40 0 1078 Total 39 1155 34 1 10 173 123 0 77 673 240 0 228 95 103 0 2951 08:00 18 346 11 1 0 139 26 0 19 219 152 0 97 65 55 0 1148 08:15 60 367 15 0 6 132 50 1 26 225 184 0 119 85 57 0 1327 08:30 9 369 11 0 7 31 46 1 31 261 48 0 108 52 35 0 1009 08:45 10 418 7 0 9 24 63 1 34 222 29 0 66 18 11 0 912 Total 97 1500 44 1 22 326 185 3 110 927 413 0 390 220 158 0 4396 *** BREAK *** 16:30 15 327 14 2 6 41 57 0 53 375 80 1 83 36 20 0 1110 16:45 22 302 12 1 5 54 56 0 43 355 76 1 87 46 12 0 1072 Total 37 629 26 3 11 95 113 0 96 730 156 2 170 82 32 0 2182 17:00 19 311 8 0 12 37 32 0 48 445 59 3 77 49 19 0 1119 17:15 16 355 11 0 5 21 50 0 59 399 93 1 45 28 10 0 1093 17:30 18 313 6 0 4 44 49 0 41 369 72 1 70 55 13 0 1055 17:45 20 301 7 0 0 45 59 0 50 300 70 2 80 38 21 0 993 Total 73 1280 32 0 21 147 190 0 198 1513 294 7 272 170 63 0 4260 18:00 17 286 8 1 10 26 47 0 52 329 56 0 76 37 20 0 965 18:15 24 238 11 0 5 19 30 0 44 242 73 0 56 26 20 0 788 Grand Total 287 5088 155 6 79 786 688 3 577 4414 1232 9 1192 630 396 0 15542 Apprch %5.2 91.9 2.8 0.1 5.1 50.5 44.2 0.2 9.3 70.8 19.8 0.1 53.7 28.4 17.9 0 Total %1.8 32.7 1 0 0.5 5.1 4.4 0 3.7 28.4 7.9 0.1 7.7 4.1 2.5 0 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 64 File Name : JA4980 Site Code : 00000000 Start Date : 2/16/2023 Page No : 2 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Eastbluff Dr, Ford Rd Jamboree Road Southbound Ford Road Westbound Jamboree Road Northbound Eastbluff Drive Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn 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 13 362 12 1 388 2 92 45 0 139 22 215 127 0 364 99 48 40 0 187 1078 08:00 18 346 11 1 376 0 139 26 0 165 19 219 152 0 390 97 65 55 0 217 1148 08:15 60 367 15 0 442 6 132 50 1 189 26 225 184 0 435 119 85 57 0 261 1327 08:30 9 369 11 0 389 7 31 46 1 85 31 261 48 0 340 108 52 35 0 195 1009 Total Volume 100 1444 49 2 1595 15 394 167 2 578 98 920 511 0 1529 423 250 187 0 860 4562 % App. Total 6.3 90.5 3.1 0.1 2.6 68.2 28.9 0.3 6.4 60.2 33.4 0 49.2 29.1 21.7 0 PHF .417 .978 .817 .500 .902 .536 .709 .835 .500 .765 .790 .881 .694 .000 .879 .889 .735 .820 .000 .824 .859 Jamboree Road E a s t b l u f f D r i v e F o r d R o a d Jamboree Road Right 100 Thru 1444 Left 49 U-Turn 2 InOut Total 1122 1595 2717 Rig h t 15 Th r u 39 4 Le f t 16 7 U- T u r n 2 Ou t To t a l In 39 7 57 8 97 5 Left 511 Thru 920 Right 98 U-Turn 0 Out TotalIn 2034 1529 3563 Le f t 18 7 Th r u25 0 Ri g h t 42 3 U- T u r n 0 To t a l Ou t In 10 0 5 86 0 18 6 5 Peak Hour Begins at 07:45 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 65 File Name : JA4980 Site Code : 00000000 Start Date : 2/16/2023 Page No : 3 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Eastbluff Dr, Ford Rd Jamboree Road Southbound Ford Road Westbound Jamboree Road Northbound Eastbluff Drive Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 15 327 14 2 358 6 41 57 0 104 53 375 80 1 509 83 36 20 0 139 1110 16:45 22 302 12 1 337 5 54 56 0 115 43 355 76 1 475 87 46 12 0 145 1072 17:00 19 311 8 0 338 12 37 32 0 81 48 445 59 3 555 77 49 19 0 145 1119 17:15 16 355 11 0 382 5 21 50 0 76 59 399 93 1 552 45 28 10 0 83 1093 Total Volume 72 1295 45 3 1415 28 153 195 0 376 203 1574 308 6 2091 292 159 61 0 512 4394 % App. Total 5.1 91.5 3.2 0.2 7.4 40.7 51.9 0 9.7 75.3 14.7 0.3 57 31.1 11.9 0 PHF .818 .912 .804 .375 .926 .583 .708 .855 .000 .817 .860 .884 .828 .500 .942 .839 .811 .763 .000 .883 .982 Jamboree Road E a s t b l u f f D r i v e F o r d R o a d Jamboree Road Right 72 Thru 1295 Left 45 U-Turn 3 InOut Total 1663 1415 3078 Ri g h t 28 Th r u 15 3 Le f t 19 5 U- T u r n 0 Ou t To t a l In 40 7 37 6 78 3 Left 308 Thru 1574 Right 203 U-Turn 6 Out TotalIn 1782 2091 3873 Le f t 61 Th r u15 9 Rig h t 29 2 U- T u r n 0 To t a l Ou t In 53 3 51 2 10 4 5 Peak Hour Begins at 16:30 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 66 File Name : H2402022 Site Code : 00000000 Start Date : 3/19/2024 Page No : 1 City of Newport Beach N-S Direction: Jamboree Rd E-W Direction: San Joaquin Hills Rd Groups Printed- Turning Movements Jamboree Rd Southbound San Joaquin Hills Rd Westbound Jamboree Rd Northbound San Joaquin Hills Rd Eastbound Start Time Right Thru Left U Turn Right Thru Left Free Right U Turn Right Thru Left U Turn Right Thru Left U Turn Int. Total 07:00 9 203 121 2 2 2 12 14 0 30 119 4 2 6 11 28 0 565 07:15 8 260 138 1 4 3 11 44 3 20 146 4 0 14 10 38 0 704 07:30 19 265 156 0 6 4 16 33 3 35 201 7 4 13 8 35 1 806 07:45 13 368 190 0 4 7 33 12 3 52 229 6 2 11 11 52 0 993 Total 49 1096 605 3 16 16 72 103 9 137 695 21 8 44 40 153 1 3068 08:00 20 317 188 1 14 4 41 20 3 44 266 3 0 9 7 49 0 986 08:15 23 301 153 0 7 4 30 27 1 42 266 5 3 14 6 69 0 951 08:30 23 334 218 3 6 6 25 49 2 34 204 6 3 12 14 58 0 997 08:45 26 340 162 1 1 5 34 53 1 48 205 8 0 16 7 44 0 951 Total 92 1292 721 5 28 19 130 149 7 168 941 22 6 51 34 220 0 3885 16:00 32 253 109 0 12 10 35 192 3 33 365 8 1 7 6 24 0 1090 16:15 38 274 101 0 8 5 32 176 11 35 327 13 1 5 9 23 0 1058 16:30 38 269 113 2 10 10 47 177 3 25 301 13 0 9 6 13 0 1036 16:45 41 304 106 1 9 8 40 193 6 24 317 25 1 7 7 22 0 1111 Total 149 1100 429 3 39 33 154 738 23 117 1310 59 3 28 28 82 0 4295 17:00 40 294 107 3 5 12 47 224 4 32 364 15 1 4 9 32 0 1193 17:15 45 351 103 4 9 15 43 148 6 35 302 23 0 3 15 28 0 1130 17:30 58 292 115 5 3 9 33 143 3 31 273 15 3 1 5 20 0 1009 17:45 43 349 117 1 8 5 34 134 2 37 254 14 3 10 14 22 0 1047 Total 186 1286 442 13 25 41 157 649 15 135 1193 67 7 18 43 102 0 4379 18:00 38 284 83 3 5 11 30 140 3 26 243 23 0 7 7 32 0 935 18:15 44 298 92 1 3 6 35 119 1 25 242 16 0 7 8 23 0 920 Grand Total 558 5356 2372 28 116 126 578 1898 58 608 4624 208 24 155 160 612 1 17482 Apprch %6.7 64.4 28.5 0.3 4.2 4.5 20.8 68.4 2.1 11.1 84.6 3.8 0.4 16.7 17.2 65.9 0.1 Total %3.2 30.6 13.6 0.2 0.7 0.7 3.3 10.9 0.3 3.5 26.5 1.2 0.1 0.9 0.9 3.5 0 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 67 File Name : H2402022 Site Code : 00000000 Start Date : 3/19/2024 Page No : 2 City of Newport Beach N-S Direction: Jamboree Rd E-W Direction: San Joaquin Hills Rd Jamboree Rd Southbound San Joaquin Hills Rd Westbound Jamboree Rd Northbound San Joaquin Hills Rd Eastbound Start Time Right Thru Left U Turn App. Total Right Thru Left Free Right U Turn App. Total Right Thru Left U Turn App. Total Right Thru Left U Turn 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 13 368 190 0 571 4 7 33 12 3 59 52 229 6 2 289 11 11 52 0 74 993 08:00 20 317 188 1 526 14 4 41 20 3 82 44 266 3 0 313 9 7 49 0 65 986 08:15 23 301 153 0 477 7 4 30 27 1 69 42 266 5 3 316 14 6 69 0 89 951 08:30 23 334 218 3 578 6 6 25 49 2 88 34 204 6 3 247 12 14 58 0 84 997 Total Volume 79 1320 749 4 2152 31 21 129 108 9 298 172 965 20 8 1165 46 38 228 0 312 3927 % App. Total 3.7 61.3 34.8 0.2 10.4 7 43.3 36.2 3 14.8 82.8 1.7 0.7 14.7 12.2 73.1 0 PHF .859 .897 .859 .333 .931 .554 .750 .787 .551 .750 .847 .827 .907 .833 .667 .922 .821 .679 .826 .000 .876 .985 Jamboree Rd S a n J o a q u i n H i l l s R d S a n J o a q u i n H i l l s R d Jamboree Rd Right 79 Thru 1320 Left 749 U Turn 4 InOut Total 1224 2152 3376 Rig h t 31 Th r u 21 Le f t 12 9 UTu r n 11 7 Ou t To t a l In 95 9 29 8 12 5 7 Left 20 Thru 965 Right 172 U Turn 8 Out TotalIn 1495 1165 2660 Le f t 22 8 Th r u 38 Ri g h t 46 U Tu r n 0 To t a l Ou t In 12 0 31 2 43 2 Peak Hour Begins at 07:45 Turning Movements Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 68 File Name : H2402022 Site Code : 00000000 Start Date : 3/19/2024 Page No : 3 City of Newport Beach N-S Direction: Jamboree Rd E-W Direction: San Joaquin Hills Rd Jamboree Rd Southbound San Joaquin Hills Rd Westbound Jamboree Rd Northbound San Joaquin Hills Rd Eastbound Start Time Right Thru Left U Turn App. Total Right Thru Left Free Right U Turn App. Total Right Thru Left U Turn App. Total Right Thru Left U Turn App. Total Int. Total Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 38 269 113 2 422 10 10 47 177 3 247 25 301 13 0 339 9 6 13 0 28 1036 16:45 41 304 106 1 452 9 8 40 193 6 256 24 317 25 1 367 7 7 22 0 36 1111 17:00 40 294 107 3 444 5 12 47 224 4 292 32 364 15 1 412 4 9 32 0 45 1193 17:15 45 351 103 4 503 9 15 43 148 6 221 35 302 23 0 360 3 15 28 0 46 1130 Total Volume 164 1218 429 10 1821 33 45 177 742 19 1016 116 1284 76 2 1478 23 37 95 0 155 4470 % App. Total 9 66.9 23.6 0.5 3.2 4.4 17.4 73 1.9 7.8 86.9 5.1 0.1 14.8 23.9 61.3 0 PHF .911 .868 .949 .625 .905 .825 .750 .941 .828 .792 .870 .829 .882 .760 .500 .897 .639 .617 .742 .000 .842 .937 Jamboree Rd S a n J o a q u i n H i l l s R d S a n J o a q u i n H i l l s R d Jamboree Rd Right 164 Thru 1218 Left 429 U Turn 10 InOut Total 1412 1821 3233 Rig h t 33 Th r u 45 Le f t 17 7 UTu r n 76 1 Ou t To t a l In 58 2 10 1 6 15 9 8 Left 76 Thru 1284 Right 116 U Turn 2 Out TotalIn 1418 1478 2896 Le f t 95 Th r u 37 Ri g h t 23 U Tu r n 0 To t a l Ou t In 28 5 15 5 44 0 Peak Hour Begins at 16:30 Turning Movements Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 69 File Name : JA5310 Site Code : 00000000 Start Date : 2/16/2023 Page No : 1 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Santa Barbara Dr Groups Printed- Turning Movement Count Jamboree Road Southbound Santa Barbara Drive Westbound Jamboree Road Northbound Santa Barbara Drive Eastbound Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 1 111 71 0 23 1 8 0 23 137 2 0 0 0 0 0 377 07:15 0 168 77 0 15 1 13 0 21 185 4 0 1 1 2 0 488 07:30 2 177 80 2 13 0 9 0 43 217 1 0 3 0 9 0 556 07:45 4 264 106 0 30 0 12 0 43 267 1 0 2 4 15 0 748 Total 7 720 334 2 81 2 42 0 130 806 8 0 6 5 26 0 2169 08:00 2 210 90 3 27 4 9 0 38 258 1 0 3 0 19 0 664 08:15 8 294 108 2 24 1 12 0 33 245 2 0 0 0 8 0 737 08:30 6 252 93 3 28 1 12 0 45 244 1 0 1 0 8 0 694 08:45 2 230 121 0 27 0 16 0 49 224 0 0 6 3 8 0 686 Total 18 986 412 8 106 6 49 0 165 971 4 0 10 3 43 0 2781 *** BREAK *** 16:30 9 336 45 0 90 3 46 0 28 247 2 1 4 2 6 0 819 16:45 8 290 59 2 67 0 63 0 29 248 6 1 4 1 1 0 779 Total 17 626 104 2 157 3 109 0 57 495 8 2 8 3 7 0 1598 17:00 2 319 33 4 105 3 68 0 30 269 3 0 2 1 5 0 844 17:15 10 329 46 1 81 1 61 0 27 255 5 1 2 1 2 0 822 17:30 7 287 44 2 83 1 55 0 20 218 4 1 1 3 4 0 730 17:45 11 332 51 1 66 4 44 0 25 216 1 0 3 1 4 0 759 Total 30 1267 174 8 335 9 228 0 102 958 13 2 8 6 15 0 3155 18:00 9 265 44 0 69 0 40 0 27 199 2 0 2 1 7 0 665 18:15 10 231 42 0 57 2 27 0 24 216 5 0 2 3 4 0 623 Grand Total 91 4095 1110 20 805 22 495 0 505 3645 40 4 36 21 102 0 10991 Apprch %1.7 77 20.9 0.4 60.9 1.7 37.4 0 12 86.9 1 0.1 22.6 13.2 64.2 0 Total %0.8 37.3 10.1 0.2 7.3 0.2 4.5 0 4.6 33.2 0.4 0 0.3 0.2 0.9 0 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 70 File Name : JA5310 Site Code : 00000000 Start Date : 2/16/2023 Page No : 2 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Santa Barbara Dr Jamboree Road Southbound Santa Barbara Drive Westbound Jamboree Road Northbound Santa Barbara Drive Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn 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 4 264 106 0 374 30 0 12 0 42 43 267 1 0 311 2 4 15 0 21 748 08:00 2 210 90 3 305 27 4 9 0 40 38 258 1 0 297 3 0 19 0 22 664 08:15 8 294 108 2 412 24 1 12 0 37 33 245 2 0 280 0 0 8 0 8 737 08:30 6 252 93 3 354 28 1 12 0 41 45 244 1 0 290 1 0 8 0 9 694 Total Volume 20 1020 397 8 1445 109 6 45 0 160 159 1014 5 0 1178 6 4 50 0 60 2843 % App. Total 1.4 70.6 27.5 0.6 68.1 3.8 28.1 0 13.5 86.1 0.4 0 10 6.7 83.3 0 PHF .625 .867 .919 .667 .877 .908 .375 .938 .000 .952 .883 .949 .625 .000 .947 .500 .250 .658 .000 .682 .950 Jamboree Road S a n t a B a r b a r a D r i v e S a n t a B a r b a r a D r i v e Jamboree Road Right 20 Thru 1020 Left 397 U-Turn 8 InOut Total 1173 1445 2618 Rig h t 10 9 Th r u 6 Le f t 45 U- T u r n 0 Ou t To t a l In 56 0 16 0 72 0 Left 5 Thru 1014 Right 159 U-Turn 0 Out TotalIn 1071 1178 2249 Le f t 50 Th r u 4 Ri g h t 6 U- T u r n 0 To t a l Ou t In 31 60 91 Peak Hour Begins at 07:45 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 71 File Name : JA5310 Site Code : 00000000 Start Date : 2/16/2023 Page No : 3 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Santa Barbara Dr Jamboree Road Southbound Santa Barbara Drive Westbound Jamboree Road Northbound Santa Barbara Drive Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 9 336 45 0 390 90 3 46 0 139 28 247 2 1 278 4 2 6 0 12 819 16:45 8 290 59 2 359 67 0 63 0 130 29 248 6 1 284 4 1 1 0 6 779 17:00 2 319 33 4 358 105 3 68 0 176 30 269 3 0 302 2 1 5 0 8 844 17:15 10 329 46 1 386 81 1 61 0 143 27 255 5 1 288 2 1 2 0 5 822 Total Volume 29 1274 183 7 1493 343 7 238 0 588 114 1019 16 3 1152 12 5 14 0 31 3264 % App. Total 1.9 85.3 12.3 0.5 58.3 1.2 40.5 0 9.9 88.5 1.4 0.3 38.7 16.1 45.2 0 PHF .725 .948 .775 .438 .957 .817 .583 .875 .000 .835 .950 .947 .667 .750 .954 .750 .625 .583 .000 .646 .967 Jamboree Road S a n t a B a r b a r a D r i v e S a n t a B a r b a r a D r i v e Jamboree Road Right 29 Thru 1274 Left 183 U-Turn 7 InOut Total 1376 1493 2869 Ri g h t 34 3 Th r u 7 Le f t 23 8 U- T u r n 0 Ou t To t a l In 30 2 58 8 89 0 Left 16 Thru 1019 Right 114 U-Turn 3 Out TotalIn 1524 1152 2676 Le f t 14 Th r u 5 Rig h t 12 U- T u r n 0 To t a l Ou t In 52 31 83 Peak Hour Begins at 16:30 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 72 File Name : NPB_Jam_Hyatt AM Site Code : 00324894 Start Date : 10/16/2024 Page No : 1 City of Newport Beach N/S: Jamboree Road E/W: Hyatt Regency/Island Lagoon Drive Weather: Clear Groups Printed- Total Volume Jamboree Road Southbound Island Lagoon Drive Westbound Jamboree Road Northbound Hyatt Regency 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 1 170 4 175 0 0 0 0 2 154 1 157 3 0 4 7 339 07:15 AM 3 219 6 228 1 0 2 3 6 183 0 189 6 0 3 9 429 07:30 AM 1 235 7 243 0 0 2 2 6 195 0 201 5 0 4 9 455 07:45 AM 1 284 8 293 2 0 1 3 2 327 2 331 9 0 4 13 640 Total 6 908 25 939 3 0 5 8 16 859 3 878 23 0 15 38 1863 08:00 AM 3 263 5 271 1 0 2 3 8 282 2 292 11 0 6 17 583 08:15 AM 3 254 13 270 0 0 1 1 9 287 0 296 7 0 8 15 582 08:30 AM 4 323 12 339 3 0 1 4 9 273 2 284 10 0 4 14 641 08:45 AM 5 327 12 344 5 0 1 6 11 270 0 281 7 0 5 12 643 Total 15 1167 42 1224 9 0 5 14 37 1112 4 1153 35 0 23 58 2449 Grand Total 21 2075 67 2163 12 0 10 22 53 1971 7 2031 58 0 38 96 4312 Apprch %1 95.9 3.1 54.5 0 45.5 2.6 97 0.3 60.4 0 39.6 Total %0.5 48.1 1.6 50.2 0.3 0 0.2 0.5 1.2 45.7 0.2 47.1 1.3 0 0.9 2.2 Jamboree Road Southbound Island Lagoon Drive Westbound Jamboree Road Northbound Hyatt Regency 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 08:00 AM 08:00 AM 3 263 5 271 1 0 2 3 8 282 2 292 11 0 6 17 583 08:15 AM 3 254 13 270 0 0 1 1 9 287 0 296 7 0 8 15 582 08:30 AM 4 323 12 339 3 0 1 4 9 273 2 284 10 0 4 14 641 08:45 AM 5 327 12 344 5 0 1 6 11 270 0 281 7 0 5 12 643 Total Volume 15 1167 42 1224 9 0 5 14 37 1112 4 1153 35 0 23 58 2449 % App. Total 1.2 95.3 3.4 64.3 0 35.7 3.2 96.4 0.3 60.3 0 39.7 PHF .750 .892 .808 .890 .450 .000 .625 .583 .841 .969 .500 .974 .795 .000 .719 .853 .952 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 73 File Name : NPB_Jam_Hyatt AM Site Code : 00324894 Start Date : 10/16/2024 Page No : 2 City of Newport Beach N/S: Jamboree Road E/W: Hyatt Regency/Island Lagoon Drive Weather: Clear Jamboree Road H y a t t R e g e n c y I s l a n d L a g o o n D r i v e Jamboree Road Right 42 Thru 1167 Left 15 InOut Total 1152 1224 2376 Ri g h t 5 Th r u 0 Le f t 9 Ou t To t a l In 19 14 33 Left 37 Thru 1112 Right 4 Out TotalIn 1199 1153 2352 Le f t 35 Th r u 0 Rig h t 23 To t a l Ou t In 79 58 13 7 Peak Hour Begins at 08:00 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 08:00 AM 07:45 AM 07:45 AM +0 mins.3 263 5 271 1 0 2 3 2 327 2 331 9 0 4 13 +15 mins.3 254 13 270 0 0 1 1 8 282 2 292 11 0 6 17 +30 mins.4 323 12 339 3 0 1 4 9 287 0 296 7 0 8 15 +45 mins.5 327 12 344 5 0 1 6 9 273 2 284 10 0 4 14 Total Volume 15 1167 42 1224 9 0 5 14 28 1169 6 1203 37 0 22 59 % App. Total 1.2 95.3 3.4 64.3 0 35.7 2.3 97.2 0.5 62.7 0 37.3 PHF .750 .892 .808 .890 .450 .000 .625 .583 .778 .894 .750 .909 .841 .000 .688 .868 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 74 File Name : NPB_Jam_Hyatt PM Site Code : 00324894 Start Date : 10/16/2024 Page No : 1 City of Newport Beach N/S: Jamboree Road E/W: Hyatt Regency/Island Lagoon Drive Weather: Clear Groups Printed- Total Volume Jamboree Road Southbound Island Lagoon Drive Westbound Jamboree Road Northbound Hyatt Regency 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 04:00 PM 10 315 10 335 7 0 7 14 2 304 3 309 11 0 11 22 680 04:15 PM 3 366 16 385 1 0 3 4 13 247 3 263 14 0 7 21 673 04:30 PM 9 375 8 392 2 0 2 4 3 282 6 291 8 1 9 18 705 04:45 PM 3 424 9 436 2 0 3 5 8 297 3 308 5 0 6 11 760 Total 25 1480 43 1548 12 0 15 27 26 1130 15 1171 38 1 33 72 2818 05:00 PM 5 422 13 440 3 0 3 6 4 262 7 273 10 0 12 22 741 05:15 PM 8 470 13 491 2 0 3 5 9 265 4 278 5 0 13 18 792 05:30 PM 4 441 12 457 0 0 0 0 6 264 3 273 7 0 6 13 743 05:45 PM 3 390 5 398 2 0 2 4 12 216 2 230 4 0 6 10 642 Total 20 1723 43 1786 7 0 8 15 31 1007 16 1054 26 0 37 63 2918 06:00 PM 2 357 7 366 1 0 0 1 4 275 1 280 11 0 17 28 675 06:15 PM 5 345 10 360 0 0 0 0 3 225 1 229 10 0 7 17 606 Grand Total 52 3905 103 4060 20 0 23 43 64 2637 33 2734 85 1 94 180 7017 Apprch %1.3 96.2 2.5 46.5 0 53.5 2.3 96.5 1.2 47.2 0.6 52.2 Total %0.7 55.7 1.5 57.9 0.3 0 0.3 0.6 0.9 37.6 0.5 39 1.2 0 1.3 2.6 Jamboree Road Southbound Island Lagoon Drive Westbound Jamboree Road Northbound Hyatt Regency 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 04:00 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 3 424 9 436 2 0 3 5 8 297 3 308 5 0 6 11 760 05:00 PM 5 422 13 440 3 0 3 6 4 262 7 273 10 0 12 22 741 05:15 PM 8 470 13 491 2 0 3 5 9 265 4 278 5 0 13 18 792 05:30 PM 4 441 12 457 0 0 0 0 6 264 3 273 7 0 6 13 743 Total Volume 20 1757 47 1824 7 0 9 16 27 1088 17 1132 27 0 37 64 3036 % App. Total 1.1 96.3 2.6 43.8 0 56.2 2.4 96.1 1.5 42.2 0 57.8 PHF .625 .935 .904 .929 .583 .000 .750 .667 .750 .916 .607 .919 .675 .000 .712 .727 .958 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 75 File Name : NPB_Jam_Hyatt PM Site Code : 00324894 Start Date : 10/16/2024 Page No : 2 City of Newport Beach N/S: Jamboree Road E/W: Hyatt Regency/Island Lagoon Drive Weather: Clear Jamboree Road H y a t t R e g e n c y I s l a n d L a g o o n D r i v e Jamboree Road Right 47 Thru 1757 Left 20 InOut Total 1124 1824 2948 Ri g h t 9 Th r u 0 Le f t 7 Ou t To t a l In 37 16 53 Left 27 Thru 1088 Right 17 Out TotalIn 1801 1132 2933 Le f t 27 Th r u 0 Rig h t 37 To t a l Ou t In 74 64 13 8 Peak Hour Begins at 04:45 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.3 424 9 436 7 0 7 14 2 304 3 309 11 0 11 22 +15 mins.5 422 13 440 1 0 3 4 13 247 3 263 14 0 7 21 +30 mins.8 470 13 491 2 0 2 4 3 282 6 291 8 1 9 18 +45 mins.4 441 12 457 2 0 3 5 8 297 3 308 5 0 6 11 Total Volume 20 1757 47 1824 12 0 15 27 26 1130 15 1171 38 1 33 72 % App. Total 1.1 96.3 2.6 44.4 0 55.6 2.2 96.5 1.3 52.8 1.4 45.8 PHF .625 .935 .904 .929 .429 .000 .536 .482 .500 .929 .625 .947 .679 .250 .750 .818 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 76 File Name : CH5440 Site Code : 00000000 Start Date : 2/16/2023 Page No : 1 City : Newport Beach N-S Direction : Bayside Dr E-W Direction: Coast Hwy Groups Printed- Turning Movement Count Bayside Drive Southbound Coast Highway Westbound Bayside Drive Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 3 1 6 0 1 142 6 3 4 3 21 0 64 285 3 0 542 07:15 4 1 8 0 5 193 4 2 10 3 53 0 69 423 8 0 783 07:30 8 2 6 0 6 193 6 4 7 2 62 0 76 536 10 0 918 07:45 8 5 10 0 3 274 1 7 7 1 82 0 89 556 8 1 1052 Total 23 9 30 0 15 802 17 16 28 9 218 0 298 1800 29 1 3295 08:00 8 1 5 0 1 318 4 4 10 3 75 0 90 578 9 1 1107 08:15 6 0 5 0 3 338 8 7 3 1 78 0 100 544 12 0 1105 08:30 10 1 7 0 1 312 7 8 10 3 79 0 105 562 2 0 1107 08:45 7 1 3 0 4 386 15 4 9 6 84 0 118 612 10 0 1259 Total 31 3 20 0 9 1354 34 23 32 13 316 0 413 2296 33 1 4578 *** BREAK *** 16:30 13 3 7 0 6 676 12 3 12 3 105 0 107 519 8 2 1476 16:45 9 2 4 0 12 558 19 4 10 6 113 0 99 393 7 2 1238 Total 22 5 11 0 18 1234 31 7 22 9 218 0 206 912 15 4 2714 17:00 16 2 4 0 8 737 20 7 3 6 122 0 103 464 7 1 1500 17:15 6 2 10 0 4 721 21 4 14 2 109 0 86 405 8 1 1393 17:30 5 5 6 0 5 510 19 0 5 1 93 0 111 401 10 1 1172 17:45 4 6 5 0 3 656 13 1 7 2 91 0 74 404 6 2 1274 Total 31 15 25 0 20 2624 73 12 29 11 415 0 374 1674 31 5 5339 18:00 7 0 9 0 12 459 13 4 7 4 69 0 71 370 10 1 1036 18:15 8 0 2 0 3 520 16 2 8 2 66 0 55 378 6 4 1070 Grand Total 122 32 97 0 77 6993 184 64 126 48 1302 0 1417 7430 124 16 18032 Apprch %48.6 12.7 38.6 0 1.1 95.6 2.5 0.9 8.5 3.3 88.2 0 15.8 82.7 1.4 0.2 Total %0.7 0.2 0.5 0 0.4 38.8 1 0.4 0.7 0.3 7.2 0 7.9 41.2 0.7 0.1 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 77 File Name : CH5440 Site Code : 00000000 Start Date : 2/16/2023 Page No : 2 City : Newport Beach N-S Direction : Bayside Dr E-W Direction: Coast Hwy Bayside Drive Southbound Coast Highway Westbound Bayside Drive Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn 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 8 1 5 0 14 1 318 4 4 327 10 3 75 0 88 90 578 9 1 678 1107 08:15 6 0 5 0 11 3 338 8 7 356 3 1 78 0 82 100 544 12 0 656 1105 08:30 10 1 7 0 18 1 312 7 8 328 10 3 79 0 92 105 562 2 0 669 1107 08:45 7 1 3 0 11 4 386 15 4 409 9 6 84 0 99 118 612 10 0 740 1259 Total Volume 31 3 20 0 54 9 1354 34 23 1420 32 13 316 0 361 413 2296 33 1 2743 4578 % App. Total 57.4 5.6 37 0 0.6 95.4 2.4 1.6 8.9 3.6 87.5 0 15.1 83.7 1.2 0 PHF .775 .750 .714 .000 .750 .563 .877 .567 .719 .868 .800 .542 .940 .000 .912 .875 .938 .688 .250 .927 .909 Bayside Drive C o a s t H i g h w a y C o a s t H i g h w a y Bayside Drive Right 31 Thru 3 Left 20 U-Turn 0 InOut Total 55 54 109 Ri g h t 9 Th r u 13 5 4 Le f t 34 U- T u r n 23 Ou t To t a l In 23 4 8 14 2 0 37 6 8 Left 316 Thru 13 Right 32 U-Turn 0 Out TotalIn 450 361 811 Le f t 33 Th r u 22 9 6 Rig h t 41 3 U- T u r n 1 To t a l Ou t In 17 0 1 27 4 3 44 4 4 Peak Hour Begins at 08:00 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 78 File Name : CH5440 Site Code : 00000000 Start Date : 2/16/2023 Page No : 3 City : Newport Beach N-S Direction : Bayside Dr E-W Direction: Coast Hwy Bayside Drive Southbound Coast Highway Westbound Bayside Drive Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 13 3 7 0 23 6 676 12 3 697 12 3 105 0 120 107 519 8 2 636 1476 16:45 9 2 4 0 15 12 558 19 4 593 10 6 113 0 129 99 393 7 2 501 1238 17:00 16 2 4 0 22 8 737 20 7 772 3 6 122 0 131 103 464 7 1 575 1500 17:15 6 2 10 0 18 4 721 21 4 750 14 2 109 0 125 86 405 8 1 500 1393 Total Volume 44 9 25 0 78 30 2692 72 18 2812 39 17 449 0 505 395 1781 30 6 2212 5607 % App. Total 56.4 11.5 32.1 0 1.1 95.7 2.6 0.6 7.7 3.4 88.9 0 17.9 80.5 1.4 0.3 PHF .688 .750 .625 .000 .848 .625 .913 .857 .643 .911 .696 .708 .920 .000 .964 .923 .858 .938 .750 .869 .935 Bayside Drive C o a s t H i g h w a y C o a s t H i g h w a y Bayside Drive Right 44 Thru 9 Left 25 U-Turn 0 InOut Total 77 78 155 Rig h t 30 Th r u 26 9 2 Le f t 72 U- T u r n 18 Ou t To t a l In 18 4 5 28 1 2 46 5 7 Left 449 Thru 17 Right 39 U-Turn 0 Out TotalIn 476 505 981 Le f t 30 Th r u 17 8 1 Ri g h t 39 5 U- T u r n 6 To t a l Ou t In 31 8 5 22 1 2 53 9 7 Peak Hour Begins at 16:30 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 79 File Name : CH5055 Site Code : 00000000 Start Date : 2/16/2023 Page No : 1 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Coast Hwy Groups Printed- Turning Movement Count Jamboree Road Southbound Coast Highway Westbound Jamboree Road Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 68 42 26 0 8 82 11 1 5 44 0 0 1 228 105 0 621 07:15 97 48 23 0 15 103 16 0 7 36 1 0 1 294 145 1 787 07:30 93 55 27 0 18 101 17 0 18 46 0 0 0 321 155 0 851 07:45 146 54 44 0 18 163 17 0 16 76 1 0 1 338 200 0 1074 Total 404 199 120 0 59 449 61 1 46 202 2 0 3 1181 605 1 3333 08:00 155 67 24 0 22 165 21 0 16 81 5 0 0 370 173 0 1099 08:15 190 68 40 0 24 171 19 0 14 53 2 0 1 392 178 0 1152 08:30 157 46 32 0 18 175 17 0 15 67 5 0 1 389 173 0 1095 08:45 197 73 46 0 21 187 23 0 13 54 4 0 3 432 174 1 1228 Total 699 254 142 0 85 698 80 0 58 255 16 0 5 1583 698 1 4574 *** BREAK *** 16:30 252 75 25 0 34 397 34 2 9 55 0 0 1 309 176 0 1369 16:45 247 96 26 0 37 360 20 1 19 67 4 0 3 283 168 1 1332 Total 499 171 51 0 71 757 54 3 28 122 4 0 4 592 344 1 2701 17:00 256 91 20 0 45 448 23 2 23 71 3 0 0 271 147 3 1403 17:15 283 75 30 0 41 455 20 1 8 56 6 0 2 306 189 2 1474 17:30 224 87 25 0 36 340 22 0 14 58 3 0 4 272 153 3 1241 17:45 259 90 22 0 35 370 22 0 26 63 13 0 1 270 130 1 1302 Total 1022 343 97 0 157 1613 87 3 71 248 25 0 7 1119 619 9 5420 18:00 217 83 31 0 37 291 14 1 14 46 2 0 2 235 176 3 1152 18:15 187 57 32 0 34 311 27 1 13 47 7 0 1 232 123 0 1072 Grand Total 3028 1107 473 0 443 4119 323 9 230 920 56 0 22 4942 2565 15 18252 Apprch %65.7 24 10.3 0 9.1 84.2 6.6 0.2 19.1 76.3 4.6 0 0.3 65.5 34 0.2 Total %16.6 6.1 2.6 0 2.4 22.6 1.8 0 1.3 5 0.3 0 0.1 27.1 14.1 0.1 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 80 File Name : CH5055 Site Code : 00000000 Start Date : 2/16/2023 Page No : 2 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Coast Hwy Jamboree Road Southbound Coast Highway Westbound Jamboree Road Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn 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 08:00 155 67 24 0 246 22 165 21 0 208 16 81 5 0 102 0 370 173 0 543 1099 08:15 190 68 40 0 298 24 171 19 0 214 14 53 2 0 69 1 392 178 0 571 1152 08:30 157 46 32 0 235 18 175 17 0 210 15 67 5 0 87 1 389 173 0 563 1095 08:45 197 73 46 0 316 21 187 23 0 231 13 54 4 0 71 3 432 174 1 610 1228 Total Volume 699 254 142 0 1095 85 698 80 0 863 58 255 16 0 329 5 1583 698 1 2287 4574 % App. Total 63.8 23.2 13 0 9.8 80.9 9.3 0 17.6 77.5 4.9 0 0.2 69.2 30.5 0 PHF .887 .870 .772 .000 .866 .885 .933 .870 .000 .934 .906 .787 .800 .000 .806 .417 .916 .980 .250 .937 .931 Jamboree Road C o a s t H i g h w a y C o a s t H i g h w a y Jamboree Road Right 699 Thru 254 Left 142 U-Turn 0 InOut Total 1038 1095 2133 Rig h t 85 Th r u 69 8 Le f t 80 U- T u r n 0 Ou t To t a l In 17 8 3 86 3 26 4 6 Left 16 Thru 255 Right 58 U-Turn 0 Out TotalIn 339 329 668 Le f t 69 8 Th r u 15 8 3 Ri g h t 5 U- T u r n 1 To t a l Ou t In 14 1 3 22 8 7 37 0 0 Peak Hour Begins at 08:00 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 81 File Name : CH5055 Site Code : 00000000 Start Date : 2/16/2023 Page No : 3 City : Newport Beach N-S Direction : Jamboree Rd E-W Direction: Coast Hwy Jamboree Road Southbound Coast Highway Westbound Jamboree Road Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 252 75 25 0 352 34 397 34 2 467 9 55 0 0 64 1 309 176 0 486 1369 16:45 247 96 26 0 369 37 360 20 1 418 19 67 4 0 90 3 283 168 1 455 1332 17:00 256 91 20 0 367 45 448 23 2 518 23 71 3 0 97 0 271 147 3 421 1403 17:15 283 75 30 0 388 41 455 20 1 517 8 56 6 0 70 2 306 189 2 499 1474 Total Volume 1038 337 101 0 1476 157 1660 97 6 1920 59 249 13 0 321 6 1169 680 6 1861 5578 % App. Total 70.3 22.8 6.8 0 8.2 86.5 5.1 0.3 18.4 77.6 4 0 0.3 62.8 36.5 0.3 PHF .917 .878 .842 .000 .951 .872 .912 .713 .750 .927 .641 .877 .542 .000 .827 .500 .946 .899 .500 .932 .946 Jamboree Road C o a s t H i g h w a y C o a s t H i g h w a y Jamboree Road Right 1038 Thru 337 Left 101 U-Turn 0 InOut Total 1086 1476 2562 Ri g h t 15 7 Th r u 16 6 0 Le f t 97 U- T u r n 6 Ou t To t a l In 13 2 9 19 2 0 32 4 9 Left 13 Thru 249 Right 59 U-Turn 0 Out TotalIn 440 321 761 Le f t 68 0 Th r u 11 6 9 Rig h t 6 U- T u r n 6 To t a l Ou t In 27 1 1 18 6 1 45 7 2 Peak Hour Begins at 16:30 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 82 File Name : CH5330 Site Code : 00000000 Start Date : 2/16/2023 Page No : 1 City : Newport Beach N-S Direction : Newport Center Dr E-W Direction: Coast Hwy Groups Printed- Turning Movement Count Newport Center Drive Southbound Coast Highway Westbound Dead End Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 6 0 4 0 13 128 0 0 0 0 0 0 0 179 27 0 357 07:15 7 0 5 0 14 131 0 0 0 0 0 0 0 281 44 0 482 07:30 19 0 2 0 11 152 0 0 0 0 0 0 0 322 58 0 564 07:45 11 0 12 0 24 240 0 0 0 0 0 0 0 382 94 0 763 Total 43 0 23 0 62 651 0 0 0 0 0 0 0 1164 223 0 2166 08:00 20 0 8 0 19 227 0 0 0 0 0 0 0 339 86 0 699 08:15 17 0 7 0 28 230 0 0 0 0 0 0 0 372 88 0 742 08:30 30 0 7 0 20 224 0 0 0 0 0 0 0 337 77 0 695 08:45 38 0 10 0 30 225 0 0 0 0 0 0 0 422 102 0 827 Total 105 0 32 0 97 906 0 0 0 0 0 0 0 1470 353 0 2963 *** BREAK *** 16:30 141 0 29 0 25 360 0 0 0 0 0 0 0 300 60 0 915 16:45 122 0 24 0 23 387 0 0 0 0 0 0 0 274 81 0 911 Total 263 0 53 0 48 747 0 0 0 0 0 0 0 574 141 0 1826 17:00 170 0 36 0 31 450 0 0 0 0 0 0 0 272 54 0 1013 17:15 146 0 30 0 21 371 0 0 0 0 0 0 0 294 49 1 912 17:30 122 0 21 0 23 371 0 0 0 0 0 0 0 282 62 0 881 17:45 97 0 27 1 30 353 0 0 0 0 0 0 0 242 57 0 807 Total 535 0 114 1 105 1545 0 0 0 0 0 0 0 1090 222 1 3613 18:00 120 0 33 0 29 293 0 0 0 0 0 0 0 229 62 0 766 18:15 84 0 23 0 25 310 0 0 0 0 0 0 0 264 56 0 762 Grand Total 1150 0 278 1 366 4452 0 0 0 0 0 0 0 4791 1057 1 12096 Apprch %80.5 0 19.5 0.1 7.6 92.4 0 0 0 0 0 0 0 81.9 18.1 0 Total %9.5 0 2.3 0 3 36.8 0 0 0 0 0 0 0 39.6 8.7 0 Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 83 File Name : CH5330 Site Code : 00000000 Start Date : 2/16/2023 Page No : 2 City : Newport Beach N-S Direction : Newport Center Dr E-W Direction: Coast Hwy Newport Center Drive Southbound Coast Highway Westbound Dead End Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn 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 20 0 8 0 28 19 227 0 0 246 0 0 0 0 0 0 339 86 0 425 699 08:15 17 0 7 0 24 28 230 0 0 258 0 0 0 0 0 0 372 88 0 460 742 08:30 30 0 7 0 37 20 224 0 0 244 0 0 0 0 0 0 337 77 0 414 695 08:45 38 0 10 0 48 30 225 0 0 255 0 0 0 0 0 0 422 102 0 524 827 Total Volume 105 0 32 0 137 97 906 0 0 1003 0 0 0 0 0 0 1470 353 0 1823 2963 % App. Total 76.6 0 23.4 0 9.7 90.3 0 0 0 0 0 0 0 80.6 19.4 0 PHF .691 .000 .800 .000 .714 .808 .985 .000 .000 .972 .000 .000 .000 .000 .000 .000 .871 .865 .000 .870 .896 Newport Center Drive C o a s t H i g h w a y C o a s t H i g h w a y Dead End Right 105 Thru 0 Left 32 U-Turn 0 InOut Total 450 137 587 Rig h t 97 Th r u 90 6 Le f t 0 U- T u r n 0 Ou t To t a l In 15 0 2 10 0 3 25 0 5 Left 0 Thru 0 Right 0 U-Turn 0 Out TotalIn 0 0 0 Le f t 35 3 Th r u 14 7 0 Ri g h t 0 U- T u r n 0 To t a l Ou t In 10 1 1 18 2 3 28 3 4 Peak Hour Begins at 08:00 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 84 File Name : CH5330 Site Code : 00000000 Start Date : 2/16/2023 Page No : 3 City : Newport Beach N-S Direction : Newport Center Dr E-W Direction: Coast Hwy Newport Center Drive Southbound Coast Highway Westbound Dead End Northbound Coast Highway Eastbound Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 141 0 29 0 170 25 360 0 0 385 0 0 0 0 0 0 300 60 0 360 915 16:45 122 0 24 0 146 23 387 0 0 410 0 0 0 0 0 0 274 81 0 355 911 17:00 170 0 36 0 206 31 450 0 0 481 0 0 0 0 0 0 272 54 0 326 1013 17:15 146 0 30 0 176 21 371 0 0 392 0 0 0 0 0 0 294 49 1 344 912 Total Volume 579 0 119 0 698 100 1568 0 0 1668 0 0 0 0 0 0 1140 244 1 1385 3751 % App. Total 83 0 17 0 6 94 0 0 0 0 0 0 0 82.3 17.6 0.1 PHF .851 .000 .826 .000 .847 .806 .871 .000 .000 .867 .000 .000 .000 .000 .000 .000 .950 .753 .250 .962 .926 Newport Center Drive C o a s t H i g h w a y C o a s t H i g h w a y Dead End Right 579 Thru 0 Left 119 U-Turn 0 InOut Total 344 698 1042 Ri g h t 10 0 Th r u 15 6 8 Le f t 0 U- T u r n 0 Ou t To t a l In 12 5 9 16 6 8 29 2 7 Left 0 Thru 0 Right 0 U-Turn 0 Out TotalIn 0 0 0 Le f t 24 4 Th r u 11 4 0 Rig h t 0 U- T u r n 1 To t a l Ou t In 21 4 7 13 8 5 35 3 2 Peak Hour Begins at 16:30 Turning Movement Count Peak Hour Data North Transportation Studies, Inc 2640 Walnut Avenue, Suite L Tustin, CA. 92780 85 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx «12/18/24» APPENDIX B ICU WORKSHEETS 86 Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 2 5 P a g e 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sc e n a r i o R e p o r t Sc e n a r i o : Ex i s t i n g A M Co m m a n d : De f a u l t C o m m a n d Vo l u m e : Ex i s t i n g A M Ge o m e t r y : De f a u l t G e o m e t r y Im p a c t F e e : De f a u l t I m p a c t F e e Tr i p G e n e r a t i o n : De f a u l t T r i p G e n e r a t i o n Tr i p D i s t r i b u t i o n : D e f a u l t T r i p D i s t r i b u t i o n Pa t h s : De f a u l t P a t h Ro u t e s : De f a u l t R o u t e Co n f i g u r a t i o n : De f a u l t C o n f i g u r a t i o n T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 2 7 P a g e 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Im p a c t A n a l y s i s R e p o r t Le v e l O f S e r v i c e In t e r s e c t i o n Ba s e Fu t u r e Ch a n g e De l / V / De l / V / i n LO S V e h C L O S V e h C # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d B x x x x x 0 . 6 7 9 B x x x x x 0 . 6 7 9 + 0 . 0 0 0 V / C # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s A x x x x x 0 . 5 5 1 A x x x x x 0 . 5 5 1 + 0 . 0 0 0 V / C # 3 J a m b o r e e R d / S a n t a B a r b a r a D r A x x x x x 0 . 4 4 1 A x x x x x 0 . 4 4 1 + 0 . 0 0 0 V / C # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a A x x x x x 0 . 2 9 7 A x x x x x 0 . 2 9 7 + 0 . 0 0 0 V / C # 5 B a y s i d e D r / C o a s t H w y B x x x x x 0 . 6 1 4 B x x x x x 0 . 6 1 4 + 0 . 0 0 0 V / C # 6 J a m b o r e e R d / C o a s t H w y A x x x x x 0 . 4 6 4 A x x x x x 0 . 4 6 4 + 0 . 0 0 0 V / C # 7 N e w p o r t C e n t e r D r / C o a s t H w y A x x x x x 0 . 3 1 9 A x x x x x 0 . 3 1 9 + 0 . 0 0 0 V / C T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 87 Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 2 8 P a g e 3 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 6 7 9 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 7 1 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I g n o r e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 2 1 0 1 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 5 1 6 9 2 9 9 9 5 2 1 4 5 8 1 0 1 1 8 7 2 5 0 4 2 3 1 6 9 3 9 4 1 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 5 1 6 9 2 9 9 9 5 2 1 4 5 8 1 0 1 1 8 7 2 5 0 4 2 3 1 6 9 3 9 4 1 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 5 1 6 9 2 9 9 9 5 2 1 4 5 8 1 0 1 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 5 1 6 9 2 9 9 9 5 2 1 4 5 8 1 0 1 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 5 1 6 9 2 9 9 9 5 2 1 4 5 8 1 0 1 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 0 0 2 . 7 1 0 . 2 9 1 . 0 0 3 . 0 0 1 . 0 0 1 . 2 8 1 . 7 2 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 Fi n a l S a t . : 3 2 0 0 4 3 3 8 4 6 2 1 6 0 0 4 8 0 0 1 6 0 0 2 0 5 4 2 7 4 6 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 6 0 . 2 1 0 . 2 1 0 . 0 3 0 . 3 0 0 . 0 6 0 . 0 9 0 . 0 9 0 . 0 0 0 . 1 1 0 . 1 2 0 . 0 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 3 0 P a g e 4 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 5 1 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 1 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I g n o r e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 2 8 9 6 5 1 7 2 7 5 3 1 3 2 0 7 9 2 2 8 3 8 4 6 1 3 8 2 1 3 1 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 2 8 9 6 5 1 7 2 7 5 3 1 3 2 0 7 9 2 2 8 3 8 4 6 1 3 8 2 1 3 1 Us e r A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 2 8 9 6 5 0 7 5 3 1 3 2 0 0 2 2 8 3 8 4 6 1 3 8 2 1 3 1 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 2 8 9 6 5 0 7 5 3 1 3 2 0 0 2 2 8 3 8 4 6 1 3 8 2 1 3 1 PC E A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 2 8 9 6 5 0 7 5 3 1 3 2 0 0 2 2 8 3 8 4 6 1 3 8 2 1 3 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 2 0 . 2 0 0 . 0 0 0 . 2 4 0 . 2 8 0 . 0 0 0 . 0 7 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 1 0 . 0 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 88 Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 3 2 P a g e 5 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 3 J a m b o r e e R d / S a n t a B a r b a r a D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 4 1 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 1 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 0 1 0 1 1 1 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 5 1 0 2 4 1 6 1 4 0 9 1 0 3 0 2 0 5 0 4 6 4 5 6 1 0 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 5 1 0 2 4 1 6 1 4 0 9 1 0 3 0 2 0 5 0 4 6 4 5 6 1 0 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 5 1 0 2 4 1 6 1 4 0 9 1 0 3 0 2 0 5 0 4 6 4 5 6 1 0 9 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 5 1 0 2 4 1 6 1 4 0 9 1 0 3 0 2 0 5 0 4 6 4 5 6 1 0 9 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 5 1 0 2 4 1 6 1 4 0 9 1 0 3 0 2 0 5 0 4 6 4 5 6 1 0 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 7 6 0 . 2 4 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 2 8 2 4 3 7 6 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 2 1 0 . 1 0 0 . 1 3 0 . 2 1 0 . 0 1 0 . 0 3 0 . 0 0 0 . 0 0 0 . 0 2 0 . 0 2 0 . 0 7 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 3 4 P a g e 6 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a n d L a g o o n ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 2 9 7 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 2 6 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P e r m i t t e d P e r m i t t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 1 0 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 7 1 1 1 2 4 1 5 1 1 6 7 4 2 3 5 0 2 3 9 0 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 7 1 1 1 2 4 1 5 1 1 6 7 4 2 3 5 0 2 3 9 0 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 7 1 1 1 2 4 1 5 1 1 6 7 4 2 3 5 0 2 3 9 0 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 7 1 1 1 2 4 1 5 1 1 6 7 4 2 3 5 0 2 3 9 0 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 7 1 1 1 2 4 1 5 1 1 6 7 4 2 3 5 0 2 3 9 0 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 9 0 0 . 1 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 4 6 3 3 1 6 7 1 6 0 0 0 1 6 0 0 1 6 0 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 2 0 . 2 3 0 . 0 0 0 . 0 1 0 . 2 5 0 . 2 5 0 . 0 2 0 . 0 0 0 . 0 1 0 . 0 1 0 . 0 0 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 89 Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 3 7 P a g e 7 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 5 B a y s i d e D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 6 1 4 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 9 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S p l i t P h a s e S p l i t P h a s e P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 1 ! 0 0 1 0 1 0 1 1 0 3 0 1 1 0 3 1 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 1 6 1 1 3 2 2 0 3 3 1 3 4 2 3 1 9 4 1 7 5 8 1 3 6 8 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 1 6 1 1 3 2 2 0 3 3 1 3 4 2 3 1 9 4 1 7 5 8 1 3 6 8 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 1 6 1 1 3 2 2 0 3 3 1 3 4 2 3 1 9 4 1 7 5 8 1 3 6 8 9 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 1 6 1 1 3 2 2 0 3 3 1 3 4 2 3 1 9 4 1 7 5 8 1 3 6 8 9 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 1 6 1 1 3 2 2 0 3 3 1 3 4 2 3 1 9 4 1 7 5 8 1 3 6 8 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 6 4 0 . 0 9 0 . 2 7 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 3 . 9 7 0 . 0 3 Fi n a l S a t . : 4 2 2 5 1 4 7 4 2 8 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 6 3 5 8 4 2 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 7 0 . 0 7 0 . 0 7 0 . 0 1 0 . 0 0 0 . 0 2 0 . 0 2 0 . 4 8 0 . 2 6 0 . 0 4 0 . 2 2 0 . 2 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 3 8 P a g e 8 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 6 J a m b o r e e R d / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 6 4 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 3 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 1 1 0 1 0 2 0 1 3 0 3 1 0 2 0 4 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 6 2 5 8 5 9 1 4 3 2 5 7 7 0 6 7 0 6 1 5 9 9 5 8 1 6 9 6 8 6 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 6 2 5 8 5 9 1 4 3 2 5 7 7 0 6 7 0 6 1 5 9 9 5 8 1 6 9 6 8 6 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 6 2 5 8 5 9 1 4 3 2 5 7 0 7 0 6 1 5 9 9 5 8 1 6 9 6 8 6 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 6 2 5 8 5 9 1 4 3 2 5 7 0 7 0 6 1 5 9 9 5 8 1 6 9 6 8 6 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 6 2 5 8 5 9 1 4 3 2 5 7 0 7 0 6 1 5 9 9 5 8 1 6 9 6 8 6 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 6 3 0 . 3 7 1 . 0 0 2 . 0 0 1 . 0 0 3 . 0 0 3 . 9 9 0 . 0 1 2 . 0 0 4 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 2 6 0 4 5 9 6 1 6 0 0 3 2 0 0 1 6 0 0 4 8 0 0 6 3 8 0 2 0 3 2 0 0 6 4 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 1 0 0 . 1 0 0 . 0 9 0 . 0 8 0 . 0 0 0 . 1 5 0 . 2 5 0 . 2 5 0 . 0 3 0 . 1 1 0 . 0 5 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 90 Ex i s t i n g A M T u e D e c 1 0 , 2 0 2 4 1 7 : 1 5 : 4 0 P a g e 9 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 7 N e w p o r t C e n t e r D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 3 1 9 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 2 7 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P e r m i t t e d P e r m i t t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I g n o r e Mi n . G r e e n : 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 La n e s : 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 0 0 0 3 2 0 1 0 5 3 5 7 1 4 8 5 0 0 9 1 5 9 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 0 0 0 3 2 0 1 0 5 3 5 7 1 4 8 5 0 0 9 1 5 9 8 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F V o l u m e : 0 0 0 3 2 0 0 3 5 7 1 4 8 5 0 0 9 1 5 0 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 0 0 0 3 2 0 0 3 5 7 1 4 8 5 0 0 9 1 5 0 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 Fi n a l V o l u m e : 0 0 0 3 2 0 0 3 5 7 1 4 8 5 0 0 9 1 5 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 0 . 0 0 0 . 0 0 0 . 0 0 2 . 0 0 0 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 0 . 0 0 0 . 0 0 3 . 0 0 1 . 0 0 Fi n a l S a t . : 0 0 0 3 2 0 0 0 1 6 0 0 3 2 0 0 4 8 0 0 0 0 4 8 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 0 0 0 . 0 0 0 . 0 1 0 . 0 0 0 . 0 0 0 . 1 1 0 . 3 1 0 . 0 0 0 . 0 0 0 . 1 9 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 91 Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 3 2 P a g e 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S c e n a r i o R e p o r t Sc e n a r i o : E x i s t i n g P M Co m m a n d : D e f a u l t C o m m a n d Vo l u m e : E x i s t i n g P M Ge o m e t r y : D e f a u l t G e o m e t r y Im p a c t F e e : D e f a u l t I m p a c t F e e Tr i p G e n e r a t i o n : D e f a u l t T r i p G e n e r a t i o n Tr i p D i s t r i b u t i o n : D e f a u l t T r i p D i s t r i b u t i o n Pa t h s : D e f a u l t P a t h Ro u t e s : D e f a u l t R o u t e Co n f i g u r a t i o n : D e f a u l t C o n f i g u r a t i o n T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 3 4 P a g e 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I m p a c t A n a l y s i s R e p o r t L e v e l O f S e r v i c e In t e r s e c t i o n B a s e F u t u r e C h a n g e D e l / V / D e l / V / i n L O S V e h C L O S V e h C # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d A x x x x x 0 . 5 2 6 A x x x x x 0 . 5 2 6 + 0 . 0 0 0 V / C # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s A x x x x x 0 . 4 9 6 A x x x x x 0 . 4 9 6 + 0 . 0 0 0 V / C # 3 J a m b o r e e R d / S a n t a B a r b a r a D r A x x x x x 0 . 5 0 3 A x x x x x 0 . 5 0 3 + 0 . 0 0 0 V / C # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a A x x x x x 0 . 4 1 5 A x x x x x 0 . 4 1 5 + 0 . 0 0 0 V / C # 5 B a y s i d e D r / C o a s t H w y A x x x x x 0 . 5 8 5 A x x x x x 0 . 5 8 5 + 0 . 0 0 0 V / C # 6 J a m b o r e e R d / C o a s t H w y A x x x x x 0 . 5 6 7 A x x x x x 0 . 5 6 7 + 0 . 0 0 0 V / C # 7 N e w p o r t C e n t e r D r / C o a s t H w y A x x x x x 0 . 4 4 4 A x x x x x 0 . 4 4 4 + 0 . 0 0 0 V / C T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 92 Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 3 5 P a g e 3 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 2 6 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 8 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I g n o r e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 2 1 0 1 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 1 7 1 5 9 0 2 0 5 4 8 1 3 0 8 7 3 6 1 1 5 9 2 9 2 1 9 5 1 5 3 2 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 1 7 1 5 9 0 2 0 5 4 8 1 3 0 8 7 3 6 1 1 5 9 2 9 2 1 9 5 1 5 3 2 8 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 1 7 1 5 9 0 2 0 5 4 8 1 3 0 8 7 3 6 1 1 5 9 0 1 9 5 1 5 3 2 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 1 7 1 5 9 0 2 0 5 4 8 1 3 0 8 7 3 6 1 1 5 9 0 1 9 5 1 5 3 2 8 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 1 7 1 5 9 0 2 0 5 4 8 1 3 0 8 7 3 6 1 1 5 9 0 1 9 5 1 5 3 2 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 0 0 2 . 6 6 0 . 3 4 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 6 8 1 . 3 2 1 . 0 0 Fi n a l S a t . : 3 2 0 0 4 2 5 2 5 4 8 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 2 6 9 0 2 1 1 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 0 0 . 3 7 0 . 3 7 0 . 0 3 0 . 2 7 0 . 0 5 0 . 0 4 0 . 0 5 0 . 0 0 0 . 0 7 0 . 0 7 0 . 0 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 3 6 P a g e 4 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 9 6 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 5 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I g n o r e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 7 8 1 2 8 4 1 1 6 4 3 9 1 2 1 8 1 6 4 9 5 3 7 2 3 1 9 6 4 5 3 3 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 7 8 1 2 8 4 1 1 6 4 3 9 1 2 1 8 1 6 4 9 5 3 7 2 3 1 9 6 4 5 3 3 Us e r A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 7 8 1 2 8 4 0 4 3 9 1 2 1 8 0 9 5 3 7 2 3 1 9 6 4 5 3 3 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 7 8 1 2 8 4 0 4 3 9 1 2 1 8 0 9 5 3 7 2 3 1 9 6 4 5 3 3 PC E A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 7 8 1 2 8 4 0 4 3 9 1 2 1 8 0 9 5 3 7 2 3 1 9 6 4 5 3 3 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 5 0 . 2 7 0 . 0 0 0 . 1 4 0 . 2 5 0 . 0 0 0 . 0 3 0 . 0 2 0 . 0 1 0 . 0 6 0 . 0 3 0 . 0 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 93 Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 3 7 P a g e 5 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 3 J a m b o r e e R d / S a n t a B a r b a r a D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 0 3 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 6 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 0 1 0 1 1 1 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 9 1 0 2 9 1 1 5 1 9 2 1 2 8 7 2 9 1 4 5 1 2 2 3 8 7 3 4 3 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 9 1 0 2 9 1 1 5 1 9 2 1 2 8 7 2 9 1 4 5 1 2 2 3 8 7 3 4 3 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 9 1 0 2 9 1 1 5 1 9 2 1 2 8 7 2 9 1 4 5 1 2 2 3 8 7 3 4 3 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 9 1 0 2 9 1 1 5 1 9 2 1 2 8 7 2 9 1 4 5 1 2 2 3 8 7 3 4 3 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 9 1 0 2 9 1 1 5 1 9 2 1 2 8 7 2 9 1 4 5 1 2 2 3 8 7 3 4 3 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 9 4 0 . 0 6 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 3 1 0 9 9 1 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 2 1 0 . 0 7 0 . 0 6 0 . 2 7 0 . 0 2 0 . 0 1 0 . 0 0 0 . 0 1 0 . 0 8 0 . 0 8 0 . 2 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 3 8 P a g e 6 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a n d L a g o o n ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 1 5 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 3 2 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P e r m i t t e d P e r m i t t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 1 0 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 2 7 1 0 8 8 1 7 2 0 1 7 5 7 4 7 2 7 0 3 7 7 0 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 2 7 1 0 8 8 1 7 2 0 1 7 5 7 4 7 2 7 0 3 7 7 0 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 2 7 1 0 8 8 1 7 2 0 1 7 5 7 4 7 2 7 0 3 7 7 0 9 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 2 7 1 0 8 8 1 7 2 0 1 7 5 7 4 7 2 7 0 3 7 7 0 9 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 2 7 1 0 8 8 1 7 2 0 1 7 5 7 4 7 2 7 0 3 7 7 0 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 9 2 0 . 0 8 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 4 6 7 5 1 2 5 1 6 0 0 0 1 6 0 0 1 6 0 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 2 0 . 2 3 0 . 0 1 0 . 0 1 0 . 3 8 0 . 3 8 0 . 0 2 0 . 0 0 0 . 0 2 0 . 0 0 0 . 0 0 0 . 0 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 94 Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 3 9 P a g e 7 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 5 B a y s i d e D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 8 5 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 5 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S p l i t P h a s e S p l i t P h a s e P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 1 ! 0 0 1 0 1 0 1 1 0 3 0 1 1 0 3 1 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 4 4 9 1 7 3 9 2 5 9 4 4 3 6 1 7 9 9 3 9 9 9 1 2 7 1 9 3 0 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 4 4 9 1 7 3 9 2 5 9 4 4 3 6 1 7 9 9 3 9 9 9 1 2 7 1 9 3 0 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 4 4 9 1 7 3 9 2 5 9 4 4 3 6 1 7 9 9 3 9 9 9 1 2 7 1 9 3 0 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 4 4 9 1 7 3 9 2 5 9 4 4 3 6 1 7 9 9 3 9 9 9 1 2 7 1 9 3 0 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 4 4 9 1 7 3 9 2 5 9 4 4 3 6 1 7 9 9 3 9 9 9 1 2 7 1 9 3 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 6 7 0 . 1 0 0 . 2 3 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 3 . 9 6 0 . 0 4 Fi n a l S a t . : 4 2 6 8 1 6 2 3 7 1 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 6 3 3 0 7 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 1 0 . 1 1 0 . 1 1 0 . 0 2 0 . 0 1 0 . 0 3 0 . 0 2 0 . 3 7 0 . 2 5 0 . 0 6 0 . 4 3 0 . 4 3 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 4 0 P a g e 8 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 6 J a m b o r e e R d / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 6 7 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 3 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 1 1 0 1 0 2 0 1 3 0 3 1 0 2 0 4 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 3 2 5 1 6 0 1 0 2 3 4 0 1 0 4 8 6 9 3 1 1 8 1 6 1 0 4 1 6 7 7 1 5 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 3 2 5 1 6 0 1 0 2 3 4 0 1 0 4 8 6 9 3 1 1 8 1 6 1 0 4 1 6 7 7 1 5 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 3 2 5 1 6 0 1 0 2 3 4 0 0 6 9 3 1 1 8 1 6 1 0 4 1 6 7 7 1 5 9 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 3 2 5 1 6 0 1 0 2 3 4 0 0 6 9 3 1 1 8 1 6 1 0 4 1 6 7 7 1 5 9 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 3 2 5 1 6 0 1 0 2 3 4 0 0 6 9 3 1 1 8 1 6 1 0 4 1 6 7 7 1 5 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 6 1 0 . 3 9 1 . 0 0 2 . 0 0 1 . 0 0 3 . 0 0 3 . 9 8 0 . 0 2 2 . 0 0 4 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 2 5 8 3 6 1 7 1 6 0 0 3 2 0 0 1 6 0 0 4 8 0 0 6 3 6 8 3 2 3 2 0 0 6 4 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 1 0 0 . 1 0 0 . 0 6 0 . 1 1 0 . 0 0 0 . 1 4 0 . 1 9 0 . 1 9 0 . 0 3 0 . 2 6 0 . 1 0 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 95 Ex i s t i n g P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 3 : 4 2 P a g e 9 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 7 N e w p o r t C e n t e r D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 4 4 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 3 3 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P e r m i t t e d P e r m i t t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I g n o r e Mi n . G r e e n : 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 La n e s : 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 0 0 0 1 1 9 0 5 7 9 2 4 7 1 1 5 1 0 0 1 5 8 4 1 0 1 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 0 0 0 1 1 9 0 5 7 9 2 4 7 1 1 5 1 0 0 1 5 8 4 1 0 1 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F V o l u m e : 0 0 0 1 1 9 0 0 2 4 7 1 1 5 1 0 0 1 5 8 4 0 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 0 0 0 1 1 9 0 0 2 4 7 1 1 5 1 0 0 1 5 8 4 0 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 Fi n a l V o l u m e : 0 0 0 1 1 9 0 0 2 4 7 1 1 5 1 0 0 1 5 8 4 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 0 . 0 0 0 . 0 0 0 . 0 0 2 . 0 0 0 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 0 . 0 0 0 . 0 0 3 . 0 0 1 . 0 0 Fi n a l S a t . : 0 0 0 3 2 0 0 0 1 6 0 0 3 2 0 0 4 8 0 0 0 0 4 8 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 0 0 0 . 0 0 0 . 0 4 0 . 0 0 0 . 0 0 0 . 0 8 0 . 2 4 0 . 0 0 0 . 0 0 0 . 3 3 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 96 Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 3 9 P a g e 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S c e n a r i o R e p o r t Sc e n a r i o : F u t u r e Y e a r 2 0 2 6 A M Co m m a n d : D e f a u l t C o m m a n d Vo l u m e : F u t u r e Y e a r A M Ge o m e t r y : D e f a u l t G e o m e t r y Im p a c t F e e : D e f a u l t I m p a c t F e e Tr i p G e n e r a t i o n : D e f a u l t T r i p G e n e r a t i o n Tr i p D i s t r i b u t i o n : D e f a u l t T r i p D i s t r i b u t i o n Pa t h s : D e f a u l t P a t h Ro u t e s : D e f a u l t R o u t e Co n f i g u r a t i o n : D e f a u l t C o n f i g u r a t i o n T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 0 P a g e 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I m p a c t A n a l y s i s R e p o r t L e v e l O f S e r v i c e In t e r s e c t i o n B a s e F u t u r e C h a n g e D e l / V / D e l / V / i n L O S V e h C L O S V e h C # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d B x x x x x 0 . 6 9 8 B x x x x x 0 . 6 9 8 + 0 . 0 0 0 V / C # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s A x x x x x 0 . 5 7 8 A x x x x x 0 . 5 7 8 + 0 . 0 0 0 V / C # 3 J a m b o r e e R d / S a n t a B a r b a r a D r A x x x x x 0 . 4 5 5 A x x x x x 0 . 4 5 5 + 0 . 0 0 0 V / C # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a A x x x x x 0 . 3 1 1 A x x x x x 0 . 3 1 1 + 0 . 0 0 0 V / C # 5 B a y s i d e D r / C o a s t H w y B x x x x x 0 . 6 5 2 B x x x x x 0 . 6 5 2 + 0 . 0 0 0 V / C # 6 J a m b o r e e R d / C o a s t H w y A x x x x x 0 . 4 8 0 A x x x x x 0 . 4 8 0 + 0 . 0 0 0 V / C # 7 N e w p o r t C e n t e r D r / C o a s t H w y A x x x x x 0 . 3 3 2 A x x x x x 0 . 3 3 2 + 0 . 0 0 0 V / C T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 97 Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 1 P a g e 3 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 6 9 8 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 7 6 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I g n o r e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 2 1 0 1 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 5 2 8 9 9 2 1 0 1 5 3 1 5 3 2 1 0 3 1 8 7 2 5 0 4 2 4 1 6 9 3 9 4 1 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 5 2 8 9 9 2 1 0 1 5 3 1 5 3 2 1 0 3 1 8 7 2 5 0 4 2 4 1 6 9 3 9 4 1 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 5 2 8 9 9 2 1 0 1 5 3 1 5 3 2 1 0 3 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 5 2 8 9 9 2 1 0 1 5 3 1 5 3 2 1 0 3 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 5 2 8 9 9 2 1 0 1 5 3 1 5 3 2 1 0 3 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 0 0 2 . 7 2 0 . 2 8 1 . 0 0 3 . 0 0 1 . 0 0 1 . 2 8 1 . 7 2 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 Fi n a l S a t . : 3 2 0 0 4 3 5 6 4 4 4 1 6 0 0 4 8 0 0 1 6 0 0 2 0 5 4 2 7 4 6 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 7 0 . 2 3 0 . 2 3 0 . 0 3 0 . 3 2 0 . 0 6 0 . 0 9 0 . 0 9 0 . 0 0 0 . 1 1 0 . 1 2 0 . 0 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 2 P a g e 4 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 7 8 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 4 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I g n o r e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 2 9 1 0 0 0 1 7 8 8 1 2 1 3 5 4 8 1 2 2 8 3 8 4 6 1 4 3 2 1 6 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 2 9 1 0 0 0 1 7 8 8 1 2 1 3 5 4 8 1 2 2 8 3 8 4 6 1 4 3 2 1 6 8 Us e r A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 2 9 1 0 0 0 0 8 1 2 1 3 5 4 0 2 2 8 3 8 4 6 1 4 3 2 1 6 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 2 9 1 0 0 0 0 8 1 2 1 3 5 4 0 2 2 8 3 8 4 6 1 4 3 2 1 6 8 PC E A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 2 9 1 0 0 0 0 8 1 2 1 3 5 4 0 2 2 8 3 8 4 6 1 4 3 2 1 6 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 2 0 . 2 1 0 . 0 0 0 . 2 5 0 . 2 8 0 . 0 0 0 . 0 7 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 1 0 . 0 4 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 98 Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 4 P a g e 5 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 3 J a m b o r e e R d / S a n t a B a r b a r a D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 5 5 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 2 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 0 1 0 1 1 1 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 5 1 0 5 6 1 6 6 4 1 8 1 0 6 3 2 0 5 0 4 6 6 4 6 1 1 7 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 5 1 0 5 6 1 6 6 4 1 8 1 0 6 3 2 0 5 0 4 6 6 4 6 1 1 7 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 5 1 0 5 6 1 6 6 4 1 8 1 0 6 3 2 0 5 0 4 6 6 4 6 1 1 7 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 5 1 0 5 6 1 6 6 4 1 8 1 0 6 3 2 0 5 0 4 6 6 4 6 1 1 7 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 5 1 0 5 6 1 6 6 4 1 8 1 0 6 3 2 0 5 0 4 6 6 4 6 1 1 7 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 8 3 0 . 1 7 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 2 9 2 6 2 7 4 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 2 2 0 . 1 0 0 . 1 3 0 . 2 2 0 . 0 1 0 . 0 3 0 . 0 0 0 . 0 0 0 . 0 2 0 . 0 2 0 . 0 7 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 5 P a g e 6 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a n d L a g o o n ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 3 1 1 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 2 7 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P e r m i t t e d P e r m i t t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 1 0 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 8 1 1 5 8 4 1 5 1 2 3 2 4 3 3 5 0 2 3 9 0 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 8 1 1 5 8 4 1 5 1 2 3 2 4 3 3 5 0 2 3 9 0 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 8 1 1 5 8 4 1 5 1 2 3 2 4 3 3 5 0 2 3 9 0 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 8 1 1 5 8 4 1 5 1 2 3 2 4 3 3 5 0 2 3 9 0 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 8 1 1 5 8 4 1 5 1 2 3 2 4 3 3 5 0 2 3 9 0 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 9 0 0 . 1 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 4 6 3 8 1 6 2 1 6 0 0 0 1 6 0 0 1 6 0 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 2 0 . 2 4 0 . 0 0 0 . 0 1 0 . 2 7 0 . 2 7 0 . 0 2 0 . 0 0 0 . 0 1 0 . 0 1 0 . 0 0 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 99 Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 6 P a g e 7 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 5 B a y s i d e D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 6 5 2 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 6 6 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S p l i t P h a s e S p l i t P h a s e P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 1 ! 0 0 1 0 1 0 1 1 0 3 0 1 1 0 3 1 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 1 2 4 2 6 6 2 1 4 4 8 2 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 1 2 4 2 6 6 2 1 4 4 8 2 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 1 2 4 2 6 6 2 1 4 4 8 2 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 1 2 4 2 6 6 2 1 4 4 8 2 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 1 2 4 2 6 6 2 1 4 4 8 2 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 6 0 0 . 1 4 0 . 2 6 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 3 . 9 3 0 . 0 7 Fi n a l S a t . : 4 1 5 9 2 2 2 4 1 9 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 6 2 9 1 1 0 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 8 0 . 0 8 0 . 0 8 0 . 0 2 0 . 0 0 0 . 0 3 0 . 0 5 0 . 5 0 0 . 2 7 0 . 0 4 0 . 2 3 0 . 2 3 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 7 P a g e 8 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 6 J a m b o r e e R d / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 8 0 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 4 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 1 1 0 1 0 2 0 1 3 0 3 1 0 2 0 4 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 6 2 6 3 6 0 1 4 6 2 6 2 7 6 2 7 4 4 1 6 7 3 5 8 3 7 4 2 8 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 6 2 6 3 6 0 1 4 6 2 6 2 7 6 2 7 4 4 1 6 7 3 5 8 3 7 4 2 8 8 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 6 2 6 3 6 0 1 4 6 2 6 2 0 7 4 4 1 6 7 3 5 8 3 7 4 2 8 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 6 2 6 3 6 0 1 4 6 2 6 2 0 7 4 4 1 6 7 3 5 8 3 7 4 2 8 8 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 6 2 6 3 6 0 1 4 6 2 6 2 0 7 4 4 1 6 7 3 5 8 3 7 4 2 8 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 6 3 0 . 3 7 1 . 0 0 2 . 0 0 1 . 0 0 3 . 0 0 3 . 9 9 0 . 0 1 2 . 0 0 4 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 2 6 0 6 5 9 4 1 6 0 0 3 2 0 0 1 6 0 0 4 8 0 0 6 3 8 1 1 9 3 2 0 0 6 4 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 1 0 0 . 1 0 0 . 0 9 0 . 0 8 0 . 0 0 0 . 1 6 0 . 2 6 0 . 2 6 0 . 0 3 0 . 1 2 0 . 0 6 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 100 Fu t u r e Y e a r 2 0 2 6 A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 4 : 4 9 P a g e 9 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 7 N e w p o r t C e n t e r D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 3 3 2 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 2 8 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P e r m i t t e d P e r m i t t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I g n o r e Mi n . G r e e n : 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 La n e s : 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 0 0 0 3 2 0 1 1 4 3 6 5 1 5 4 5 0 0 9 4 4 1 0 0 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 0 0 0 3 2 0 1 1 4 3 6 5 1 5 4 5 0 0 9 4 4 1 0 0 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F V o l u m e : 0 0 0 3 2 0 0 3 6 5 1 5 4 5 0 0 9 4 4 0 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 0 0 0 3 2 0 0 3 6 5 1 5 4 5 0 0 9 4 4 0 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 Fi n a l V o l u m e : 0 0 0 3 2 0 0 3 6 5 1 5 4 5 0 0 9 4 4 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 0 . 0 0 0 . 0 0 0 . 0 0 2 . 0 0 0 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 0 . 0 0 0 . 0 0 3 . 0 0 1 . 0 0 Fi n a l S a t . : 0 0 0 3 2 0 0 0 1 6 0 0 3 2 0 0 4 8 0 0 0 0 4 8 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 0 0 0 . 0 0 0 . 0 1 0 . 0 0 0 . 0 0 0 . 1 1 0 . 3 2 0 . 0 0 0 . 0 0 0 . 2 0 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 101 Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 4 2 P a g e 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S c e n a r i o R e p o r t Sc e n a r i o : F u t u r e Y e a r 2 0 2 6 P M Co m m a n d : D e f a u l t C o m m a n d Vo l u m e : F u t u r e Y e a r P M Ge o m e t r y : D e f a u l t G e o m e t r y Im p a c t F e e : D e f a u l t I m p a c t F e e Tr i p G e n e r a t i o n : D e f a u l t T r i p G e n e r a t i o n Tr i p D i s t r i b u t i o n : D e f a u l t T r i p D i s t r i b u t i o n Pa t h s : D e f a u l t P a t h Ro u t e s : D e f a u l t R o u t e Co n f i g u r a t i o n : D e f a u l t C o n f i g u r a t i o n T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 4 4 P a g e 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I m p a c t A n a l y s i s R e p o r t L e v e l O f S e r v i c e In t e r s e c t i o n B a s e F u t u r e C h a n g e D e l / V / D e l / V / i n L O S V e h C L O S V e h C # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d A x x x x x 0 . 5 5 1 A x x x x x 0 . 5 5 1 + 0 . 0 0 0 V / C # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s A x x x x x 0 . 5 2 8 A x x x x x 0 . 5 2 8 + 0 . 0 0 0 V / C # 3 J a m b o r e e R d / S a n t a B a r b a r a D r A x x x x x 0 . 5 1 5 A x x x x x 0 . 5 1 5 + 0 . 0 0 0 V / C # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a A x x x x x 0 . 4 3 1 A x x x x x 0 . 4 3 1 + 0 . 0 0 0 V / C # 5 B a y s i d e D r / C o a s t H w y B x x x x x 0 . 6 7 9 B x x x x x 0 . 6 7 9 + 0 . 0 0 0 V / C # 6 J a m b o r e e R d / C o a s t H w y A x x x x x 0 . 5 9 9 A x x x x x 0 . 5 9 9 + 0 . 0 0 0 V / C # 7 N e w p o r t C e n t e r D r / C o a s t H w y A x x x x x 0 . 4 6 3 A x x x x x 0 . 4 6 3 + 0 . 0 0 0 V / C T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 102 Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 4 5 P a g e 3 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 5 1 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 1 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I g n o r e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 2 1 0 1 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 2 7 1 6 9 6 2 1 1 4 9 1 3 7 9 7 4 6 1 1 5 9 2 9 6 1 9 7 1 5 3 2 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 2 7 1 6 9 6 2 1 1 4 9 1 3 7 9 7 4 6 1 1 5 9 2 9 6 1 9 7 1 5 3 2 8 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 2 7 1 6 9 6 2 1 1 4 9 1 3 7 9 7 4 6 1 1 5 9 0 1 9 7 1 5 3 2 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 2 7 1 6 9 6 2 1 1 4 9 1 3 7 9 7 4 6 1 1 5 9 0 1 9 7 1 5 3 2 8 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 2 7 1 6 9 6 2 1 1 4 9 1 3 7 9 7 4 6 1 1 5 9 0 1 9 7 1 5 3 2 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 0 0 2 . 6 7 0 . 3 3 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 6 9 1 . 3 1 1 . 0 0 Fi n a l S a t . : 3 2 0 0 4 2 6 9 5 3 1 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 2 7 0 2 2 0 9 8 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 0 0 . 4 0 0 . 4 0 0 . 0 3 0 . 2 9 0 . 0 5 0 . 0 4 0 . 0 5 0 . 0 0 0 . 0 7 0 . 0 7 0 . 0 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 4 6 P a g e 4 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 2 8 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 8 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I g n o r e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 8 0 1 3 2 5 1 2 3 4 9 4 1 2 6 3 1 6 7 9 5 4 1 2 3 2 0 3 4 5 1 0 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 8 0 1 3 2 5 1 2 3 4 9 4 1 2 6 3 1 6 7 9 5 4 1 2 3 2 0 3 4 5 1 0 8 Us e r A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 8 0 1 3 2 5 0 4 9 4 1 2 6 3 0 9 5 4 1 2 3 2 0 3 4 5 1 0 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 8 0 1 3 2 5 0 4 9 4 1 2 6 3 0 9 5 4 1 2 3 2 0 3 4 5 1 0 8 PC E A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 8 0 1 3 2 5 0 4 9 4 1 2 6 3 0 9 5 4 1 2 3 2 0 3 4 5 1 0 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 5 0 . 2 8 0 . 0 0 0 . 1 5 0 . 2 6 0 . 0 0 0 . 0 3 0 . 0 3 0 . 0 1 0 . 0 6 0 . 0 3 0 . 0 7 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 103 Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 4 7 P a g e 5 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 3 J a m b o r e e R d / S a n t a B a r b a r a D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 1 5 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 7 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 0 1 0 1 1 1 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 9 1 0 6 6 1 2 6 2 0 3 1 3 3 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 9 1 0 6 6 1 2 6 2 0 3 1 3 3 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 9 1 0 6 6 1 2 6 2 0 3 1 3 3 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 9 1 0 6 6 1 2 6 2 0 3 1 3 3 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 9 1 0 6 6 1 2 6 2 0 3 1 3 3 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 9 4 0 . 0 6 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 3 1 1 1 8 9 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 2 2 0 . 0 8 0 . 0 6 0 . 2 8 0 . 0 2 0 . 0 1 0 . 0 0 0 . 0 1 0 . 0 8 0 . 0 8 0 . 2 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 4 8 P a g e 6 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a n d L a g o o n ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 3 1 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 3 3 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P e r m i t t e d P e r m i t t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 1 0 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 2 8 1 1 5 2 1 7 2 0 1 8 2 9 4 8 2 7 0 3 7 7 0 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 2 8 1 1 5 2 1 7 2 0 1 8 2 9 4 8 2 7 0 3 7 7 0 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 2 8 1 1 5 2 1 7 2 0 1 8 2 9 4 8 2 7 0 3 7 7 0 9 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 2 8 1 1 5 2 1 7 2 0 1 8 2 9 4 8 2 7 0 3 7 7 0 9 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 2 8 1 1 5 2 1 7 2 0 1 8 2 9 4 8 2 7 0 3 7 7 0 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 9 2 0 . 0 8 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 4 6 7 7 1 2 3 1 6 0 0 0 1 6 0 0 1 6 0 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 2 0 . 2 4 0 . 0 1 0 . 0 1 0 . 3 9 0 . 3 9 0 . 0 2 0 . 0 0 0 . 0 2 0 . 0 0 0 . 0 0 0 . 0 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 104 Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 4 9 P a g e 7 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 5 B a y s i d e D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 6 7 9 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 7 1 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S p l i t P h a s e S p l i t P h a s e P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 1 ! 0 0 1 0 1 0 1 1 0 3 0 1 1 0 3 1 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 8 8 4 0 9 1 0 4 2 8 4 2 6 2 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 8 8 4 0 9 1 0 4 2 8 4 2 6 2 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 8 8 4 0 9 1 0 4 2 8 4 2 6 2 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 8 8 4 0 9 1 0 4 2 8 4 2 6 2 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 8 8 4 0 9 1 0 4 2 8 4 2 6 2 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 6 4 0 . 1 3 0 . 2 3 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 3 . 9 1 0 . 0 9 Fi n a l S a t . : 4 2 2 4 2 1 4 3 6 2 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 6 2 6 3 1 3 7 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 1 0 . 1 1 0 . 1 1 0 . 0 3 0 . 0 1 0 . 0 6 0 . 0 6 0 . 3 9 0 . 2 6 0 . 0 7 0 . 4 5 0 . 4 5 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 5 0 P a g e 8 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 6 J a m b o r e e R d / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 9 9 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 7 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 1 1 0 1 0 2 0 1 3 0 3 1 0 2 0 4 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 3 2 5 6 6 3 1 0 4 3 4 9 1 1 0 6 7 4 9 1 2 3 9 6 1 0 8 1 7 7 9 1 6 2 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 3 2 5 6 6 3 1 0 4 3 4 9 1 1 0 6 7 4 9 1 2 3 9 6 1 0 8 1 7 7 9 1 6 2 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 3 2 5 6 6 3 1 0 4 3 4 9 0 7 4 9 1 2 3 9 6 1 0 8 1 7 7 9 1 6 2 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 3 2 5 6 6 3 1 0 4 3 4 9 0 7 4 9 1 2 3 9 6 1 0 8 1 7 7 9 1 6 2 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 3 2 5 6 6 3 1 0 4 3 4 9 0 7 4 9 1 2 3 9 6 1 0 8 1 7 7 9 1 6 2 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 6 1 0 . 3 9 1 . 0 0 2 . 0 0 1 . 0 0 3 . 0 0 3 . 9 8 0 . 0 2 2 . 0 0 4 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 2 5 6 8 6 3 2 1 6 0 0 3 2 0 0 1 6 0 0 4 8 0 0 6 3 6 9 3 1 3 2 0 0 6 4 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 1 0 0 . 1 0 0 . 0 7 0 . 1 1 0 . 0 0 0 . 1 6 0 . 1 9 0 . 1 9 0 . 0 3 0 . 2 8 0 . 1 0 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 105 Fu t u r e Y e a r 2 0 2 6 P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 5 : 5 2 P a g e 9 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 7 N e w p o r t C e n t e r D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 6 3 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 3 5 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P e r m i t t e d P e r m i t t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I g n o r e Mi n . G r e e n : 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 La n e s : 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 0 0 0 1 2 1 0 6 0 5 2 5 9 1 1 9 0 0 0 1 6 5 2 1 0 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 0 0 0 1 2 1 0 6 0 5 2 5 9 1 1 9 0 0 0 1 6 5 2 1 0 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F V o l u m e : 0 0 0 1 2 1 0 0 2 5 9 1 1 9 0 0 0 1 6 5 2 0 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 0 0 0 1 2 1 0 0 2 5 9 1 1 9 0 0 0 1 6 5 2 0 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 Fi n a l V o l u m e : 0 0 0 1 2 1 0 0 2 5 9 1 1 9 0 0 0 1 6 5 2 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 0 . 0 0 0 . 0 0 0 . 0 0 2 . 0 0 0 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 0 . 0 0 0 . 0 0 3 . 0 0 1 . 0 0 Fi n a l S a t . : 0 0 0 3 2 0 0 0 1 6 0 0 3 2 0 0 4 8 0 0 0 0 4 8 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 0 0 0 . 0 0 0 . 0 4 0 . 0 0 0 . 0 0 0 . 0 8 0 . 2 5 0 . 0 0 0 . 0 0 0 . 3 4 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 106 Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 4 2 P a g e 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S c e n a r i o R e p o r t Sc e n a r i o : F u t u r e Y e a r 2 0 2 6 P P A M Co m m a n d : D e f a u l t C o m m a n d Vo l u m e : F u t u r e Y e a r p l u s P r o j e c t A M Ge o m e t r y : D e f a u l t G e o m e t r y Im p a c t F e e : D e f a u l t I m p a c t F e e Tr i p G e n e r a t i o n : D e f a u l t T r i p G e n e r a t i o n Tr i p D i s t r i b u t i o n : D e f a u l t T r i p D i s t r i b u t i o n Pa t h s : D e f a u l t P a t h Ro u t e s : D e f a u l t R o u t e Co n f i g u r a t i o n : D e f a u l t C o n f i g u r a t i o n T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 4 4 P a g e 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I m p a c t A n a l y s i s R e p o r t L e v e l O f S e r v i c e In t e r s e c t i o n B a s e F u t u r e C h a n g e D e l / V / D e l / V / i n L O S V e h C L O S V e h C # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d C x x x x x 0 . 7 0 3 C x x x x x 0 . 7 0 3 + 0 . 0 0 0 V / C # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s A x x x x x 0 . 5 8 0 A x x x x x 0 . 5 8 0 + 0 . 0 0 0 V / C # 3 J a m b o r e e R d / S a n t a B a r b a r a D r A x x x x x 0 . 4 5 7 A x x x x x 0 . 4 5 7 + 0 . 0 0 0 V / C # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a A x x x x x 0 . 3 5 3 A x x x x x 0 . 3 5 3 + 0 . 0 0 0 V / C # 5 B a y s i d e D r / C o a s t H w y B x x x x x 0 . 6 5 6 B x x x x x 0 . 6 5 6 + 0 . 0 0 0 V / C # 6 J a m b o r e e R d / C o a s t H w y A x x x x x 0 . 4 8 7 A x x x x x 0 . 4 8 7 + 0 . 0 0 0 V / C # 7 N e w p o r t C e n t e r D r / C o a s t H w y A x x x x x 0 . 3 3 3 A x x x x x 0 . 3 3 3 + 0 . 0 0 0 V / C T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 107 Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 4 5 P a g e 3 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 7 0 3 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 7 7 L e v e l O f S e r v i c e : C ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I g n o r e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 2 1 0 1 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 5 2 8 1 0 0 2 1 0 1 5 3 1 5 5 6 1 0 3 1 8 7 2 5 0 4 2 4 1 6 9 3 9 4 1 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 5 2 8 1 0 0 2 1 0 1 5 3 1 5 5 6 1 0 3 1 8 7 2 5 0 4 2 4 1 6 9 3 9 4 1 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 5 2 8 1 0 0 2 1 0 1 5 3 1 5 5 6 1 0 3 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 5 2 8 1 0 0 2 1 0 1 5 3 1 5 5 6 1 0 3 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 5 2 8 1 0 0 2 1 0 1 5 3 1 5 5 6 1 0 3 1 8 7 2 5 0 0 1 6 9 3 9 4 1 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 0 0 2 . 7 3 0 . 2 7 1 . 0 0 3 . 0 0 1 . 0 0 1 . 2 8 1 . 7 2 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 Fi n a l S a t . : 3 2 0 0 4 3 6 0 4 4 0 1 6 0 0 4 8 0 0 1 6 0 0 2 0 5 4 2 7 4 6 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 7 0 . 2 3 0 . 2 3 0 . 0 3 0 . 3 2 0 . 0 6 0 . 0 9 0 . 0 9 0 . 0 0 0 . 1 1 0 . 1 2 0 . 0 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 4 8 P a g e 4 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 8 0 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 4 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I g n o r e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 2 9 1 0 1 0 1 7 8 8 1 2 1 3 7 8 8 1 2 2 8 3 8 4 6 1 4 3 2 1 6 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 2 9 1 0 1 0 1 7 8 8 1 2 1 3 7 8 8 1 2 2 8 3 8 4 6 1 4 3 2 1 6 8 Us e r A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 2 9 1 0 1 0 0 8 1 2 1 3 7 8 0 2 2 8 3 8 4 6 1 4 3 2 1 6 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 2 9 1 0 1 0 0 8 1 2 1 3 7 8 0 2 2 8 3 8 4 6 1 4 3 2 1 6 8 PC E A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 2 9 1 0 1 0 0 8 1 2 1 3 7 8 0 2 2 8 3 8 4 6 1 4 3 2 1 6 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 2 0 . 2 1 0 . 0 0 0 . 2 5 0 . 2 9 0 . 0 0 0 . 0 7 0 . 0 2 0 . 0 3 0 . 0 4 0 . 0 1 0 . 0 4 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 108 Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 5 0 P a g e 5 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 3 J a m b o r e e R d / S a n t a B a r b a r a D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 5 7 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 2 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 0 1 0 1 1 1 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 5 1 0 6 6 1 6 6 4 1 8 1 0 8 7 2 0 5 0 4 6 6 4 6 1 1 7 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 5 1 0 6 6 1 6 6 4 1 8 1 0 8 7 2 0 5 0 4 6 6 4 6 1 1 7 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 5 1 0 6 6 1 6 6 4 1 8 1 0 8 7 2 0 5 0 4 6 6 4 6 1 1 7 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 5 1 0 6 6 1 6 6 4 1 8 1 0 8 7 2 0 5 0 4 6 6 4 6 1 1 7 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 5 1 0 6 6 1 6 6 4 1 8 1 0 8 7 2 0 5 0 4 6 6 4 6 1 1 7 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 8 3 0 . 1 7 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 2 9 2 6 2 7 4 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 2 2 0 . 1 0 0 . 1 3 0 . 2 3 0 . 0 1 0 . 0 3 0 . 0 0 0 . 0 0 0 . 0 2 0 . 0 2 0 . 0 7 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 5 2 P a g e 6 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a n d L a g o o n ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 3 5 3 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 2 9 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P e r m i t t e d P e r m i t t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 1 0 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 8 2 1 1 5 8 4 1 5 1 2 3 2 6 7 4 5 0 4 1 9 0 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 8 2 1 1 5 8 4 1 5 1 2 3 2 6 7 4 5 0 4 1 9 0 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 8 2 1 1 5 8 4 1 5 1 2 3 2 6 7 4 5 0 4 1 9 0 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 8 2 1 1 5 8 4 1 5 1 2 3 2 6 7 4 5 0 4 1 9 0 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 8 2 1 1 5 8 4 1 5 1 2 3 2 6 7 4 5 0 4 1 9 0 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 8 5 0 . 1 5 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 4 5 5 2 2 4 8 1 6 0 0 0 1 6 0 0 1 6 0 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 5 0 . 2 4 0 . 0 0 0 . 0 1 0 . 2 7 0 . 2 7 0 . 0 3 0 . 0 0 0 . 0 3 0 . 0 1 0 . 0 0 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 109 Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 5 5 P a g e 7 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 5 B a y s i d e D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 6 5 6 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 6 6 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S p l i t P h a s e S p l i t P h a s e P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 1 ! 0 0 1 0 1 0 1 1 0 3 0 1 1 0 3 1 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 3 2 4 2 6 6 2 1 4 5 6 2 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 3 2 4 2 6 6 2 1 4 5 6 2 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 3 2 4 2 6 6 2 1 4 5 6 2 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 3 2 4 2 6 6 2 1 4 5 6 2 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 1 8 1 7 3 2 3 8 7 5 5 7 4 2 4 3 2 4 2 6 6 2 1 4 5 6 2 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 6 0 0 . 1 4 0 . 2 6 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 3 . 9 3 0 . 0 7 Fi n a l S a t . : 4 1 5 9 2 2 2 4 1 9 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 6 2 9 2 1 0 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 8 0 . 0 8 0 . 0 8 0 . 0 2 0 . 0 0 0 . 0 3 0 . 0 5 0 . 5 1 0 . 2 7 0 . 0 4 0 . 2 3 0 . 2 3 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 5 7 P a g e 8 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 6 J a m b o r e e R d / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 8 7 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 4 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 1 1 0 1 0 2 0 1 3 0 3 1 0 2 0 4 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 6 2 7 0 6 0 1 5 3 2 6 5 7 7 0 7 6 4 1 6 7 3 5 8 3 7 4 2 1 0 5 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 6 2 7 0 6 0 1 5 3 2 6 5 7 7 0 7 6 4 1 6 7 3 5 8 3 7 4 2 1 0 5 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 6 2 7 0 6 0 1 5 3 2 6 5 0 7 6 4 1 6 7 3 5 8 3 7 4 2 1 0 5 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 6 2 7 0 6 0 1 5 3 2 6 5 0 7 6 4 1 6 7 3 5 8 3 7 4 2 1 0 5 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 6 2 7 0 6 0 1 5 3 2 6 5 0 7 6 4 1 6 7 3 5 8 3 7 4 2 1 0 5 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 6 4 0 . 3 6 1 . 0 0 2 . 0 0 1 . 0 0 3 . 0 0 3 . 9 9 0 . 0 1 2 . 0 0 4 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 2 6 1 8 5 8 2 1 6 0 0 3 2 0 0 1 6 0 0 4 8 0 0 6 3 8 1 1 9 3 2 0 0 6 4 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 1 0 0 . 1 0 0 . 1 0 0 . 0 8 0 . 0 0 0 . 1 6 0 . 2 6 0 . 2 6 0 . 0 3 0 . 1 2 0 . 0 7 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 110 Fu t u r e Y e a r 2 0 2 6 P P A M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 6 : 5 9 P a g e 9 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 7 N e w p o r t C e n t e r D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 3 3 3 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 2 8 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P e r m i t t e d P e r m i t t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I g n o r e Mi n . G r e e n : 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 La n e s : 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 0 0 0 3 2 0 1 1 4 3 6 5 1 5 5 2 0 0 9 6 1 1 0 0 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 0 0 0 3 2 0 1 1 4 3 6 5 1 5 5 2 0 0 9 6 1 1 0 0 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F V o l u m e : 0 0 0 3 2 0 0 3 6 5 1 5 5 2 0 0 9 6 1 0 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 0 0 0 3 2 0 0 3 6 5 1 5 5 2 0 0 9 6 1 0 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 Fi n a l V o l u m e : 0 0 0 3 2 0 0 3 6 5 1 5 5 2 0 0 9 6 1 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 0 . 0 0 0 . 0 0 0 . 0 0 2 . 0 0 0 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 0 . 0 0 0 . 0 0 3 . 0 0 1 . 0 0 Fi n a l S a t . : 0 0 0 3 2 0 0 0 1 6 0 0 3 2 0 0 4 8 0 0 0 0 4 8 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 0 0 0 . 0 0 0 . 0 1 0 . 0 0 0 . 0 0 0 . 1 1 0 . 3 2 0 . 0 0 0 . 0 0 0 . 2 0 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 111 Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 4 4 P a g e 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S c e n a r i o R e p o r t Sc e n a r i o : F u t u r e Y e a r 2 0 2 6 P P P M Co m m a n d : D e f a u l t C o m m a n d Vo l u m e : F u t u r e Y e a r p l u s P r o j e c t P M Ge o m e t r y : D e f a u l t G e o m e t r y Im p a c t F e e : D e f a u l t I m p a c t F e e Tr i p G e n e r a t i o n : D e f a u l t T r i p G e n e r a t i o n Tr i p D i s t r i b u t i o n : D e f a u l t T r i p D i s t r i b u t i o n Pa t h s : D e f a u l t P a t h Ro u t e s : D e f a u l t R o u t e Co n f i g u r a t i o n : D e f a u l t C o n f i g u r a t i o n T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 4 5 P a g e 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I m p a c t A n a l y s i s R e p o r t L e v e l O f S e r v i c e In t e r s e c t i o n B a s e F u t u r e C h a n g e D e l / V / D e l / V / i n L O S V e h C L O S V e h C # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d A x x x x x 0 . 5 5 1 A x x x x x 0 . 5 5 1 + 0 . 0 0 0 V / C # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s A x x x x x 0 . 5 2 8 A x x x x x 0 . 5 2 8 + 0 . 0 0 0 V / C # 3 J a m b o r e e R d / S a n t a B a r b a r a D r A x x x x x 0 . 5 1 7 A x x x x x 0 . 5 1 7 + 0 . 0 0 0 V / C # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a A x x x x x 0 . 4 4 6 A x x x x x 0 . 4 4 6 + 0 . 0 0 0 V / C # 5 B a y s i d e D r / C o a s t H w y B x x x x x 0 . 6 7 9 B x x x x x 0 . 6 7 9 + 0 . 0 0 0 V / C # 6 J a m b o r e e R d / C o a s t H w y B x x x x x 0 . 6 0 3 B x x x x x 0 . 6 0 3 + 0 . 0 0 0 V / C # 7 N e w p o r t C e n t e r D r / C o a s t H w y A x x x x x 0 . 4 6 4 A x x x x x 0 . 4 6 4 + 0 . 0 0 0 V / C T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 112 Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 4 6 P a g e 3 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 J a m b o r e e R d / E a s t b l u f f D r - F o r d R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 5 1 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 1 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I g n o r e I n c l u d e Mi n . G r e e n : 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 La n e s : 2 0 2 1 0 1 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 3 2 7 1 6 9 8 2 1 1 4 9 1 3 8 9 7 4 6 1 1 5 9 2 9 6 1 9 7 1 5 3 2 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 3 2 7 1 6 9 8 2 1 1 4 9 1 3 8 9 7 4 6 1 1 5 9 2 9 6 1 9 7 1 5 3 2 8 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 3 2 7 1 6 9 8 2 1 1 4 9 1 3 8 9 7 4 6 1 1 5 9 0 1 9 7 1 5 3 2 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 2 7 1 6 9 8 2 1 1 4 9 1 3 8 9 7 4 6 1 1 5 9 0 1 9 7 1 5 3 2 8 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 2 7 1 6 9 8 2 1 1 4 9 1 3 8 9 7 4 6 1 1 5 9 0 1 9 7 1 5 3 2 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 0 0 2 . 6 7 0 . 3 3 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 6 9 1 . 3 1 1 . 0 0 Fi n a l S a t . : 3 2 0 0 4 2 6 9 5 3 1 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 2 7 0 2 2 0 9 8 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 0 0 . 4 0 0 . 4 0 0 . 0 3 0 . 2 9 0 . 0 5 0 . 0 4 0 . 0 5 0 . 0 0 0 . 0 7 0 . 0 7 0 . 0 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 4 7 P a g e 4 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 2 J a m b o r e e R d / S a n J o a q u i n H i l l s R d ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 2 8 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 8 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I g n o r e I g n o r e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 1 1 0 1 1 1 1 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 8 0 1 3 2 7 1 2 3 4 9 4 1 2 7 3 1 6 7 9 5 4 1 2 3 2 0 3 4 5 1 0 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 8 0 1 3 2 7 1 2 3 4 9 4 1 2 7 3 1 6 7 9 5 4 1 2 3 2 0 3 4 5 1 0 8 Us e r A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 8 0 1 3 2 7 0 4 9 4 1 2 7 3 0 9 5 4 1 2 3 2 0 3 4 5 1 0 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 8 0 1 3 2 7 0 4 9 4 1 2 7 3 0 9 5 4 1 2 3 2 0 3 4 5 1 0 8 PC E A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 8 0 1 3 2 7 0 4 9 4 1 2 7 3 0 9 5 4 1 2 3 2 0 3 4 5 1 0 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 2 . 0 0 1 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 3 2 0 0 1 6 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 5 0 . 2 8 0 . 0 0 0 . 1 5 0 . 2 7 0 . 0 0 0 . 0 3 0 . 0 3 0 . 0 1 0 . 0 6 0 . 0 3 0 . 0 7 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 113 Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 4 9 P a g e 5 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 3 J a m b o r e e R d / S a n t a B a r b a r a D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 5 1 7 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 4 7 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d S p l i t P h a s e S p l i t P h a s e Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 2 0 3 0 1 1 0 1 0 1 1 1 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 9 1 0 6 8 1 2 6 2 0 3 1 3 4 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 9 1 0 6 8 1 2 6 2 0 3 1 3 4 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 9 1 0 6 8 1 2 6 2 0 3 1 3 4 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 9 1 0 6 8 1 2 6 2 0 3 1 3 4 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 9 1 0 6 8 1 2 6 2 0 3 1 3 4 3 3 0 1 4 5 1 2 2 4 5 7 3 4 7 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 9 4 0 . 0 6 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 3 2 0 0 4 8 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 3 1 1 1 8 9 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 2 2 0 . 0 8 0 . 0 6 0 . 2 8 0 . 0 2 0 . 0 1 0 . 0 0 0 . 0 1 0 . 0 8 0 . 0 8 0 . 2 2 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 5 0 P a g e 6 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 4 J a m b o r e e R d / H y a t t R e g e n c y - I s l a n d L a g o o n ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 4 6 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 3 4 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P e r m i t t e d P e r m i t t e d Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 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 La n e s : 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 1 0 0 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 4 6 1 1 5 2 1 7 2 0 1 8 2 9 5 8 2 9 0 4 2 7 0 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 4 6 1 1 5 2 1 7 2 0 1 8 2 9 5 8 2 9 0 4 2 7 0 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 4 6 1 1 5 2 1 7 2 0 1 8 2 9 5 8 2 9 0 4 2 7 0 9 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 4 6 1 1 5 2 1 7 2 0 1 8 2 9 5 8 2 9 0 4 2 7 0 9 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 4 6 1 1 5 2 1 7 2 0 1 8 2 9 5 8 2 9 0 4 2 7 0 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 2 . 9 1 0 . 0 9 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 4 6 5 2 1 4 8 1 6 0 0 0 1 6 0 0 1 6 0 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 3 0 . 2 4 0 . 0 1 0 . 0 1 0 . 3 9 0 . 3 9 0 . 0 2 0 . 0 0 0 . 0 3 0 . 0 0 0 . 0 0 0 . 0 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 114 Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 5 1 P a g e 7 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Le v e l O f S e r v i c e C o m p u t a t i o n R e p o r t IC U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 5 B a y s i d e D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 10 0 Cr i t i c a l V o l . / C a p . ( X ) : 0. 6 7 9 Lo s s T i m e ( s e c ) : 0 Av e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 7 1 Le v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S p l i t P h a s e S p l i t P h a s e P r o t e c t e d P r o t e c t e d Ri g h t s : In c l u d e In c l u d e In c l u d e In c l u d e Mi n . G r e e n : 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 La n e s : 2 0 1 ! 0 0 1 0 1 0 1 1 0 3 0 1 1 0 3 1 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 9 6 4 0 9 1 0 4 2 8 4 4 6 2 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 9 6 4 0 9 1 0 4 2 8 4 4 6 2 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 9 6 4 0 9 1 0 4 2 8 4 4 6 2 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 9 6 4 0 9 1 0 4 2 8 4 4 6 2 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 4 5 5 2 3 3 9 5 2 1 7 9 6 9 2 1 8 9 6 4 0 9 1 0 4 2 8 4 4 6 2 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 2 . 6 4 0 . 1 3 0 . 2 3 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 3 . 0 0 1 . 0 0 1 . 0 0 3 . 9 1 0 . 0 9 Fi n a l S a t . : 4 2 2 4 2 1 4 3 6 2 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 4 8 0 0 1 6 0 0 1 6 0 0 6 2 6 3 1 3 7 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 1 0 . 1 1 0 . 1 1 0 . 0 3 0 . 0 1 0 . 0 6 0 . 0 6 0 . 4 0 0 . 2 6 0 . 0 7 0 . 4 5 0 . 4 5 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 5 2 P a g e 8 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Le v e l O f S e r v i c e C o m p u t a t i o n R e p o r t IC U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 6 J a m b o r e e R d / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 10 0 Cr i t i c a l V o l . / C a p . ( X ) : 0. 6 0 3 Lo s s T i m e ( s e c ) : 0 Av e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 5 7 Le v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P r o t e c t e d P r o t e c t e d P r o t e c t e d P r o t e c t e d Ri g h t s : In c l u d e Ig n o r e In c l u d e In c l u d e Mi n . G r e e n : 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 La n e s : 1 0 1 1 0 1 0 2 0 1 3 0 3 1 0 2 0 4 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 1 3 2 5 9 6 3 1 0 6 3 5 0 1 1 0 8 7 5 7 1 2 3 9 6 1 0 8 1 7 7 9 1 6 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 1 3 2 5 9 6 3 1 0 6 3 5 0 1 1 0 8 7 5 7 1 2 3 9 6 1 0 8 1 7 7 9 1 6 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F V o l u m e : 1 3 2 5 9 6 3 1 0 6 3 5 0 0 7 5 7 1 2 3 9 6 1 0 8 1 7 7 9 1 6 9 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 1 3 2 5 9 6 3 1 0 6 3 5 0 0 7 5 7 1 2 3 9 6 1 0 8 1 7 7 9 1 6 9 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 1 3 2 5 9 6 3 1 0 6 3 5 0 0 7 5 7 1 2 3 9 6 1 0 8 1 7 7 9 1 6 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 6 1 0 . 3 9 1 . 0 0 2 . 0 0 1 . 0 0 3 . 0 0 3 . 9 8 0 . 0 2 2 . 0 0 4 . 0 0 1 . 0 0 Fi n a l S a t . : 1 6 0 0 2 5 7 4 6 2 6 1 6 0 0 3 2 0 0 1 6 0 0 4 8 0 0 6 3 6 9 3 1 3 2 0 0 6 4 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 1 0 . 1 0 0 . 1 0 0 . 0 7 0 . 1 1 0 . 0 0 0 . 1 6 0 . 1 9 0 . 1 9 0 . 0 3 0 . 2 8 0 . 1 1 Cr i t M o v e s : * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 115 Fu t u r e Y e a r 2 0 2 6 P P P M T u e D e c 1 0 , 2 0 2 4 1 5 : 4 7 : 5 3 P a g e 9 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t I C U 1 ( L o s s a s C y c l e L e n g t h % ) M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 7 N e w p o r t C e n t e r D r / C o a s t H w y ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 6 4 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : x x x x x x Op t i m a l C y c l e : 3 5 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : P e r m i t t e d P e r m i t t e d P r o t e c t e d P r o t e c t e d Ri g h t s : I n c l u d e I g n o r e I n c l u d e I g n o r e Mi n . G r e e n : 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 La n e s : 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : Ba s e V o l : 0 0 0 1 2 1 0 6 0 5 2 5 9 1 1 9 2 0 0 1 6 5 9 1 0 9 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 0 0 0 1 2 1 0 6 0 5 2 5 9 1 1 9 2 0 0 1 6 5 9 1 0 9 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 PH F V o l u m e : 0 0 0 1 2 1 0 0 2 5 9 1 1 9 2 0 0 1 6 5 9 0 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 0 0 0 1 2 1 0 0 2 5 9 1 1 9 2 0 0 1 6 5 9 0 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 0 . 0 0 Fi n a l V o l u m e : 0 0 0 1 2 1 0 0 2 5 9 1 1 9 2 0 0 1 6 5 9 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Sa t / L a n e : 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 1 6 0 0 Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 0 . 0 0 0 . 0 0 0 . 0 0 2 . 0 0 0 . 0 0 1 . 0 0 2 . 0 0 3 . 0 0 0 . 0 0 0 . 0 0 3 . 0 0 1 . 0 0 Fi n a l S a t . : 0 0 0 3 2 0 0 0 1 6 0 0 3 2 0 0 4 8 0 0 0 0 4 8 0 0 1 6 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 0 0 . 0 0 0 . 0 0 0 . 0 4 0 . 0 0 0 . 0 0 0 . 0 8 0 . 2 5 0 . 0 0 0 . 0 0 0 . 3 5 0 . 0 0 Cr i t M o v e s : * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o L S A A S S O C . I R V I N E , C A 116 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx (12/18/24) APPENDIX C OCTA BUS ROUTES 1 AND 55 MAPS 117 118 119 120 121 122 123 124 125 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx «12/18/24» APPENDIX D CITY’S REGIONAL TRAFFIC ANNUAL GROWTH RATE TABLE 126 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. 127 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx «12/18/24» APPENDIX E APPROVED PROJECTS TRIP ASSIGNMENT 128 Traffic Phasing Data Projects Less than 100% Complete Project Number Project Name Percent Completed 148 FASHION ISLAND EXPANSION 40 154 TEMPLE BAT YAHM EXPANSION 65 945 HOAG HOSPITAL PHASE III 0 949 ST. MARK PRESBYTERIAN CHURCH 77 955 2300 NEWPORT BLVD (VUE)30 958 HOAG HEALTH CENTER 500-540 SUPERIOR 95 959 NORTH NEWPORT CENTER 0 971 BACK BAY LANDING 300 ECH 0 977 BALBOA MARINA WEST 0 979 NEWPORT CROSSINGS 0 980 Museum House - Vivante Senior Center 0 981 Uptown Newport: Phase 1 - Trans Devel Rights (TDR)53 982 Uptown Newport: Phase 2 Only 0 983 Residences at 4400 VK 0 984 Picerne Residential (1300 Bristol St N)0 986 2510 WCH Residential and Mother's Market 0 987 Pacifica Christian HS 0 988 1400 Bristol St N Residences 0 989 Sage Hill Middle School Expansion 0 990 1600 Dove St Residences 0 129 Approved Projects 80% Volume Summary Intersection Report NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 46 45 1 0 2 44 0 0 45 0 0 0 1 0 0 0 PM 80 45 4 2 4 74 2 0 45 0 0 0 4 2 0 0 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 19 52 0 42 0 16 3 44 8 0 0 0 0 5 0 37 PM 20 67 4 82 0 15 5 46 21 0 0 4 0 7 0 75 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 0 42 66 32 0 0 0 0 0 42 24 42 0 0 32 0 PM 2 39 76 70 0 0 2 0 2 37 42 34 0 2 68 0 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 14 13 0 27 0 12 2 1 12 0 0 0 0 19 0 8 PM 25 27 0 11 0 16 9 7 20 0 0 0 0 7 0 4 Intersection (4980 ::: EASTBLUFF DR / FORD RD JAMBOREE RD) Intersection (5045 ::: JAMBOREE RD / SAN JOAQUIN HILLS RD ) Intersection (5055 ::: JAMBOREE RD / COAST HWY E ) Intersection (5310 ::: JAMBOREE RD / SANTA BARBARA DR ) 130 Approved Projects 80% Volume Summary Intersection Report NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 0 9 31 11 0 0 0 0 0 9 1 30 0 0 11 0 PM 0 28 23 42 0 0 0 2 0 26 7 16 0 0 36 6 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 8 46 87 72 2 6 0 18 4 24 39 47 1 3 53 16 PM 12 87 110 111 6 6 0 27 8 52 55 53 2 11 69 31 Intersection (5330 ::: NEWPORT CENTER DR / COAST HWY E ) Intersection (5440 ::: COAST HWY E / BAYSIDE DR ) Intersection (Jamboree Rd / Hyatt Regency - Island Lagoon Dr ) AM PM NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR 24 42 42 37 0 0 0 0 24 42 42 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 TRAFFIC IMPACT ANALYSIS DECEMBER 2024 TTC NEWPORTER PICKLEBALL PROJECT NEWPORT BEACH, CALIFORNIA P:\2024\20242039 - TTC Newporter Pickleball\Doc\TIA3.docx «12/18/24» APPENDIX F COUNTS UNLIMITED PICKLEBALL TRIP GENERATION SURVEYS 132 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total 0:00 0 0 0 0:00 0 0 0 0:15 0 0 0 0:15 0 0 0 0:30 0 0 0 0:30 0 0 0 0:45 0 0 0 0:45 0 0 0 1:00 0 0 0 1:00 0 0 0 1:15 0 0 0 1:15 0 0 0 1:30 0 0 0 1:30 0 0 0 1:45 0 0 0 1:45 0 0 0 2:00 0 0 0 2:00 0 0 0 2:15 0 0 0 2:15 0 0 0 2:30 0 0 0 2:30 0 0 0 2:45 0 0 0 2:45 0 0 0 3:00 0 0 0 3:00 0 0 0 3:15 0 0 0 3:15 0 0 0 3:30 0 0 0 3:30 0 0 0 3:45 0 0 0 3:45 0 0 0 4:00 0 0 0 4:00 0 0 0 4:15 0 0 0 4:15 0 0 0 4:30 0 0 0 4:30 0 0 0 4:45 0 0 0 4:45 0 0 0 5:00 0 0 0 5:00 0 0 0 5:15 0 0 0 5:15 0 0 0 5:30 0 0 0 5:30 0 0 0 5:45 0 0 0 5:45 0 0 0 6:00 0 0 0 6:00 0 0 0 6:15 0 0 0 6:15 0 0 0 6:30 3 0 3 6:30 0 0 0 6:45 15 2 17 6:45 0 0 0 7:00 10 0 10 7:00 0 0 0 7:15 3 1 4 7:15 0 1 1 7:30 5 0 5 7:30 2 1 3 7:45 5 1 6 7:45 3 0 3 8:00 7 0 7 8:00 3 0 3 8:15 10 0 10 8:15 8 1 9 8:30 9 0 9 8:30 10 1 11 8:45 13 1 14 8:45 5 1 6 9:00 12 0 12 9:00 11 0 11 9:15 6 0 6 9:15 11 0 11 9:30 10 2 12 9:30 6 1 7 9:45 8 1 9 9:45 5 0 5 10:00 6 0 6 10:00 10 0 10 10:15 6 0 6 10:15 6 1 7 10:30 5 0 5 10:30 6 0 6 10:45 6 0 6 10:45 9 1 10 11:00 5 0 5 11:00 6 0 6 11:15 3 0 3 11:15 8 0 8 11:30 4 1 5 11:30 10 0 10 11:45 3 0 3 11:45 7 0 7 Exiting Wednesday, November 1, 2023 Tustin Tustin Pickleball Courts Trip Generation Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 133 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total Exiting Wednesday, November 1, 2023 Tustin Tustin Pickleball Courts Trip Generation Count Entering 12:00 4 0 4 12:00 7 0 7 12:15 2 0 2 12:15 9 1 10 12:30 2 0 2 12:30 5 0 5 12:45 2 0 2 12:45 5 0 5 13:00 3 0 3 13:00 2 0 2 13:15 0 0 0 13:15 7 0 7 13:30 0 0 0 13:30 0 0 0 13:45 0 0 0 13:45 0 0 0 14:00 1 0 1 14:00 0 0 0 14:15 0 0 0 14:15 0 0 0 14:30 0 0 0 14:30 3 0 3 14:45 4 0 4 14:45 0 0 0 15:00 5 0 5 15:00 0 0 0 15:15 0 0 0 15:15 0 0 0 15:30 3 0 3 15:30 0 0 0 15:45 3 0 3 15:45 0 0 0 16:00 4 0 4 16:00 0 0 0 16:15 4 0 4 16:15 0 0 0 16:30 2 0 2 16:30 5 0 5 16:45 4 0 4 16:45 3 0 3 17:00 0 0 0 17:00 2 0 2 17:15 0 0 0 17:15 2 0 2 17:30 1 0 1 17:30 3 0 3 17:45 1 0 1 17:45 6 0 6 18:00 0 0 0 18:00 4 0 4 18:15 1 0 1 18:15 8 0 8 18:30 0 0 0 18:30 3 0 3 18:45 0 0 0 18:45 0 0 0 19:00 0 0 0 19:00 0 0 0 19:15 0 0 0 19:15 0 0 0 19:30 0 0 0 19:30 0 0 0 19:45 0 0 0 19:45 0 0 0 20:00 0 0 0 20:00 0 0 0 20:15 0 0 0 20:15 0 0 0 20:30 0 0 0 20:30 0 0 0 20:45 0 0 0 20:45 0 0 0 21:00 0 0 0 21:00 0 0 0 21:15 0 0 0 21:15 0 0 0 21:30 0 0 0 21:30 0 0 0 21:45 0 0 0 21:45 0 0 0 22:00 0 0 0 22:00 0 0 0 22:15 0 0 0 22:15 0 0 0 22:30 0 0 0 22:30 0 0 0 22:45 0 0 0 22:45 0 0 0 23:00 0 0 0 23:00 0 0 0 23:15 0 0 0 23:15 0 0 0 23:30 0 0 0 23:30 0 0 0 23:45 0 0 0 23:45 0 0 0 TOTAL 200 9 209 200 9 209 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 134 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total 0:00 0 0 0 0:00 0 0 0 0:15 0 0 0 0:15 0 0 0 0:30 0 0 0 0:30 0 0 0 0:45 0 0 0 0:45 0 0 0 1:00 0 0 0 1:00 0 0 0 1:15 0 0 0 1:15 0 0 0 1:30 0 0 0 1:30 0 0 0 1:45 0 0 0 1:45 0 0 0 2:00 0 0 0 2:00 0 0 0 2:15 0 0 0 2:15 0 0 0 2:30 0 0 0 2:30 0 0 0 2:45 0 0 0 2:45 0 0 0 3:00 0 0 0 3:00 0 0 0 3:15 0 0 0 3:15 0 0 0 3:30 0 0 0 3:30 0 0 0 3:45 0 0 0 3:45 0 0 0 4:00 0 0 0 4:00 0 0 0 4:15 0 0 0 4:15 0 0 0 4:30 0 0 0 4:30 0 0 0 4:45 0 0 0 4:45 0 0 0 5:00 0 0 0 5:00 0 0 0 5:15 0 0 0 5:15 0 0 0 5:30 0 0 0 5:30 0 0 0 5:45 0 0 0 5:45 0 0 0 6:00 0 0 0 6:00 0 0 0 6:15 0 0 0 6:15 0 0 0 6:30 2 0 2 6:30 2 0 2 6:45 15 3 18 6:45 1 0 1 7:00 6 0 6 7:00 1 0 1 7:15 5 0 5 7:15 1 0 1 7:30 6 0 6 7:30 1 2 3 7:45 6 0 6 7:45 2 0 2 8:00 12 2 14 8:00 7 0 7 8:15 8 0 8 8:15 6 1 7 8:30 11 0 11 8:30 9 0 9 8:45 11 1 12 8:45 1 0 1 9:00 9 1 10 9:00 8 1 9 9:15 13 0 13 9:15 11 1 12 9:30 10 1 11 9:30 6 0 6 9:45 8 0 8 9:45 6 0 6 10:00 10 2 12 10:00 5 1 6 10:15 9 0 9 10:15 10 1 11 10:30 6 0 6 10:30 17 0 17 10:45 3 0 3 10:45 10 1 11 11:00 3 0 3 11:00 8 0 8 11:15 2 0 2 11:15 8 1 9 11:30 3 0 3 11:30 8 1 9 11:45 0 0 0 11:45 5 0 5 Exiting Tustin Tustin Pickleball Courts Thursday, November 2, 2023 Trip Generation Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 135 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total Exiting Tustin Tustin Pickleball Courts Thursday, November 2, 2023 Trip Generation Count Entering 12:00 5 0 5 12:00 5 0 5 12:15 1 0 1 12:15 4 0 4 12:30 3 0 3 12:30 7 0 7 12:45 1 0 1 12:45 5 0 5 13:00 1 0 1 13:00 5 0 5 13:15 1 0 1 13:15 3 0 3 13:30 0 0 0 13:30 3 0 3 13:45 3 0 3 13:45 0 0 0 14:00 0 0 0 14:00 0 0 0 14:15 1 0 1 14:15 5 0 5 14:30 0 0 0 14:30 2 0 2 14:45 7 0 7 14:45 0 0 0 15:00 5 0 5 15:00 1 0 1 15:15 0 0 0 15:15 1 0 1 15:30 7 0 7 15:30 0 0 0 15:45 3 0 3 15:45 2 0 2 16:00 2 0 2 16:00 0 0 0 16:15 0 0 0 16:15 0 0 0 16:30 5 0 5 16:30 4 0 4 16:45 0 0 0 16:45 2 0 2 17:00 1 0 1 17:00 4 0 4 17:15 2 0 2 17:15 5 0 5 17:30 1 0 1 17:30 3 0 3 17:45 1 0 1 17:45 2 0 2 18:00 0 0 0 18:00 3 0 3 18:15 0 0 0 18:15 5 0 5 18:30 0 0 0 18:30 4 0 4 18:45 0 0 0 18:45 0 0 0 19:00 0 0 0 19:00 0 0 0 19:15 0 0 0 19:15 0 0 0 19:30 0 0 0 19:30 0 0 0 19:45 0 0 0 19:45 0 0 0 20:00 0 0 0 20:00 0 0 0 20:15 0 0 0 20:15 0 0 0 20:30 0 0 0 20:30 0 0 0 20:45 0 0 0 20:45 0 0 0 21:00 0 0 0 21:00 0 0 0 21:15 0 0 0 21:15 0 0 0 21:30 0 0 0 21:30 0 0 0 21:45 0 0 0 21:45 0 0 0 22:00 0 0 0 22:00 0 0 0 22:15 0 0 0 22:15 0 0 0 22:30 0 0 0 22:30 0 0 0 22:45 0 0 0 22:45 0 0 0 23:00 0 0 0 23:00 0 0 0 23:15 0 0 0 23:15 0 0 0 23:30 0 0 0 23:30 0 0 0 23:45 0 0 0 23:45 0 0 0 TOTAL 208 10 218 208 10 218 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 136 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total 0:00 0 0 0 0:00 0 0 0 0:15 0 0 0 0:15 0 0 0 0:30 0 0 0 0:30 0 0 0 0:45 0 0 0 0:45 0 0 0 1:00 0 0 0 1:00 0 0 0 1:15 0 0 0 1:15 0 0 0 1:30 0 0 0 1:30 0 0 0 1:45 0 0 0 1:45 0 0 0 2:00 0 0 0 2:00 0 0 0 2:15 0 0 0 2:15 0 0 0 2:30 0 0 0 2:30 0 0 0 2:45 0 0 0 2:45 0 0 0 3:00 0 0 0 3:00 0 0 0 3:15 0 0 0 3:15 0 0 0 3:30 0 0 0 3:30 0 0 0 3:45 0 0 0 3:45 0 0 0 4:00 0 0 0 4:00 0 0 0 4:15 0 0 0 4:15 0 0 0 4:30 0 0 0 4:30 0 0 0 4:45 0 0 0 4:45 0 0 0 5:00 0 0 0 5:00 0 0 0 5:15 0 0 0 5:15 0 0 0 5:30 0 0 0 5:30 0 0 0 5:45 0 0 0 5:45 0 0 0 6:00 8 0 8 6:00 0 0 0 6:15 12 0 12 6:15 0 0 0 6:30 12 2 14 6:30 0 0 0 6:45 7 0 7 6:45 7 0 7 7:00 12 0 12 7:00 4 0 4 7:15 14 2 16 7:15 1 1 2 7:30 10 0 10 7:30 7 0 7 7:45 7 0 7 7:45 5 1 6 8:00 8 0 8 8:00 6 0 6 8:15 9 1 10 8:15 8 0 8 8:30 9 1 10 8:30 8 0 8 8:45 11 0 11 8:45 12 1 13 9:00 11 0 11 9:00 10 1 11 9:15 8 0 8 9:15 15 0 15 9:30 10 0 10 9:30 9 1 10 9:45 6 0 6 9:45 7 0 7 10:00 9 2 11 10:00 7 0 7 10:15 6 0 6 10:15 10 1 11 10:30 7 1 8 10:30 9 0 9 10:45 6 0 6 10:45 2 2 4 11:00 4 0 4 11:00 11 0 11 11:15 3 0 3 11:15 6 0 6 11:30 1 0 1 11:30 7 0 7 11:45 5 0 5 11:45 10 1 11 Exiting Tustin Tustin Pickleball Courts Tuesday, November 7, 2023 Trip Generation Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 137 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total Exiting Tustin Tustin Pickleball Courts Tuesday, November 7, 2023 Trip Generation Count Entering 12:00 2 0 2 12:00 9 0 9 12:15 3 1 4 12:15 0 0 0 12:30 2 0 2 12:30 7 0 7 12:45 0 0 0 12:45 3 0 3 13:00 0 0 0 13:00 2 0 2 13:15 2 0 2 13:15 2 1 3 13:30 0 0 0 13:30 3 0 3 13:45 3 0 3 13:45 5 0 5 14:00 4 0 4 14:00 5 0 5 14:15 1 0 1 14:15 2 0 2 14:30 0 0 0 14:30 5 0 5 14:45 2 0 2 14:45 0 0 0 15:00 0 0 0 15:00 4 0 4 15:15 0 0 0 15:15 0 0 0 15:30 0 0 0 15:30 3 0 3 15:45 1 0 1 15:45 0 0 0 16:00 2 1 3 16:00 0 0 0 16:15 2 0 2 16:15 0 0 0 16:30 2 0 2 16:30 2 0 2 16:45 2 0 2 16:45 2 0 2 17:00 2 0 2 17:00 2 0 2 17:15 0 0 0 17:15 0 1 1 17:30 0 0 0 17:30 0 0 0 17:45 1 0 1 17:45 3 0 3 18:00 0 0 0 18:00 2 0 2 18:15 0 0 0 18:15 4 0 4 18:30 0 0 0 18:30 0 0 0 18:45 0 0 0 18:45 0 0 0 19:00 0 0 0 19:00 0 0 0 19:15 0 0 0 19:15 0 0 0 19:30 0 0 0 19:30 0 0 0 19:45 0 0 0 19:45 0 0 0 20:00 0 0 0 20:00 0 0 0 20:15 0 0 0 20:15 0 0 0 20:30 0 0 0 20:30 0 0 0 20:45 0 0 0 20:45 0 0 0 21:00 0 0 0 21:00 0 0 0 21:15 0 0 0 21:15 0 0 0 21:30 0 0 0 21:30 0 0 0 21:45 0 0 0 21:45 0 0 0 22:00 0 0 0 22:00 0 0 0 22:15 0 0 0 22:15 0 0 0 22:30 0 0 0 22:30 0 0 0 22:45 0 0 0 22:45 0 0 0 23:00 0 0 0 23:00 0 0 0 23:15 0 0 0 23:15 0 0 0 23:30 0 0 0 23:30 0 0 0 23:45 0 0 0 23:45 0 0 0 TOTAL 226 11 237 226 11 237 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 138 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total 0:00 0 0 0 0:00 0 0 0 0:15 0 0 0 0:15 0 0 0 0:30 0 0 0 0:30 0 0 0 0:45 0 0 0 0:45 0 0 0 1:00 0 0 0 1:00 0 0 0 1:15 0 0 0 1:15 0 0 0 1:30 0 0 0 1:30 0 0 0 1:45 0 0 0 1:45 0 0 0 2:00 0 0 0 2:00 0 0 0 2:15 0 0 0 2:15 0 0 0 2:30 0 0 0 2:30 0 0 0 2:45 0 0 0 2:45 0 0 0 3:00 0 0 0 3:00 0 0 0 3:15 0 0 0 3:15 0 0 0 3:30 0 0 0 3:30 0 0 0 3:45 0 0 0 3:45 0 0 0 4:00 0 0 0 4:00 0 0 0 4:15 0 0 0 4:15 0 0 0 4:30 0 0 0 4:30 0 0 0 4:45 0 0 0 4:45 0 0 0 5:00 0 0 0 5:00 0 0 0 5:15 0 0 0 5:15 0 0 0 5:30 0 0 0 5:30 0 0 0 5:45 0 0 0 5:45 0 0 0 6:00 0 0 0 6:00 0 0 0 6:15 0 0 0 6:15 0 0 0 6:30 0 0 0 6:30 0 0 0 6:45 0 0 0 6:45 0 0 0 7:00 0 0 0 7:00 0 0 0 7:15 0 0 0 7:15 0 0 0 7:30 0 0 0 7:30 0 0 0 7:45 39 0 39 7:45 0 0 0 8:00 16 0 16 8:00 0 0 0 8:15 8 1 9 8:15 0 0 0 8:30 11 0 11 8:30 0 0 0 8:45 10 0 10 8:45 0 0 0 9:00 16 1 17 9:00 1 0 1 9:15 29 2 31 9:15 12 0 12 9:30 5 0 5 9:30 11 0 11 9:45 5 0 5 9:45 14 3 17 10:00 0 1 1 10:00 7 0 7 10:15 5 0 5 10:15 10 0 10 10:30 0 0 0 10:30 10 0 10 10:45 12 0 12 10:45 5 0 5 11:00 6 0 6 11:00 27 0 27 11:15 3 0 3 11:15 29 0 29 11:30 3 0 3 11:30 10 1 11 11:45 0 0 0 11:45 7 0 7 Exiting Wednesday, November 1, 2023 Tustin Newport Beach Country Club Pickleball Courts Trip Generation Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Newport Beach 139 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total Exiting Wednesday, November 1, 2023 Tustin Newport Beach Country Club Pickleball Courts Trip Generation Count Entering 12:00 0 0 0 12:00 3 0 3 12:15 1 0 1 12:15 3 1 4 12:30 0 0 0 12:30 4 1 5 12:45 1 0 1 12:45 2 0 2 13:00 2 0 2 13:00 6 0 6 13:15 1 0 1 13:15 2 0 2 13:30 3 0 3 13:30 1 0 1 13:45 2 0 2 13:45 2 0 2 14:00 3 0 3 14:00 0 0 0 14:15 1 0 1 14:15 3 0 3 14:30 3 0 3 14:30 1 0 1 14:45 7 0 7 14:45 1 0 1 15:00 5 1 6 15:00 0 0 0 15:15 7 0 7 15:15 0 0 0 15:30 5 0 5 15:30 0 0 0 15:45 9 0 9 15:45 2 0 2 16:00 10 1 11 16:00 3 0 3 16:15 10 0 10 16:15 0 0 0 16:30 27 3 30 16:30 5 0 5 16:45 21 2 23 16:45 10 1 11 17:00 6 0 6 17:00 5 0 5 17:15 6 0 6 17:15 6 0 6 17:30 5 0 5 17:30 5 0 5 17:45 3 0 3 17:45 6 1 7 18:00 0 1 1 18:00 13 1 14 18:15 2 0 2 18:15 8 1 9 18:30 7 0 7 18:30 21 0 21 18:45 0 0 0 18:45 11 1 12 19:00 0 0 0 19:00 17 1 18 19:15 0 0 0 19:15 16 0 16 19:30 0 0 0 19:30 4 1 5 19:45 0 0 0 19:45 3 0 3 20:00 0 0 0 20:00 9 0 9 20:15 0 0 0 20:15 0 0 0 20:30 0 0 0 20:30 0 0 0 20:45 0 0 0 20:45 0 0 0 21:00 0 0 0 21:00 0 0 0 21:15 0 0 0 21:15 0 0 0 21:30 0 0 0 21:30 0 0 0 21:45 0 0 0 21:45 0 0 0 22:00 0 0 0 22:00 0 0 0 22:15 0 0 0 22:15 0 0 0 22:30 0 0 0 22:30 0 0 0 22:45 0 0 0 22:45 0 0 0 23:00 0 0 0 23:00 0 0 0 23:15 0 0 0 23:15 0 0 0 23:30 0 0 0 23:30 0 0 0 23:45 0 0 0 23:45 0 0 0 TOTAL 315 13 328 315 13 328 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Newport Beach 140 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total 0:00 0 0 0 0:00 0 0 0 0:15 0 0 0 0:15 0 0 0 0:30 0 0 0 0:30 0 0 0 0:45 0 0 0 0:45 0 0 0 1:00 0 0 0 1:00 0 0 0 1:15 0 0 0 1:15 0 0 0 1:30 0 0 0 1:30 0 0 0 1:45 0 0 0 1:45 0 0 0 2:00 0 0 0 2:00 0 0 0 2:15 0 0 0 2:15 0 0 0 2:30 0 0 0 2:30 0 0 0 2:45 0 0 0 2:45 0 0 0 3:00 0 0 0 3:00 0 0 0 3:15 0 0 0 3:15 0 0 0 3:30 0 0 0 3:30 0 0 0 3:45 0 0 0 3:45 0 0 0 4:00 0 0 0 4:00 0 0 0 4:15 0 0 0 4:15 0 0 0 4:30 0 0 0 4:30 0 0 0 4:45 0 0 0 4:45 0 0 0 5:00 0 0 0 5:00 0 0 0 5:15 0 0 0 5:15 0 0 0 5:30 0 0 0 5:30 0 0 0 5:45 0 0 0 5:45 0 0 0 6:00 0 0 0 6:00 0 0 0 6:15 0 0 0 6:15 0 0 0 6:30 0 0 0 6:30 0 0 0 6:45 0 0 0 6:45 0 0 0 7:00 0 0 0 7:00 0 0 0 7:15 0 0 0 7:15 0 0 0 7:30 0 0 0 7:30 0 0 0 7:45 22 2 24 7:45 0 0 0 8:00 37 0 37 8:00 0 0 0 8:15 8 1 9 8:15 1 0 1 8:30 2 0 2 8:30 0 0 0 8:45 7 0 7 8:45 0 0 0 9:00 13 1 14 9:00 2 0 2 9:15 33 1 34 9:15 4 0 4 9:30 26 0 26 9:30 33 2 35 9:45 2 1 3 9:45 8 0 8 10:00 3 0 3 10:00 11 0 11 10:15 1 0 1 10:15 4 0 4 10:30 0 0 0 10:30 4 1 5 10:45 2 0 2 10:45 8 0 8 11:00 7 1 8 11:00 43 1 44 11:15 2 0 2 11:15 16 1 17 11:30 1 0 1 11:30 1 0 1 11:45 0 0 0 11:45 1 1 2 Exiting Tustin Newport Beach Country Club Pickleball Courts Thursday, November 2, 2023 Trip Generation Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Newport Beach 141 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total Exiting Tustin Newport Beach Country Club Pickleball Courts Thursday, November 2, 2023 Trip Generation Count Entering 12:00 0 0 0 12:00 9 1 10 12:15 3 0 3 12:15 6 0 6 12:30 3 1 4 12:30 7 0 7 12:45 0 0 0 12:45 1 0 1 13:00 0 0 0 13:00 7 0 7 13:15 0 0 0 13:15 1 0 1 13:30 1 0 1 13:30 1 0 1 13:45 0 0 0 13:45 2 0 2 14:00 0 0 0 14:00 0 0 0 14:15 0 0 0 14:15 0 0 0 14:30 0 0 0 14:30 1 0 1 14:45 3 0 3 14:45 0 0 0 15:00 9 0 9 15:00 0 0 0 15:15 4 0 4 15:15 0 0 0 15:30 2 0 2 15:30 0 0 0 15:45 4 0 4 15:45 2 0 2 16:00 12 1 13 16:00 5 0 5 16:15 15 1 16 16:15 1 0 1 16:30 11 0 11 16:30 0 0 0 16:45 43 2 45 16:45 3 0 3 17:00 21 0 21 17:00 5 1 6 17:15 6 0 6 17:15 4 0 4 17:30 5 0 5 17:30 1 0 1 17:45 1 0 1 17:45 1 0 1 18:00 0 0 0 18:00 14 1 15 18:15 0 0 0 18:15 16 1 17 18:30 1 0 1 18:30 19 1 20 18:45 0 0 0 18:45 23 1 24 19:00 0 0 0 19:00 13 0 13 19:15 0 0 0 19:15 15 0 15 19:30 0 0 0 19:30 9 0 9 19:45 0 0 0 19:45 8 0 8 20:00 0 0 0 20:00 0 0 0 20:15 0 0 0 20:15 0 0 0 20:30 0 0 0 20:30 0 0 0 20:45 0 0 0 20:45 0 0 0 21:00 0 0 0 21:00 0 0 0 21:15 0 0 0 21:15 0 0 0 21:30 0 0 0 21:30 0 0 0 21:45 0 0 0 21:45 0 0 0 22:00 0 0 0 22:00 0 0 0 22:15 0 0 0 22:15 0 0 0 22:30 0 0 0 22:30 0 0 0 22:45 0 0 0 22:45 0 0 0 23:00 0 0 0 23:00 0 0 0 23:15 0 0 0 23:15 0 0 0 23:30 0 0 0 23:30 0 0 0 23:45 0 0 0 23:45 0 0 0 TOTAL 310 12 322 310 12 322 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Newport Beach 142 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total 0:00 0 0 0 0:00 0 0 0 0:15 0 0 0 0:15 0 0 0 0:30 0 0 0 0:30 0 0 0 0:45 0 0 0 0:45 0 0 0 1:00 0 0 0 1:00 0 0 0 1:15 0 0 0 1:15 0 0 0 1:30 0 0 0 1:30 0 0 0 1:45 0 0 0 1:45 0 0 0 2:00 0 0 0 2:00 0 0 0 2:15 0 0 0 2:15 0 0 0 2:30 0 0 0 2:30 0 0 0 2:45 0 0 0 2:45 0 0 0 3:00 0 0 0 3:00 0 0 0 3:15 0 0 0 3:15 0 0 0 3:30 0 0 0 3:30 0 0 0 3:45 0 0 0 3:45 0 0 0 4:00 0 0 0 4:00 0 0 0 4:15 0 0 0 4:15 0 0 0 4:30 0 0 0 4:30 0 0 0 4:45 0 0 0 4:45 0 0 0 5:00 0 0 0 5:00 0 0 0 5:15 0 0 0 5:15 0 0 0 5:30 0 0 0 5:30 0 0 0 5:45 0 0 0 5:45 0 0 0 6:00 0 0 0 6:00 0 0 0 6:15 0 0 0 6:15 0 0 0 6:30 0 0 0 6:30 0 0 0 6:45 0 0 0 6:45 0 0 0 7:00 0 0 0 7:00 0 0 0 7:15 0 0 0 7:15 0 0 0 7:30 0 0 0 7:30 0 0 0 7:45 31 0 31 7:45 0 0 0 8:00 21 0 21 8:00 0 0 0 8:15 14 3 17 8:15 0 0 0 8:30 10 1 11 8:30 0 0 0 8:45 3 0 3 8:45 1 0 1 9:00 8 0 8 9:00 2 0 2 9:15 35 0 35 9:15 9 0 9 9:30 4 0 4 9:30 14 0 14 9:45 4 0 4 9:45 8 0 8 10:00 1 0 1 10:00 10 1 11 10:15 3 0 3 10:15 7 0 7 10:30 1 0 1 10:30 7 0 7 10:45 11 0 11 10:45 16 1 17 11:00 12 0 12 11:00 22 1 23 11:15 1 0 1 11:15 5 0 5 11:30 0 0 0 11:30 9 0 9 11:45 1 0 1 11:45 1 0 1 Exiting Tustin Newport Beach Country Club Pickleball Courts Tuesday, November 7, 2023 Trip Generation Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Newport Beach 143 City: Location: Date: Count Type: Non-Carpool Trip Carpool Trip Total Non-Carpool Trip Carpool Trip Total Exiting Tustin Newport Beach Country Club Pickleball Courts Tuesday, November 7, 2023 Trip Generation Count Entering 12:00 0 0 0 12:00 4 0 4 12:15 0 0 0 12:15 9 1 10 12:30 1 0 1 12:30 11 0 11 12:45 0 0 0 12:45 3 0 3 13:00 0 0 0 13:00 4 0 4 13:15 2 0 2 13:15 2 0 2 13:30 0 0 0 13:30 4 0 4 13:45 0 0 0 13:45 1 0 1 14:00 0 0 0 14:00 0 0 0 14:15 0 0 0 14:15 0 0 0 14:30 1 0 1 14:30 1 0 1 14:45 3 0 3 14:45 1 0 1 15:00 14 1 15 15:00 0 0 0 15:15 17 0 17 15:15 0 0 0 15:30 5 0 5 15:30 1 1 2 15:45 1 0 1 15:45 1 0 1 16:00 6 0 6 16:00 2 0 2 16:15 16 0 16 16:15 0 0 0 16:30 19 2 21 16:30 1 0 1 16:45 23 3 26 16:45 18 1 19 17:00 12 0 12 17:00 7 0 7 17:15 13 0 13 17:15 6 0 6 17:30 9 0 9 17:30 6 0 6 17:45 0 0 0 17:45 9 0 9 18:00 0 0 0 18:00 5 0 5 18:15 2 0 2 18:15 11 0 11 18:30 0 0 0 18:30 27 2 29 18:45 0 0 0 18:45 10 0 10 19:00 0 0 0 19:00 18 2 20 19:15 0 0 0 19:15 3 0 3 19:30 0 0 0 19:30 8 0 8 19:45 0 0 0 19:45 8 0 8 20:00 0 0 0 20:00 8 0 8 20:15 0 0 0 20:15 4 0 4 20:30 0 0 0 20:30 0 0 0 20:45 0 0 0 20:45 0 0 0 21:00 0 0 0 21:00 0 0 0 21:15 0 0 0 21:15 0 0 0 21:30 0 0 0 21:30 0 0 0 21:45 0 0 0 21:45 0 0 0 22:00 0 0 0 22:00 0 0 0 22:15 0 0 0 22:15 0 0 0 22:30 0 0 0 22:30 0 0 0 22:45 0 0 0 22:45 0 0 0 23:00 0 0 0 23:00 0 0 0 23:15 0 0 0 23:15 0 0 0 23:30 0 0 0 23:30 0 0 0 23:45 0 0 0 23:45 0 0 0 TOTAL 304 10 314 304 10 314 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Newport Beach 144 Attachment No. PC 2 Use Permit No. UP1697 145 IN T E N T I O N A L L Y B L A N K P A G E 146 147 148 149 150 151 IN T E N T I O N A L L Y B L A N K P A G E 152 Attachment No. PC 3 Staff Approval (PA2023-0138) 153 IN T E N T I O N A L L Y B L A N K P A G E 154 COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 www.newportbeachca.gov COMMUNITY DEVELOPMENT DIRECTOR ACTION LETTER Subject: The Champions Club (PA2023-0138) ▪ Staff Approval Site Location 1107 Jamboree Road Applicant Champion Management Group, Inc. Legal Description Parcel 2 of Resubdivision No. 413 On August 3, 2023, the Community Development Director approved a staff approval authorizing a new operator, Champion Management Group Inc. (“Applicant”), to operate six existing tennis courts located on Parcel 2 of Resubdivision No. 413 (“Property”) under the name “The Champions Club”. These six (6) courts were previously a part of the Palisades Tennis Club, which will continue to separately operate the ten (10) existing tennis courts and clubhouse located on Parcel 1 of Resubdivision No. 413. The Community Development Director finds that the change in operator for the six (6) courts on Parcel 2 to be in substantial conformance with the previously approved Use Permit No. UP1697. LAND USE AND ZONING • General Plan Land Use Plan Category: PR (Parks and Recreation) • Zoning District: PR (Parks and Recreation) • Coastal Land Use Category: PR (Parks and Recreation) • Coastal Zoning District: PR (Parks and Recreation) BACKGROUND On October 4, 1973, Use Permit No. UP1697 was approved by the Planning Commission, authorizing the construction of a private tennis club with lighted tennis courts, known as the John Wayne Tennis Club at the time. At the time of the approval, both Parcel 1 and Parcel 2 were owned by The Irvine Company. A vicinity map (Attachment No. CD 1) and the parcel map for Resubdivision No. 413 (Attachment No. CD 2) has been to demonstrate the layout of the parcels. The approval included a total of 16 tennis courts (15 regular courts and one (1) tennis ball machine court), an approximately 8,100-square-foot, two (2)-level tennis clubhouse consisting of restrooms and locker rooms, lounges, offices, and snack and apparel shops. Additionally, 78 parking spaces were provided in an on-site surface parking lot located on Parcel 2, which accommodated the clubhouse and all tennis courts. Parcel 1 does not include parking. Since both parcels were solely operated by the John Wayne Tennis Club, 155 The Champions Club (PA2023-0138) August 4, 2023 Page 2 Tmplt: 07/25/19 the parking was intended to be provided for all 16 courts. UP1697 limited the hours of operation for the club to the hours of 7 a.m. to midnight, daily. All conditions of approval are included in Attachment No. CD 3. Subsequent to the approval of UP1697, the John Wayne Tennis Club began operations in 1974. In 1995, the change of ownership led to the change of name to the Palisades Tennis Club. Parcel 1 and Parcel 2 have become separately owned, with Parcel 2 being owned in common with the Hyatt Regency Hotel. PROPOSED CHANGES The Applicant is proposing to operate the six (6) existing tennis courts on Parcel 2 for tennis play and instruction, under the name “The Champions Club.” The operation is separate from the Palisades Tennis Club, which will remain in operation on Parcel 1 with ten (10) existing courts. The Applicant is proposing hours of operation between 8 a.m. to 8:30 p.m., daily. Pickleball of any form is strictly prohibited at the club unless an amendment is filed for a new use permit (Condition of Approval No. 6). Since the on-site parking lot is located on Parcel 2, the property owner has provided confirmation that parking will continue to be provided to members of the Palisades Tennis Club (Attachment No. CD 5). This has been included as Condition of Approval No. 3 as a part of this Staff Approval. As previously stated, Parcel 2 is owned in common with the Hyatt Regency Hotel. Therefore, the Champions Club will have affiliation with the hotel. In addition to the on-site parking lot, the club will have the exclusive use of 43 parking spaces located on the adjacent hotel parking lot, as well as access to overflow parking spaces for special events on an as-needed basis. Hotel members will have fee-based access to the club facilities. Members of the club will have access to the hotel’s restroom facilities. Since the clubhouse and restrooms are located within the Palisade’s property, members of the Champions Club will not have access to Palisade’s facilities. No physical improvements are proposed for the Applicant’s request to continue tennis operations. Any future changes or improvements to the club will require further review by City staff and may require additional entitlements and/or building permits. FINDINGS Pursuant to Section 20.54.070 (Changes to an Approved Project) of the Newport Beach Municipal Code (NBMC), the Community Development Director may authorize minor changes to an approved site plan, architecture, or the nature of the approved use without a public hearing, and waive the requirement for a new use permit application. In this case, the Community Development Director has determined that the new club operator is in substantial conformance with UP1697 because the project’s changes: 156 The Champions Club (PA2023-0138) August 4, 2023 Page 3 Tmplt: 07/25/19 Finding: A. Are consistent with all applicable provisions of this Zoning Code. Facts in Support of Finding: 1. The Property is located in the Parks and Recreation (PR) Zoning District, which is intended to provide for areas appropriate for land used or proposed for active public or private recreational use. A tennis club is a listed example of an allowed use within the PR Zoning District. The six (6) existing tennis courts on Parcel 2 are part of the tennis club originally authorized by UP1697. 2. A new operator on Parcel 2 does not conflict with the allowances of UP1697, as the courts will continue to be used for tennis play and instruction. As conditioned, no pickleball is permitted on any courts as a part of the new operation. Adequate and available parking for both the Project and Palisades is also included as a condition of approval. Finding: B. Do not involve a feature of the project that was a basis for or subject of findings or exemptions in a negative declaration or Environmental Impact Report for the project. Fact in Support of Finding: 1. UP1697 included an Environmental Impact Report which discussed the construction of the tennis club, clubhouse, associated parking, etc. and its potential impact on human resources, geologic hazards, flooding, ground water, noise, air resources, vegetation and animal life, traffic, and public recreational facilities. The report concludes that the tennis club does not have a significant effect on the environment. 2. There are no physical changes proposed. The Applicant is proposing to operate the six (6) existing courts on Parcel 2, separately from the existing Palisades Tennis Club on Parcel 1. Since there is no change in use of the tennis courts, there are no features of the project that can potentially affect the environment, Finding: C. Do not involve a feature of the project that was specifically addressed or was the subject of a condition(s) of approval for the project or that was a specific consideration by the applicable review authority in the project approval. Facts in Support of Finding: 1. The proposed change of operator on Parcel 2 does not involve a feature that was specifically conditioned or addressed by UP1697. The Champions Club is 157 The Champions Club (PA2023-0138) August 4, 2023 Page 4 Tmplt: 07/25/19 proposing to operate within the conditioned hours of operation (7 a.m. to midnight, daily). 2. There are no physical changes proposed. Any future changes are subject to building permits and a potential amendment to UP1697. 3. Additional conditions of approval for the club have been included as a part of this Staff Approval to provide zoning clearance for the new use. Finding: D. Do not result in an expansion or change in operational characteristics of the use. Facts in Support of Finding: 1. Fact A.2 is hereby incorporated as reference. 2. Fact C.2 is hereby incorporated as reference. CONDITIONS 1. The development shall be in substantial conformance with the approved site plan and floor plan stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. All applicable conditions of approval for Use Permit No. UP1697 shall remain in effect. 3. Adequate parking for the Palisades Tennis Club of Parcel 1 shall be provided on the Hyatt Regency Hotel property. 4. Any special events for the Tennis Club on Parcel 2 shall be coordinated with the Hyatt Regency Hotel to avoid potential issues with parking. 5. Members of the Tennis Club on Parcel 2 shall have access to restroom facilities at the Hyatt Regency Hotel. 6. There shall be no pickleball activities of any kind within the Tennis Club on Parcel 2. 7. The Community Development Director may add to or modify conditions to this staff approval, or revoke this staff approval upon determination that the operations, which is the subject of this staff approval, causes injury, or is detrimental to the public health, safety, peace, or general welfare of the community or if the property is operated or maintained so as to constitute a public nuisance. 8. To the fullest extent permitted by law, Applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, 158 The Champions Club (PA2023-0138) August 4, 2023 Page 5 Tmplt: 07/25/19 employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of the The Champions Club including, but not limited to, a staff approval under PA2023- 0138. 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 Applicant, City, and/or the parties initiating or bringing such proceeding. The Applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The Applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development or City Clerk, as applicable, within fourteen (14) days following the date the action or decision was rendered. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: ____________________ David S. Lee Senior Planner Approved by: Assistant City Manager JM/dl Attachments: CD 1 Vicinity Map CD 2 Parcel Map for Subdivision No. 413 CD 3 Use Permit No. UP1697 CD 4 Applicant’s Project Description CD 5 Correspondence from Property Owner Regarding Parking CD 6 Project Plans 159 IN T E N T I O N A L L Y B L A N K P A G E 160 Attachment No. PC 4 Noise Impact Analysis dated June 3, 2024 161 IN T E N T I O N A L L Y B L A N K P A G E 162 MEMORANDUM DATE: June 3, 2024 TO: Sean Matsler, Cox, Castle & Nicholson FROM: J.T. Stephens, Principal Moe Abushanab, Noise Engineer SUBJECT: Noise Impact Analysis Memorandum for the Newport Pickleball Courts in Newport Beach, California INTRODUCTION AND PROJECT DESCRIPTION This noise impact analysis has been prepared to evaluate the potential impacts associated with the proposed Newport Beach Pickleball Court Project (project) in Newport Beach, Orange County, California. This report is intended to satisfy the City of Newport Beach’s (City) requirement for a project-specific noise impact analysis and examines the impacts of the proposed project to the existing noise-sensitive uses adjacent to the project site. To properly account for the impacts associated with the proposed project, reference measurements were conducted at similar Pickleball courts (Bonita Canyon Pickleball Courts and The Tennis and Pickleball Club at Newport Beach) on November 1, 2023, and existing noise levels are assessed based on noise measurement data gathered in the vicinity of the project site from December 1 to December 4, 2023. Location and Description The 1.0-acre project site is located at 1107 Jamboree Road, Newport Beach, Orange County, California. The project site is currently developed with six tennis courts and 15 parking spaces. The project site is surrounded by the Hyatt Hotel, recreational uses, and residential uses. Access to the project site is provided by Jamboree Road. Figure 1 shows the project location, and Figure 2 provides an overview of the proposed site plan (all figures are provided in Attachment A). The proposed project would convert the existing on-site tennis courts into 22 pickleball courts. Pedestrian circulation improvements are also proposed to create a new entrance on the west side of the property. The parking requirement for the proposed project is 66 spaces, consisting of 3 spaces per each of the 22 proposed pickleball courts. All of the proposed parking spaces would be shared with the Hyatt surface parking lot to the south and northwest of the proposed project. However, the proposed project would have the exclusive use of 86 parking spaces. In addition, approximately 800 square feet of existing landscape would be converted into a concrete walkway, but the existing landscape area within the project site would remain as is. Once operational, the proposed project 163 would generate approximately 985 average daily trips.1 Furthermore, the proposed project would not require a change to the General Plan land use designation or the current zoning and would be consistent with the City of Newport Beach (City) General Plan and Zoning Ordinance. METHODOLOGY The evaluation of noise impacts associated with the proposed project includes the following: • A determination of the long-term noise levels at off-site noise-sensitive uses and comparison of those levels to the City’s pertinent noise standards; and • If necessary, a determination of required mitigation measures, such as noise barriers, to reduce long-term noise impacts from all sources. CHARACTERISTICS OF SOUND Noise is usually defined as unwanted sound. Noise consists of any sound that may produce physiological or psychological damage and/or interfere with communication, work, rest, recreation, and sleep. To the human ear, sound has two significant characteristics: pitch and loudness. Pitch is generally an annoyance, while loudness can affect the ability to hear. Pitch is the number of complete vibrations, or cycles per second, of a wave, resulting in the tone’s range from high to low. Loudness is the strength of a sound that describes a noisy or quiet environment and is measured by the amplitude of the sound wave. Loudness is determined by the intensity of the sound waves combined with the reception characteristics of the human ear. Sound intensity refers to how hard the sound wave strikes an object, which in turn produces the sound’s effect. This characteristic of sound can be precisely measured with instruments. The analysis of a project defines the noise environment of the project area in terms of sound intensity and its effect on adjacent sensitive land uses. Measurement of Sound Sound intensity is measured through the A-weighted scale to correct for the relative frequency response of the human ear. That is, an A-weighted noise level de-emphasizes low and very high frequencies of sound similar to the human ear’s de-emphasis of these frequencies. Unlike linear units (e.g., inches or pounds), decibels are measured on a logarithmic scale representing points on a sharply rising curve. For example, 10 decibels (dB) is 10 times more intense than 1 dB, 20 dB is 100 times more intense than 1 dB, and 30 dB is 1,000 times more intense than 1 dB. Thirty decibels (30 dB) represent 1,000 times as much acoustic energy as 1 dB. The decibel scale increases as the square of the change, representing the sound pressure energy. A sound as soft as human breathing is about 10 times greater than 0 dB. The decibel system of measuring sound gives a rough connection between the physical intensity of sound and its perceived loudness to the human ear. A 10 dB 1 LSA Associates, Inc. 2023. Transportation Memorandum for the Newport Beach Pickleball Project, Table D: Project Trip Generation Summary. December 12. 164 increase in sound level is perceived by the human ear as only a doubling of the loudness of the sound. Ambient sounds generally range from 30 dB (very quiet) to 100 dB (very loud). Sound levels are generated from a source, and their decibel level decreases as the distance from that source increases. Sound dissipates exponentially with distance from the noise source. For a single-point source, sound levels decrease approximately 6 dB for each doubling of distance from the source. This drop-off rate is appropriate for noise generated by stationary equipment. If noise is produced by a line source (e.g., highway traffic or railroad operations), the sound decreases 3 dB for each doubling of distance in a hard site environment. Similarly, line sources with intervening absorptive vegetation or line sources that are located at a great distance to the receptor would decrease 4.5 dB for each doubling of distance. There are many ways to rate noise for various time periods, but an appropriate rating of ambient noise affecting humans also accounts for the annoying effects of sound. The equivalent continuous sound level (Leq) is the total sound energy of time-varying noise over a sample period. However, the predominant rating scales for human communities in the State of California are the Leq and Community Noise Equivalent Level (CNEL) or the day-night average noise level (Ldn) based on A-weighted decibels (dBA). CNEL is the time-varying noise over a 24-hour period, with a 5 dBA weighting factor applied to the hourly Leq for noises occurring from 7:00 p.m. to 10:00 p.m. (defined as relaxation hours) and a 10 dBA weighting factor applied to noises occurring from 10:00 p.m. to 7:00 a.m. (defined as sleeping hours). Ldn is similar to the CNEL scale but without the adjustment for events occurring during the evening hours. CNEL and Ldn are within 1 dBA of each other and are normally interchangeable. The City uses the Ldn noise scale for long-term noise impact assessment. Other noise rating scales of importance when assessing the annoyance factor include the maximum instantaneous noise level (Lmax), which is the highest exponential time-averaged sound level that occurs during a stated time period. The noise environments discussed in this analysis for short-term noise impacts are specified in terms of maximum levels denoted by Lmax, which reflects peak operating conditions and addresses the annoying aspects of intermittent noise. Lmax is often used together with another noise scale or noise standards in terms of percentile noise levels in noise ordinances for enforcement purposes. For example, the L10 noise level represents the noise level exceeded 10 percent of the time during a stated period. The L50 noise level represents the median noise level (i.e., half the time the noise level exceeds this level, and half the time it is less than this level). The L90 noise level represents the noise level exceeded 90 percent of the time and is considered the background noise level during a monitoring period. For a relatively constant noise source, the Leq and L50 are approximately the same. Noise impacts can be described in three categories. The first category is audible impacts, which refers to increases in noise levels noticeable to humans. Audible increases in noise levels generally refer to a change of 3 dB or greater because this level has been found to be barely perceptible in exterior environments. The second category, potentially audible, refers to a change in the noise level between 1 and 3 dB. This range of noise levels has been found to be noticeable only in laboratory environments. The last category is changes in noise levels of less than 1 dB, which are inaudible to the human ear. Only audible changes in existing ambient or background noise levels are considered potentially significant. 165 Physiological Effects of Noise Physical damage to human hearing begins at prolonged exposure to noise levels higher than 85 dBA. Exposure to high noise levels affects the entire system, with prolonged noise exposure in excess of 75 dBA increasing body tensions, thereby affecting blood pressure and functions of the heart and the nervous system. In comparison, extended periods of noise exposure above 90 dBA would result in permanent cell damage. When the noise level reaches 120 dBA, a tickling sensation occurs in the human ear even with short-term exposure. This level of noise is called the threshold of feeling. As the sound reaches 140 dBA, the tickling sensation is replaced by the feeling of pain in the ear. This is called the threshold of pain. A sound level of 160–165 dBA will result in dizziness or loss of equilibrium. The ambient or background noise problem is widespread and generally more concentrated in urban areas than in outlying, less developed areas. Table A lists full definitions of acoustical terms, and Table B shows common sound levels and their sources. Table A: Definitions of Acoustical Terms Term Definitions Decibel, dB A unit of level that denotes the ratio between two quantities proportional to power; the number of decibels is 10 times the logarithm (to the base 10) of this ratio. Frequency, Hz Of a function periodic in time, the number of times that the quantity repeats itself in 1 second (i.e., number of cycles per second). A-Weighted Sound Level, dBA The sound level obtained by use of A-weighting. The A-weighting filter deemphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise. All sound levels in this assessment are A-weighted, unless reported otherwise. L01, L10, L50, L90 The fast A-weighted noise levels equaled or exceeded by a fluctuating sound level for 1 percent, 10 percent, 50 percent, and 90 percent of a stated time period. Equivalent Continuous Noise Level, Leq The level of a steady sound that, in a stated time period and at a stated location, has the same A-weighted sound energy as the time varying sound. Community Noise Equivalent Level, CNEL The 24-hour A-weighted average sound level from midnight to midnight, obtained after the addition of 5 dB to sound levels occurring in the evening from 7:00 p.m. to 10:00 p.m. and after the addition of 10 dB to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m. Day/Night Noise Level, Ldn The 24-hour A-weighted average sound level from midnight to midnight, obtained after the addition of 10 dB to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m. Lmax, Lmin The maximum and minimum A-weighted sound levels measured on a sound level meter, during a designated time interval, using fast time averaging. Ambient Noise Level The all-encompassing noise associated with a given environment at a specified time, usually a composite of sound from many sources at many directions, near and far; no particular sound is dominant. Intrusive The noise that intrudes over and above the existing ambient noise at a given location. The relative intrusiveness of a sound depends upon its amplitude, duration, frequency, and time of occurrence and tonal or informational content, as well as the prevailing ambient noise level. Sources: California Department of Transportation (Caltrans) Technical Noise Supplement to the Traffic Noise Analysis Protocol (2013), Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (2018). 166 Table B: Common Sound Levels and Noise Sources Source: LSA (2016). APPLICABLE NOISE STANDARDS City of Newport Beach The City regulates noise based on the criteria presented in the Noise Element of the General Plan as well as the Municipal Code. City of Newport Beach Noise Element of the General Plan The City of Newport Beach has adopted a Noise Element of the General Plan to control noise in the planning process in order to maintain compatible land use with environmental noise levels and to ensure that Newport Beach residents will be protected from excessive noise intrusion. Noise Policies. To protect City of Newport Beach residents from excessive noise, the Noise Element contains the following policies related to the Project: 167 N 1.8 Significant Noise Impacts: Require the employment of noise mitigation measures for existing sensitive uses when a significant noise impact is identified. A significant noise impact occurs when there is an increase in the ambient CNEL produced by new development impacting existing sensitive uses. The CNEL increase is shown in the table below. CNEL (dBA) dBA increase 55 3 60 2 65 1 70 1 Over 75 Any increase is considered significant Land Use Compatibility. The noise criteria identified in Table N2 of the City of Newport Beach Noise Element (see Table C below) are guidelines to evaluate the land use compatibility of transportation related noise. The compatibility criteria provide the City with a planning tool to gauge the compatibility of land uses relative to existing and future exterior noise levels and prevent noise/land use conflicts. The Land Use Noise Compatibility Matrix in the City of Newport Beach General Plan provides guidelines to evaluate the acceptability of transportation-related noise level impacts. City of Newport Beach Municipal Code Section 10.26.025, Community Noise Control, provides the exterior and interior residential noise standards, which represent the maximum acceptable noise levels as measured from any receiving property in the City. It is considered unlawful to create noise on any property that results in noise levels exceeding 55 dBA Leq for a period of 15 minutes at residential uses during daytime hours from 7:00 a.m. to 10:00 p.m. and 50 dBA Leq for a period of 15 minutes at residential uses during nighttime hours from 10:00 p.m. to 7:00 a.m. For commercial uses, exterior noise levels shall not exceed 65 dBA Leq during daytime hours and 60 dBA Leq during nighttime hours. Maximum instantaneous noise levels may not exceed the above values plus 20 dBA for any period of time. 168 Table C: Land Use Compatibility Matrix OVERVIEW OF THE EXISTING NOISE ENVIRONMENT This section describes the existing noise environment in the project site vicinity. Noise monitoring was used to quantify existing noise levels at the project site. In Newport Beach, vehicle traffic is the primary source of noise. Other significant local noise sources include commercial and mechanical equipment noise. Other noise sources that can influence the existing environment at times include aircraft noise. To assess existing noise levels, LSA conducted three long-term ambient noise level measurements in the vicinity of the project site. The long-term noise measurements were recorded from December 1 through December 4, 2023. The long-term noise measurements captured data in order to calculate 169 the hourly Leq and CNEL at each location, which incorporate the nighttime hours. Sources that dominate the existing noise environment include traffic on Jamboree Road, parking lot activity, and golfing activities. Additionally, LSA conducted one long-term and three short-term noise measurements at similar pickleball courts (The Tennis and Pickleball Club at Newport Beach and The Bonita Canyon Pickleball Courts) to capture noise data from pickleball activities, recorded on November 1, 2023. Noise measurement data collected during the short-term and long-term noise monitoring are summarized Tables D and E. Figures 3-1 to 3-3 show the noise monitoring locations. Noise measurement sheets are provided in Appendix A. Table D: Existing Noise Level Measurements – Long Term Location Description Date Daytime Noise Levels1 (dBA Leq) Nighttime Noise Levels2 (dBA Leq) Daily Noise Levels (dBA CNEL) Average Daytime Noise Level (dBA Leq) LT-1 1641 Ford Road, Newport Beach. At the Bonita Canyons Sports Park near the southeastern corner of a pickleball court on a canopy pole, approximately 250 ft away from the MacArthur Boulevard centerline. 11/1/2023 58.4-71.2 48.5-60.2 65.0 64.8 LT-1 (Ambient) 1107 Jamboree Road, Newport Beach. Near the center of the Hyatt Regency valet parking lot, southeast of the hotel, on a tree approximately 140 ft away from the Jamboree Road centerline. 12/1/2023 64.1-65.0 59.6-60.4 67.8 65.0 12/2/2023 62.8-67.8 51.7-60.3 66.2 12/3/2023 59.4-67.9 50.3-58.4 65.5 12/4/2023 64.5-67.9 50.0-63.3 66.6 LT-2 (Ambient) 1107 Jamboree Road, Newport Beach. Along the northeastern border of the Hyatt Regency hotel, on a tree approximately 435 ft away from the Jamboree Road centerline. 12/1/2023 59.1-60.5 55.3-59.5 64.7 60.1 12/2/2023 57.9-62.9 46.6-57.3 61.9 12/3/2023 54.9-62.8 45.6-53.2 61.1 12/4/2023 59.5-63.2 44.2-56.5 61.2 LT-3 (Ambient) 63 Ocean Vista, Newport Beach. Along Jamboree Road, on a fence approximately 60 ft northeast of a home’s property line. 12/1/2023 66.6-67.7 61.7-63.2 70.1 66.9 12/2/2023 66.1-67.8 51.3-63.4 68.5 12/3/2023 62.5-68.3 50.5-61.2 67.7 12/4/2023 67.0-68.8 50.5-64.4 68.4 Source: Compiled by LSA (2024). 1 Daytime Noise Levels = noise levels during the hours from 7:00 a.m. to 10:00 p.m. 2 Nighttime Noise Levels = noise levels during the hours from 10:00 p.m. to 7:00 a.m. CNEL = Community Noise Equivalent Level dBA = A-weighted decibels ft = feet Leq = equivalent continuous sound level 170 Table E: Short-Term Noise Level Measurements Location Description Date Measured Noise Level (dBA Leq) Primary Noise Sources ST-1 11 Clubhouse Drive, Newport Beach. Near the center of one of the Pickleball courts. 11/1/2023 64.9 Pickleball activity from a doubles game. Intermittent cheering ST-2 11 Clubhouse Drive, Newport Beach. Near the center of one of the Pickleball courts. 11/1/2023 62.3 Pickleball activity from a singles game. Intermittent cheering Source: Compiled by LSA (2024). dBA = A-weighted decibels Leq=equivalent continuous sound level AIRCRAFT NOISE Airport-related noise levels are primarily associated with aircraft engine noise made while aircraft are taking off, landing, or running their engines while still on the ground. The closest airport to the project site is John Wayne Airport (JWA), approximately 3.6 miles to the north. The project site is outside the 60 dBA CNEL noise contour of JWA based on the JWA Airport Impact Zones map in the Airport Environs Land Use Plan (Orange County Airport Land Use Commission 2008), and the 2021 Third Quarter 65 dB CNEL contour (JWA 2021) for JWA. Because the project is located outside of the nearest airport’s 60 dBA CNEL contour, no further analysis related to airport noise is required in this report. Sensitive Land Uses in the Project Vicinity Certain land uses are considered more sensitive to noise than others are. Examples of these include residential areas, educational facilities, hospitals, childcare facilities, and senior housing. The project site is surrounded primarily by commercial and office uses. The areas adjacent to the project site include the following uses: Hyatt Back Bay golf course to the west, Palisades Tennis Club to the north, residential uses to the east, and Hyatt Regency hotel to the south. The closest sensitive receptors to the project site are the Hyatt Regency Hotel located approximately 130 feet west of the project site boundary and single-family homes located approximately 160 feet east of the project site boundary, across Jamboree Road. PROJECT IMPACT ANALYSIS The proposed project would result in long-term noise impacts as described below. Long-Term Off-Site Traffic Noise Impact Analysis In order to assess the potential traffic impacts related to the proposed project, LSA estimates that the proposed project would result in a net increase of 549 ADT based on the proposed increase in square footage. Based on the ADTs provided by the City of Newport Beach, the ADT along Jamboree Road south of Santa Barbara Drive in the project vicinity is approximately 15,288 based on the existing Peak PM (2023) traffic volumes. The following equation was used to determine the potential impacts of the project: 171 Change in CNEL = 10 log10 [Ve+p/Vexisting] Where: Vexisting = the existing daily volume Ve+p = existing daily volumes plus project Change in CNEL = the increase in noise level due to the project The results of the calculations show that an increase of less than 0.2 dBA CNEL is expected along Jamboree Road. A noise level increase of less than 3 dBA would not be perceptible to the human ear; therefore, the traffic noise increase along Jamboree Road resulting from the proposed project would be less than significant. No mitigation is required. Long-Term Operational Noise Impact Analysis The proposed project would generate noise from pickleball activities. The closest off-site uses are the Hyatt Regency Hotel, approximately 290 feet west of the acoustical center of the pickleball courts, and the existing residential uses opposite Jamboree Road to the east, approximately 350 feet of the center of the pickleball courts. The reduction of pickleball activities noise levels would be provided primarily by distance attenuation to off-site uses. Assuming each court is hosting a doubles game, with each court generating an average noise level of 64.9 dBA Leq at 25 feet, pickleball activity noise levels are estimated to approach 57.6 dBA Leq at the hotel use approximately 290 feet away. Although this noise level would exceed the City’s exterior daytime (7:00 a.m. to 10:00 p.m.) noise standards of 55 dBA Leq, it would not cause an increase of 3 dBA or more over the ambient daytime noise level, which is measured at an average of 60.1 dBA Leq near the boundary of the hotel. Similarly, pickleball activity noise levels are estimated to approach 55.6 dBA Leq at the residential uses to the east approximately 350 feet away. This noise level would exceed the City’s exterior daytime (7:00 a.m. to 10:00 p.m.) noise standards of 55 dBA Leq, but would not cause an increase of 3 dBA or more over the ambient daytime noise level, which is measured at an average of 66.9 dBA Leq near the boundary of the residential uses. Pickleball instruction and play are limited to daytime hours of operation (between 8:00 a.m. and 8:30 p.m.) and are closed during nighttime hours. Therefore, the proposed project would not lead to new or substantially more severe significant impacts associated with pickleball activity noise. Attachments: A: Figures B: Noise Measurement Data 172 ATTACHMENT A FIGURES 173 ^KhZ˝W˝’„]d}›}P„›Z]îìîð :Wpîìîïíîìñp'/^pW„}pE˚Á›}„ıW]lo˚oo}µ„ı’pE˚Á›}„ıW]lo˚oo}µ„ı’X›„Æ~îlñlîìîð &/'hZ˝í E˚Á›}„ıW]lo˚oo}µ„ı’ 2 5 $ 1 * ( & 2 8 1 7 < xxˆ xxˇxx xx˘˘ xx ]^›˘ ]^›˘ W„}i˚ıs]]v]ıÇ ì íììì îììì &˝˝d W„}i˚ı>}}v W„}i˚ı>}}v FI G U R E 2 I: \ 2 0 2 3 1 2 0 5 \ G \ S i t e _ P l a n . a i ( 5 / 3 1 / 2 0 2 4 ) Si t e P l a n Ne w p o r t P i c k l e b a l l C o u r t s FE E T 10 0 50 0 28.0' 66.7' 19.7' 17.8' R29.1' R3.5' R5. 0 ' 1 2 3 4 5 6 7 8 9 10 15 16 17 18 19 20 21 22 14 13 11 12 SE C O N D EN T R A N C E GA T E MA I N EN T R A N C E GA T E 25 . 3 ' 25 . 3 ' 32 . 3 ' 24 . 3 ' 27 . 0 ' 16 . 0 ' R5.0' R10. 0 ' EM E R G E N C Y AC C E S S GA T E R2 0 . 0 ' R8.0' R5. 0 ' R2 . 0 ' R10.0 ' R10.0 ' R10.0' R2 0 . 0 ' R1 5 . 0 ' R 1 5 . 0 ' R1 5 . 0 ' R1 5 . 0 ' JA M B O R E E R O A D HY A T T N E W P O R T E R P I C K L E B A L L 11 0 7 J A M B O R E E R O A D NE W P O R T B E A C H , C A L I F O R N I A 9 2 6 6 0 1 1 SI T E P L A N HY A T T N E W P O R T E R P I C K L E B A L L 11 0 7 J A M B O R E E R O A D NE W P O R T B E A C H , C A 9 2 6 6 0 - 6 0 S P A C E S ( 2 A D A ) - 5 R E L O C A T E D A D A S P A C E S - 8 6 S P A C E S ( 3 A D A ) CU R B L I N E - WA L K W A Y - TR A F F I C F L O W D I R E C T I O N - AD A P A T H O F T R A V E L - PA R K I N G L I M I T S - TR A F F I C C O N E S - - 9 4 S P A C E S 64 9 175 SO U R C E : G o o g l e E a r t h 2 0 2 3 FE E T 12 0 60 0 FI G U R E 3 - 1 MacArthur Blvd For d R d Bo n i t a C a n y o n P i c k l e b a l l C o u r t s I: \ 2 0 2 3 1 2 0 5 \ G \ N o i s e _ L o c s . a i ( 2 / 5 / 2 0 2 4 ) Ne w p o r t P i c k l e b a l l C o u r t s MacArthur Blvd For d R d LT-1 LT - 1 LE G E N D Pr o j e c t S i t e B o u n d a r y Lo n g - t e r m N o i s e M o n i t o r i n g L o c a ti on LT-1 LT - 1 176 SO U R C E : G o o g l e E a r t h 2 0 2 3 FE E T 20 0 10 0 0 FI G U R E 3 - 2 Jam b o r e e R d Back B a y D r Pa l i s a d e s T e n n i s C l u b C o u r t s I: \ 2 0 2 3 1 2 0 5 \ G \ N o i s e _ L o c s . a i ( 2 / 5 / 2 0 2 4 ) Ne w p o r t P i c k l e b a l l C o u r t s LE G E N D Pr o j e c t S i t e B o u n d a r y Lo n g - t e r m N o i s e M o n i t o r i n g L o c a ti on LT-1 LT - 1 Jam b o r e e R d Back B a y D r LT-1 Am b i e n t LT-2 Am b i e n t LT-3 Am b i e n t LT - 1 Am b i e n t LT - 2 Am b i e n t LT - 3 Am b i e n t 177 ATTACHMENT B NOISE MEASUREMENT DATA 178 Noise Measurement Survey – 72 HR Project Number: 20231205 Test Personnel: Kevin Nguyendo Project Name: Newport Pickleball Equipment: Spark 706RC (SN:814) Site Number: LT-1 Date: 12/1/23 Time: From 4:00 p.m. To 4:00 p.m. Site Location: 1107 Jamboree Rd, Newport Beach, CA 92660. Located near the center Of the Hyatt Regency valet parking lot just southeast of the hotel on a tree. Primary Noise Sources: Traffic on Jamboree Road and parking lot activity. Comments: Photo: 179 Long-Term (72-Hour) Noise Level Measurement Results at LT-1 Start Time Date Noise Level (dBA) Leq Lmax Lmin 4:00 PM 12/1/23 65.0 74.0 49.6 5:00 PM 12/1/23 64.6 85.3 48.5 6:00 PM 12/1/23 64.1 86.8 47.9 7:00 PM 12/1/23 63.8 81.1 47.6 8:00 PM 12/1/23 63.0 83.2 48.2 9:00 PM 12/1/23 62.2 80.4 48.2 10:00 PM 12/1/23 60.4 79.9 47.0 11:00 PM 12/1/23 59.6 79.3 45.8 12:00 AM 12/2/23 56.4 76.5 45.7 1:00 AM 12/2/23 56.3 77.1 45.6 2:00 AM 12/2/23 53.4 65.7 44.6 3:00 AM 12/2/23 51.7 70.5 44.1 4:00 AM 12/2/23 51.9 69.0 43.9 5:00 AM 12/2/23 56.2 70.6 44.3 6:00 AM 12/2/23 59.9 78.1 47.3 7:00 AM 12/2/23 64.6 75.4 49.6 8:00 AM 12/2/23 63.6 78.4 48.1 9:00 AM 12/2/23 63.3 80.1 47.6 10:00 AM 12/2/23 65.1 86.8 48.0 11:00 AM 12/2/23 65.2 83.6 51.1 12:00 PM 12/2/23 66.0 89.0 48.2 1:00 PM 12/2/23 67.8 93.6 49.8 2:00 PM 12/2/23 66.0 90.0 49.6 3:00 PM 12/2/23 65.8 87.3 47.6 4:00 PM 12/2/23 65.4 79.9 49.1 5:00 PM 12/2/23 63.3 78.7 48.0 6:00 PM 12/2/23 62.8 77.2 46.7 7:00 PM 12/2/23 63.0 77.2 48.5 8:00 PM 12/2/23 62.0 80.0 45.4 9:00 PM 12/2/23 60.7 74.0 48.2 10:00 PM 12/2/23 60.3 76.7 47.5 11:00 PM 12/2/23 58.6 72.3 47.1 12:00 AM 12/3/23 55.7 67.5 44.8 1:00 AM 12/3/23 55.8 75.9 44.8 2:00 AM 12/3/23 54.8 78.3 44.4 3:00 AM 12/3/23 50.5 65.0 43.6 4:00 AM 12/3/23 50.3 68.8 43.6 5:00 AM 12/3/23 53.6 68.3 43.9 6:00 AM 12/3/23 58.1 78.1 45.1 7:00 AM 12/3/23 59.4 76.4 46.0 8:00 AM 12/3/23 64.8 85.4 47.2 9:00 AM 12/3/23 63.6 75.9 45.3 10:00 AM 12/3/23 63.6 74.8 46.2 11:00 AM 12/3/23 64.0 78.2 47.3 12:00 PM 12/3/23 65.5 78.9 47.1 180 1:00 PM 12/3/23 64.0 75.5 47.6 2:00 PM 12/3/23 65.5 83.9 47.6 3:00 PM 12/3/23 67.9 93.2 47.9 4:00 PM 12/3/23 66.1 88.1 48.2 5:00 PM 12/3/23 64.3 73.7 46.6 6:00 PM 12/3/23 63.3 76.5 48.0 7:00 PM 12/3/23 64.1 76.4 48.0 8:00 PM 12/3/23 63.2 82.3 45.8 9:00 PM 12/3/23 61.5 77.3 45.0 10:00 PM 12/3/23 58.4 70.1 44.4 11:00 PM 12/3/23 55.4 67.2 44.4 12:00 AM 12/4/23 54.5 73.6 43.9 1:00 AM 12/4/23 51.9 68.5 43.6 2:00 AM 12/4/23 50.0 67.1 43.6 3:00 AM 12/4/23 50.7 68.4 43.6 4:00 AM 12/4/23 54.5 72.8 43.8 5:00 AM 12/4/23 59.6 75.2 44.8 6:00 AM 12/4/23 63.3 77.2 47.2 7:00 AM 12/4/23 66.6 79.5 50.7 8:00 AM 12/4/23 65.9 76.9 49.6 9:00 AM 12/4/23 65.2 78.1 46.4 10:00 AM 12/4/23 65.2 86.4 48.8 11:00 AM 12/4/23 64.5 76.8 47.7 12:00 PM 12/4/23 64.5 81.6 45.9 1:00 PM 12/4/23 65.0 77.9 47.3 2:00 PM 12/4/23 65.6 85.1 46.4 3:00 PM 12/4/23 64.7 77.2 48.5 Source: Compiled by LSA Associates, Inc. (2023). dBA = A-weighted decibel Leq = equivalent continuous sound level Lmax = maximum instantaneous noise level Lmin = minimum measured sound level 181 Noise Measurement Survey – 72 HR Project Number: 20231205 Test Personnel: Kevin Nguyendo Project Name: Newport Pickleball Equipment: Spark 706RC (SN:119) Site Number: LT-2 Date: 12/1/23 Time: From 4:00 p.m. To 4:00 p.m. Site Location: 1107 Jamboree Rd, Newport Beach, CA 92660. Located along the northeast border of the Hyatt Regency hotel on a tree. Primary Noise Sources: Faint traffic on Jamboree Road and golfing activity. Comments: Photo: 182 Long-Term (72-Hour) Noise Level Measurement Results at LT-2 Start Time Date Noise Level (dBA) Leq Lmax Lmin 4:00 PM 12/1/23 60.5 77.3 44.3 5:00 PM 12/1/23 59.1 75.0 44.8 6:00 PM 12/1/23 59.2 76.0 44.4 7:00 PM 12/1/23 60.2 75.5 44.6 8:00 PM 12/1/23 59.2 76.6 45.3 9:00 PM 12/1/23 58.8 75.5 44.4 10:00 PM 12/1/23 59.5 86.6 44.8 11:00 PM 12/1/23 55.3 70.9 42.4 12:00 AM 12/2/23 51.5 68.6 42.5 1:00 AM 12/2/23 50.7 68.1 42.4 2:00 AM 12/2/23 48.2 61.2 41.3 3:00 AM 12/2/23 46.6 63.1 40.9 4:00 AM 12/2/23 47.9 68.2 40.9 5:00 AM 12/2/23 51.3 64.2 41.2 6:00 AM 12/2/23 54.8 72.0 44.2 7:00 AM 12/2/23 62.9 75.8 47.7 8:00 AM 12/2/23 60.8 76.0 45.6 9:00 AM 12/2/23 59.4 76.1 44.9 10:00 AM 12/2/23 60.7 75.6 45.5 11:00 AM 12/2/23 60.1 77.1 45.5 12:00 PM 12/2/23 61.5 76.7 44.7 1:00 PM 12/2/23 60.2 74.2 46.7 2:00 PM 12/2/23 60.8 80.4 45.8 3:00 PM 12/2/23 60.8 85.0 44.5 4:00 PM 12/2/23 59.8 76.8 43.4 5:00 PM 12/2/23 57.9 71.2 44.2 6:00 PM 12/2/23 59.2 76.2 44.1 7:00 PM 12/2/23 59.7 77.1 44.2 8:00 PM 12/2/23 58.1 76.2 45.7 9:00 PM 12/2/23 58.1 74.1 48.1 10:00 PM 12/2/23 57.3 74.1 48.6 11:00 PM 12/2/23 54.2 66.0 44.4 12:00 AM 12/3/23 51.7 62.8 41.6 1:00 AM 12/3/23 51.0 66.8 41.2 2:00 AM 12/3/23 49.0 66.2 40.5 3:00 AM 12/3/23 45.6 58.1 40.3 4:00 AM 12/3/23 45.9 64.1 40.3 5:00 AM 12/3/23 49.0 63.1 40.5 6:00 AM 12/3/23 53.2 71.9 41.8 7:00 AM 12/3/23 54.9 68.2 43.7 8:00 AM 12/3/23 62.8 76.1 45.4 9:00 AM 12/3/23 61.0 76.0 42.9 10:00 AM 12/3/23 60.1 75.5 43.6 11:00 AM 12/3/23 60.9 76.7 44.6 12:00 PM 12/3/23 61.8 77.4 43.4 1:00 PM 12/3/23 59.2 73.8 42.4 2:00 PM 12/3/23 60.5 77.2 42.6 3:00 PM 12/3/23 62.0 84.3 44.5 4:00 PM 12/3/23 61.3 77.2 43.9 5:00 PM 12/3/23 59.9 74.1 43.3 6:00 PM 12/3/23 60.0 82.1 43.8 7:00 PM 12/3/23 60.5 75.9 44.4 183 8:00 PM 12/3/23 59.3 76.4 43.0 9:00 PM 12/3/23 57.0 74.5 42.2 10:00 PM 12/3/23 52.8 65.7 42.1 11:00 PM 12/3/23 49.1 63.2 41.4 12:00 AM 12/4/23 47.9 64.1 40.7 1:00 AM 12/4/23 45.5 59.6 40.2 2:00 AM 12/4/23 44.2 58.6 40.1 3:00 AM 12/4/23 46.4 58.6 40.5 4:00 AM 12/4/23 48.1 64.6 40.9 5:00 AM 12/4/23 53.4 68.2 42.1 6:00 AM 12/4/23 56.5 68.1 45.1 7:00 AM 12/4/23 63.2 75.9 50.1 8:00 AM 12/4/23 61.8 76.4 46.1 9:00 AM 12/4/23 60.5 75.9 44.7 10:00 AM 12/4/23 60.8 75.3 44.6 11:00 AM 12/4/23 60.5 75.0 42.1 12:00 PM 12/4/23 59.8 76.2 43.2 1:00 PM 12/4/23 61.0 75.0 43.2 2:00 PM 12/4/23 61.2 81.7 44.9 3:00 PM 12/4/23 59.5 74.3 44.7 Source: Compiled by LSA Associates, Inc. (2023). dBA = A-weighted decibel Leq = equivalent continuous sound level Lmax = maximum instantaneous noise level Lmin = minimum measured sound level 184 Noise Measurement Survey – 72 HR Project Number: 20231205 Test Personnel: Kevin Nguyendo Project Name: Newport Pickleball Equipment: Spark 706RC (SN:907) Site Number: LT-3 Date: 12/1/23 Time: From 4:00 p.m. To 4:00 p.m. Site Location: 63 Ocean Vista, Newport Beach, CA 92660. Located along Jamboree Road, Approximately 60 feet northeast of a home’s property line on a fence. Primary Noise Sources: Traffic on Jamboree Road Comments: Photo: 185 Long-Term (72-Hour) Noise Level Measurement Results at LT-3 Start Time Date Noise Level (dBA) Leq Lmax Lmin 4:00 PM 12/1/23 67.7 85.1 45.7 5:00 PM 12/1/23 67.2 83.2 46.5 6:00 PM 12/1/23 66.6 86.7 45.6 7:00 PM 12/1/23 66.1 83.1 43.0 8:00 PM 12/1/23 64.1 76.4 42.5 9:00 PM 12/1/23 64.9 80.4 42.6 10:00 PM 12/1/23 63.2 79.8 41.7 11:00 PM 12/1/23 61.7 80.2 39.5 12:00 AM 12/2/23 59.4 84.3 39.7 1:00 AM 12/2/23 57.5 74.2 38.1 2:00 AM 12/2/23 55.9 75.7 37.4 3:00 AM 12/2/23 53.6 73.5 36.3 4:00 AM 12/2/23 51.3 69.6 38.1 5:00 AM 12/2/23 57.3 76.5 37.9 6:00 AM 12/2/23 61.1 76.9 42.8 7:00 AM 12/2/23 67.2 79.7 45.1 8:00 AM 12/2/23 66.6 84.5 40.9 9:00 AM 12/2/23 66.1 78.8 38.1 10:00 AM 12/2/23 67.3 87.4 40.9 11:00 AM 12/2/23 67.0 82.2 42.9 12:00 PM 12/2/23 67.8 83.1 44.8 1:00 PM 12/2/23 67.5 88.3 43.7 2:00 PM 12/2/23 67.0 85.8 41.5 3:00 PM 12/2/23 67.2 88.4 42.5 4:00 PM 12/2/23 67.4 85.2 42.4 5:00 PM 12/2/23 66.3 80.9 41.5 6:00 PM 12/2/23 66.1 80.2 44.6 7:00 PM 12/2/23 66.4 83.3 44.2 8:00 PM 12/2/23 64.4 78.2 40.6 9:00 PM 12/2/23 64.6 81.9 39.7 10:00 PM 12/2/23 63.4 77.5 41.0 11:00 PM 12/2/23 62.1 82.3 41.7 12:00 AM 12/3/23 58.9 74.2 39.7 1:00 AM 12/3/23 58.5 82.9 38.5 2:00 AM 12/3/23 56.7 81.6 37.6 3:00 AM 12/3/23 52.9 76.2 37.4 4:00 AM 12/3/23 50.5 69.9 35.9 5:00 AM 12/3/23 54.9 73.2 37.3 6:00 AM 12/3/23 61.2 84.6 40.1 7:00 AM 12/3/23 62.5 85.0 43.6 8:00 AM 12/3/23 67.3 80.1 42.0 9:00 AM 12/3/23 66.5 78.8 37.6 10:00 AM 12/3/23 67.1 80.4 40.1 11:00 AM 12/3/23 67.2 84.1 42.7 12:00 PM 12/3/23 68.0 82.7 42.2 1:00 PM 12/3/23 66.7 83.1 42.1 2:00 PM 12/3/23 67.0 86.6 42.6 3:00 PM 12/3/23 68.3 91.0 44.3 4:00 PM 12/3/23 68.2 88.8 43.9 5:00 PM 12/3/23 67.0 79.5 45.3 6:00 PM 12/3/23 65.8 78.3 44.8 7:00 PM 12/3/23 66.4 85.4 44.8 186 8:00 PM 12/3/23 65.2 79.6 40.4 9:00 PM 12/3/23 63.5 83.3 40.2 10:00 PM 12/3/23 59.6 76.8 38.6 11:00 PM 12/3/23 56.5 73.0 37.1 12:00 AM 12/4/23 55.7 78.8 36.2 1:00 AM 12/4/23 52.6 74.2 34.8 2:00 AM 12/4/23 50.9 77.0 34.6 3:00 AM 12/4/23 50.5 69.5 36.7 4:00 AM 12/4/23 56.7 82.4 37.0 5:00 AM 12/4/23 61.1 80.5 39.9 6:00 AM 12/4/23 64.4 82.6 44.9 7:00 AM 12/4/23 68.8 79.5 49.5 8:00 AM 12/4/23 68.3 80.7 45.4 9:00 AM 12/4/23 67.5 81.2 43.1 10:00 AM 12/4/23 67.6 89.6 43.3 11:00 AM 12/4/23 67.1 85.6 40.7 12:00 PM 12/4/23 67.0 81.9 40.2 1:00 PM 12/4/23 67.5 78.9 42.4 2:00 PM 12/4/23 68.4 88.9 43.2 3:00 PM 12/4/23 67.8 90.0 42.6 Source: Compiled by LSA Associates, Inc. (2023). dBA = A-weighted decibel Leq = equivalent continuous sound level Lmax = maximum instantaneous noise level Lmin = minimum measured sound level 187 Noise Measurement Survey – 24 HR Project Number: 20231205 Test Personnel: Kevin Nguyendo Project Name: Newport Pickleball Equipment: Spark 706RC (SN:906) Site Number: LT-1 Date: 11/1/23 Time: From 12:00 p.m. To 12:00 p.m. Site Location: 1641 Ford Rd, Newport Beach, CA 92660. At the Bonita Canyons Sports Park near the southeastern corner of a pickleball court on a canopy pole. Primary Noise Sources: Pickleball activity noise. Faint playground activity noise. Comments: Photo: 188 Long-Term (24-Hour) Noise Level Measurement Results at LT-1 Start Time Date Noise Level (dBA) Leq Lmax Lmin 12:00 PM 11/1/23 66.8 87.3 50.3 1:00 PM 11/1/23 66.9 79.9 51.6 2:00 PM 11/1/23 59.3 76.4 46.6 3:00 PM 11/1/23 58.4 72.4 47.6 4:00 PM 11/1/23 59.3 68.8 50.3 5:00 PM 11/1/23 61.9 76.9 52.7 6:00 PM 11/1/23 59.6 70.0 47.2 7:00 PM 11/1/23 58.8 73.6 48.3 8:00 PM 11/1/23 58.7 74.2 47.9 9:00 PM 11/1/23 58.4 71.0 44.6 10:00 PM 11/1/23 57.5 70.8 41.4 11:00 PM 11/1/23 54.8 68.6 36.7 12:00 AM 11/2/23 51.9 68.0 36.7 1:00 AM 11/2/23 50.4 65.6 36.6 2:00 AM 11/2/23 48.5 61.2 34.9 3:00 AM 11/2/23 51.0 73.2 35.0 4:00 AM 11/2/23 53.0 65.7 35.3 5:00 AM 11/2/23 56.3 65.1 41.6 6:00 AM 11/2/23 60.2 68.2 46.8 7:00 AM 11/2/23 63.0 71.9 51.8 8:00 AM 11/2/23 68.5 88.3 54.2 9:00 AM 11/2/23 71.2 87.1 54.2 10:00 AM 11/2/23 61.2 79.6 50.5 11:00 AM 11/2/23 60.3 79.5 46.7 Source: Compiled by LSA Associates, Inc. (2023). dBA = A-weighted decibel Leq = equivalent continuous sound level Lmax = maximum instantaneous noise level Lmin = minimum measured sound level 189 Noise Measurement Survey Project Number: 20231205 Test Personnel: Kevin Nguyendo Project Name: Newport Pickleball Equipment: Larson Davis 824 Site Location: 11 Clubhouse Drive, Newport Beach, CA 92660. Along northeastern Pickleball courts. Primary Noise Sources: Pickleball activity from a doubles game. Intermittent cheering. Measurement Results Atmospheric Conditions: Comments: 22 ft from the border of pickle ball court, 16 ft from the wall. Up to 70 dBA max during smashes. 62-68 dBA max during regular volley depending how hard it was hit. About 51 dba ambient when not playing. Traffic Description: Roadway # Lanes Speeds NB/EB Counts SB/WB Counts Auto MT HT Auto MT HT Site Number: ST-1 Date: 11/1/2023 Time: From 1:08 p.m. To 1:30 p.m. dBA Leq 64.9 Lmax 88.3 Lmin 49.1 Lpeak 104.8 L2 71.4 L8 67.9 L25 64.7 L50 60.7 SEL Maximum Wind Velocity (mph) 4.0 Average Wind Velocity (mph) 1.4 Temperature (F) 8.1 Relative Humidity (%) 18.9 Comments: 190 Diagram: Location Photo: 191 Noise Measurement Survey Project Number: 20231205 Test Personnel: Kevin Nguyendo Project Name: Newport Pickleball Equipment: Larson Davis 824 Site Location: 11 Clubhouse Drive, Newport Beach, CA 92660. Near the center of the Pickleball courts. Primary Noise Sources: Pickleball activity from a singles game. Intermittent cheering. Measurement Results Atmospheric Conditions: Comments: 14 ft from the border of the active pickle ball court. On the adjacent court. Faint pickle ball activity noise from adjacent courts. Traffic Description: Roadway # Lanes Speeds NB/EB Counts SB/WB Counts Auto MT HT Auto MT HT Site Number: ST-2 Date: 11/1/2023 Time: From 1:55 p.m. To 2:10 p.m. dBA Leq 62.3 Lmax 77.5 Lmin 51.2 Lpeak 103.5 L2 68.7 L8 66.0 L25 63.1 L50 60.6 SEL Maximum Wind Velocity (mph) 7.0 Average Wind Velocity (mph) 2.6 Temperature (F) 81.9 Relative Humidity (%) 22.8 Comments: 192 Diagram: Location Photo: 193 IN T E N T I O N A L L Y B L A N K P A G E 194 Attachment No. PC 5 Air Quality Technical Memorandum dated May 31, 2024 195 IN T E N T I O N A L L Y B L A N K P A G E 196 MEMORANDUM DATE: May 31, 2023 TO: Sean Matsler, Cox Castle FROM: Cara Cunningham, Associate Bianca Martinez, Air Quality Specialist SUBJECT: Air Quality Technical Memorandum for the Newport Pickleball Courts in Newport Beach, California INTRODUCTION LSA has prepared this Air Quality Technical Memorandum to evaluate the impacts associated with operation of the proposed Newport Beach Pickleball Court Project (project) located in Newport Beach, Orange County, California. This analysis was prepared using methods and assumptions recommended in the air quality impact assessment guidelines of the South Coast Air Quality Management District (SCAQMD) in its CEQA Air Quality Handbook1 and associated updates. This analysis includes an assessment of criteria pollutant emissions, an assessment of carbon monoxide (CO) hot-spot impacts, and an assessment of impacts to sensitive receptors. PROJECT LOCATION AND DESCRIPTION The 1.0-acre project site is located at 1107 Jamboree Road, Newport Beach, Orange County, California. The project site is currently developed with six tennis courts and 15 parking spaces. The project site is surrounded by the Hyatt Hotel, recreational uses, and residential uses. Access to the project site is provided by Jamboree Road. The project location is shown on Figure 1 (attached). The proposed project would convert the existing on-site tennis courts into 22 pickleball courts.. Pedestrian circulation improvements are also proposed to create a new entrance on the west side of the property. The parking requirement for the proposed project is 66 spaces, consisting of 3 spaces per each of the 22 proposed pickleball courts. All of the proposed parking spaces would be shared with the Hyatt surface parking lot to the south and northwest of the proposed project. However, the proposed project would have the exclusive use of 86 parking spaces. In addition, approximately 800 square feet of existing landscape would be converted into a concrete walkway, but the existing landscape area within the project site would remain as is. Once operational, the proposed project 1 South Coast Air Quality Management District (SCAQMD). 1993. CEQA Air Quality Handbook. Website: http://www.aqmd.gov/home/rules-compliance/ceqa/air-quality-analysis-handbook/ceqa-air-quality- handbook-(1993) (accessed February 2024). 197 would generate approximately 985 average daily trips.2 Furthermore, the proposed project would not require a change to the General Plan land use designation or the current zoning and would be consistent with the City of Newport Beach (City) General Plan and Zoning Ordinance. EXISTING LAND USES IN THE PROJECT AREA For the purpose of this analysis, sensitive receptors are areas of the population that have an increased sensitivity to air pollution or environmental contaminants. Sensitive receptor locations include residences, schools, daycare centers, hospitals, parks, and similar uses that are sensitive to air quality. Impacts on sensitive receptors are of particular concern because those receptors are the population most vulnerable to the effects of air pollution. The project site is surrounded primarily by commercial and office uses. The areas adjacent to the project site include the following uses: Hyatt Back Bay golf course to the west, Palisades Tennis Club to the north, residential uses to the east, and Hyatt Regency hotel to the south. The closest sensitive receptors to the project site are the single- family homes located approximately 160 feet to the east, across Jamboree Road. ENVIRONMENTAL SETTING Air quality is primarily a function of local climate, local sources of air pollution, and regional pollution transport. The amount of a given pollutant in the atmosphere is determined by the amount of the pollutant released and the atmosphere’s ability to transport and dilute the pollutant. The major determinants of transport and dilution are wind, atmospheric stability, terrain and, for photochemical pollutants, sunshine. A region’s topographic features have a direct correlation with air pollution flow and therefore are used to determine the boundary of air basins. The proposed project is in Orange County and is within the jurisdiction of SCAQMD, which regulates air quality in the South Coast Air Basin (Basin). The Basin comprises approximately 10,000 square miles and covers all of Orange County and the urban parts of Los Angeles, Riverside, and San Bernardino Counties. The Basin is on a coastal plain with connecting broad valleys and low hills to the east. Regionally, the Basin is bounded by the Pacific Ocean to the southwest and high mountains to the east, forming the inland perimeter. Both State and federal governments have established health-based ambient air quality standards for six criteria air pollutants: CO, ozone (O3), nitrogen dioxide (NO2), sulfur dioxide (SO2), lead (Pb), and suspended particulate matter. In addition, the State has set standards for sulfates, hydrogen sulfide, vinyl chloride, and visibility-reducing particles. These standards are designed to protect the health and welfare of the populace with a reasonable margin of safety. Two criteria pollutants, O3 and NO2, are considered regional pollutants because they (or their precursors) affect air quality on a regional scale. Pollutants such as CO, SO2, and Pb are considered local pollutants that tend to accumulate in the air locally. Air quality monitoring stations are located throughout the nation and are maintained by the local air districts and State air quality regulating agencies. Data collected at permanent monitoring stations 2 LSA Associates, Inc. 2023. Transportation Memorandum for the Newport Beach Pickleball Project, Table D: Project Trip Generation Summary. December 12. 198 are used by the United States Environmental Protection Agency (USEPA) to identify regions as “attainment” or “nonattainment” depending on whether the regions meet the requirements stated in the applicable National Ambient Air Quality Standards (NAAQS). Nonattainment areas are imposed with additional restrictions as required by the USEPA. In addition, different classifications of attainment (e.g., marginal, moderate, serious, severe, and extreme) are used to classify each air basin in the State on a pollutant-by-pollutant basis. The classifications are used as a foundation to create air quality management strategies to improve air quality and to comply with the NAAQS. As shown in Table A, the Basin is designated as nonattainment by the federal standards for O3 and particulate matter less than 2.5 microns in diameter (PM2.5) and nonattainment by the State standards for O3, particulate matter less than 10 microns in diameter (PM10), and PM2.5. Table A: Attainment Status of Criteria Pollutants in the South Coast Air Basin Pollutant State Federal O3 1-hour Nonattainment N/A O3 8-hour Nonattainment Extreme Nonattainment PM10 Nonattainment Attainment/Maintenance PM2.5 Nonattainment Nonattainment CO Attainment Attainment/Maintenance NO2 Attainment Unclassified/Attainment (1-hour) Attainment/Maintenance (Annual) SO2 Attainment Unclassified/Attainment Lead Attainment1 Unclassified/Attainment1 All Others Attainment/Unclassified Attainment/Unclassified Source 1: NAAQS and CAAQS Attainment Status for South Coast Air Basin (SCAQMD 2016). Source 2: Nonattainment Areas for Criteria Pollutants (Green Book) (USEPA 2019). 1 Only the Los Angeles County portion of the South Coast Air Basin is in nonattainment for lead. CAAQS = California Ambient Air Quality Standards CO = carbon monoxide N/A = not applicable NAAQS = National Ambient Air Quality Standards NO2 = nitrogen dioxide O3 = ozone PM10 = particulate matter less than 10 microns in diameter PM2.5 = particulate matter less than 2.5 microns in diameter SCAQMD = South Coast Air Quality Management District SO2 = sulfur dioxide USEPA = United States Environmental Protection Agency O3 levels, as measured by peak concentrations and the number of days over the State 1-hour standard, have declined substantially as a result of aggressive programs by SCAQMD and other regional, State, and federal agencies. The reduction of peak concentrations represents progress in improving public health; however, the Basin still exceeds the State standard for 1-hour and 8-hour O3 levels. The USEPA lowered the 1997 0.80 part per million (ppm) national 8-hour O3 standard to 0.75 ppm in 2008 and then to 0.70 ppm on October 1, 2015. The Basin is classified as nonattainment for the 1-hour and 8-hour O3 standards at the State level and as Severe-15 nonattainment for the 8-hour O3 standard at the federal level. During the 2020–2022 period, the Anaheim Monitoring Station located at 1630 West Pampas Lane (the closest monitoring station to the project site) 199 recorded the following exceedances of the State and federal 1-hour and 8-hour O3 standards.3 The federal 1-hour O3 standard had no exceedances in the 3-year period. • The federal 8-hour O3 standard had 15 exceedances in 2020, 0 in 2021, and 1 in 2022. • The State 8-hour O3 standard had 4 exceedances in 2020, 0 in 2021, and 1 in 2022. • The State 1-hour O3 standard had 6 exceedances in 2020, 0 in 2021, and 1 in 2022. National and State standards have also been established for PM2.5 over 24-hour and yearly averaging periods. PM2.5, because of the small size of individual particles, can be especially harmful to human health. PM2.5 is emitted by common combustion sources such as cars, trucks, buses, and power plants, in addition to ground-disturbing activities. On December 17, 2006, the USEPA strengthened the 24-hour PM2.5 NAAQS from 65 micrograms per cubic meter (µg/m3) to 35 µg/m3, and the Basin was subsequently designated as an attainment area for the PM2.5 standard at the State and federal levels. During the 2020–2022 time period, the Anaheim Monitoring Station recorded the following exceedances of the federal 24-hour PM2.5 standards. The State 24-hour PM2.5 standards had no exceedances in that 3-year period. • The federal 24-hour PM2.5 standard had 12 exceedances in 2020, 10 in 2021, and no exceedances in 2022. The Basin is classified as a PM10 serious nonattainment area at the State and federal levels. From 2020 to 2022, the Anaheim Monitoring Station recorded the following exceedances of the State 24-hour PM10 standard. The federal 24-hour PM10 standard had no exceedances in that 3-year period. • The State 24-hour PM10 standard had 5 exceedances in 2020, 1 in 2021, and 1 in 2022. All areas of the Basin have continued to remain below the federal CO standards (35 ppm 1-hour and 9 ppm 8-hour) since 2003. The USEPA redesignated the Basin to attainment of the federal CO standards, effective June 11, 2017. The Basin is also well below the State CO standards (20 ppm 1-hour CO and 9 ppm 8-hour CO). REGULATORY SETTING Applicable federal, State, regional, and local air quality regulations are discussed below. Federal Regulations The 1970 federal Clean Air Act (CAA) authorized the establishment of national health-based air quality standards and set deadlines for their attainment. The CAA Amendments of 1990 changed deadlines for attaining national standards as well as the remedial actions required for areas of the nation that exceed the standards. Under the CAA, State and local agencies in areas that exceed the 3 California Air Resources Board (CARB). 2020. iADAM Air Quality Data Statistics. Website: https://www.arb.ca.gov/adam/topfour/topfour1.php, accessed February 2024. 200 national standards are required to develop State Implementation Plans to demonstrate how they will achieve the national standards by specified dates. State Regulations In 1988, the California Clean Air Act (CCAA) required that all air districts in the State endeavor to achieve and maintain California Ambient Air Quality Standards (CAAQS) for CO, O3, SO2, and NO2 by the earliest practical date. The CCAA provides districts with the authority to regulate indirect sources and mandates that air quality districts focus particular attention on reducing emissions from transportation and areawide emission sources. Each nonattainment district is required to adopt a plan to achieve a 5 percent annual reduction, averaged over consecutive 3-year periods, in districtwide emissions of each nonattainment pollutant or its precursors. A Clean Air Plan shows how a district would reduce emissions to achieve air quality standards. Generally, the State standards for these pollutants are more stringent than the national standards. CARB is the State’s “clean air agency.” CARB’s goals are to attain and maintain healthy air quality, protect the public from exposure to toxic air contaminants, and oversee compliance with air pollution rules and regulations. Regional Regulations The proposed project would be required to comply with regional rules that assist in reducing short- term air pollutant emissions. SCAQMD Rule 403 requires that fugitive dust be controlled with best available control measures so that the presence of such dust does not remain visible in the atmosphere beyond the property line of the emissions source. In addition, SCAQMD Rule 403 requires implementation of dust suppression techniques to prevent fugitive dust from creating a nuisance off site. SCAQMD Rule 1113 limits the volatile organic compound (VOC) content of architectural coatings. Applicable dust suppression techniques from SCAQMD Rule 403 and low VOC content in paints under SCAQMD Rule 1113 are summarized below. Implementation of these dust suppression techniques can reduce the fugitive dust generation (and thus the PM10 component). Compliance with these rules would reduce impacts on nearby sensitive receptors. • South Coast Air Quality Management District Rule 403 Measures: ○ Water active sites at least two times daily (locations where grading is to occur will be thoroughly watered prior to earthmoving). ○ All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should maintain at least 2 feet of freeboard in accordance with the requirements of California Vehicle Code Section 23114 (freeboard means vertical space between the top of the load and top of the trailer). ○ Traffic speeds on all unpaved roads shall be reduced to 15 miles per hour (mph) or less. • South Coast Air Quality District Rule 445: The purpose of this rule is to reduce the emission of particulate matter from wood-burning devices and establish contingency measures for applicable O3 standards for the reduction of VOCs. 201 • South Coast Air Quality Management District Rule 1113 Measures: SCAQMD Rule 1113 governs the sale, use, and manufacture of architectural coating and limits the VOC content in paints and paint solvents. This rule regulates the VOC content of paints available during construction and operation of the proposed project. Therefore, all paints and solvents used during construction and operation of the proposed project must comply with SCAQMD Rule 1113. Local Regulations City of Newport Beach General Plan The City of Newport Beach addresses air quality in the Natural Resources Element of its General Plan.4 The Natural Resources Element includes goals and policies that work to reduce mobile source emissions, air pollutants from stationary sources, air pollutant emissions from construction activities, and air pollution emissions from aircraft ground operations at John Wayne Airport. The following policies from the Natural Resources Element are applicable to the proposed project: • NR 6.1: Walkable Neighborhoods. Provide for a walkable neighborhood to reduce vehicle trips by siting amenities such as services, parks, and schools in close proximity to residential areas. • NR 7.2: Source Emission Reductions Best Management Practices. Require the use of best practices (BMPs) to minimize pollution and reduce source emissions. • NR 7.4: Use of Blowers. Consider eliminating the use of leaf blowers by the City, and discourage their use on private property. METHODOLOGY This air quality analysis includes estimating emissions associated with long-term operation of the project. Indirect emissions of criteria pollutants with regional impacts would be emitted by project- generated vehicle trips. In addition, localized air quality impacts (i.e., higher CO concentrations or “hot-spots”) near intersections or roadway segments in the project vicinity would also potentially occur due to project-generated vehicle trips. Consistent with SCAQMD guidance for estimating emissions associated with land use development projects, the CalEEMod computer program was used to calculate the long-term operational emissions associated with the project. As previously discussed in the Project Location and Description section, the proposed project would convert the existing on-site tennis courts into 22 pickleball courts. Converting the existing on-site tennis courts into pickleball courts would not involve building construction or other traditional construction activities. As such, this analysis focuses on operational activities. Therefore, proposed project analysis was conducted using the land use codes Parking Lot for Other Asphalt Surfaces. Trip generation rates used in CalEEMod for the project were based on the project’s trip generation analysis, which identifies that the project could 4 City of Newport Beach. 2006. General Plan, Natural Resources Element. July. Website: https://www.newportbeachca.gov/PLN/General_Plan/11_Ch10_NaturalResources_web.pdf (accessed February 2024). 202 generate approximately 985 average daily trips.5 While the trip generation analysis also quantified a net trip generation, subtracting the existing trips from the estimated trip generation for the proposed project, this analysis considers the full potential estimated trip generation, which provides a conservative analysis. When project-specific data were not available, default assumptions from CalEEMod were used to estimate project emissions. THRESHOLDS OF SIGNIFICANCE The State CEQA Guidelines indicate that a project would normally have a significant adverse air quality impact if project-generated pollutant emissions would do any of the following: • Conflict with or obstruct implementation of the applicable air quality plan; • Result in a cumulatively considerable net increase of any criteria pollutant for which the project is in nonattainment under applicable NAAQS or CAAQS; • Expose sensitive receptors to substantial pollutant concentrations; or • Result in other emissions (such as those leading to odors) affecting a substantial number of people. Certain air districts (e.g., SCAQMD) have created guidelines and requirements to conduct air quality analysis. The SCAQMD’s current guidelines, the CEQA Air Quality Handbook with associated updates, were followed in this assessment of air quality impacts for the proposed project. Regional Emissions Thresholds SCAQMD has established daily emission thresholds for construction and operation of proposed projects. The emission thresholds were established based on the attainment status of the air basins within the SCAQMD with regard to air quality standards for specific criteria pollutants. Because the concentration standards were set at a level that protects public health with an adequate margin of safety, these emission thresholds are regarded as conservative and would overstate an individual project’s contribution to health risks. Table B lists the CEQA significance thresholds for construction and operational emissions established for the SCAQMD. Table B: Regional Thresholds for Operational Emissions Emissions Source Pollutant Emissions Threshold (lbs/day) VOCs NOX CO PM10 PM2.5 SOX Operations 55 55 550 150 55 150 Source: South Coast Air Quality Management District (SCAQMD). 2019. Air Quality Significance Thresholds. Website: http://www.aqmd.gov/docs/default-source/ceqa/handbook/scaqmd-air-quality-significance-thresholds.pdf?sfvrsn=2 (accessed February 2024). CO = carbon monoxide lbs/day = pounds per day NOX = nitrogen oxides PM2.5 = particulate matter less than 2.5 microns in size PM10 = particulate matter less than 10 microns in size SOX = sulfur oxides VOCs = volatile organic compound 5 LSA Associates, Inc. 2023. Transportation Memorandum for the Newport Beach Pickleball Project, Table D: Project Trip Generation Summary. December 12. 203 Projects in the SCAQMD with construction- or operations-related emissions that exceed any of their respective emission thresholds would be considered significant under SCAQMD guidelines. These thresholds, which the SCAQMD developed and which apply throughout the SCAQMD, apply as both project and cumulative thresholds. If a project exceeds these standards, it is considered to have a project-specific and cumulative impact. Local Microscale Concentration Standards The significance of localized project impacts under CEQA depends on whether ambient CO levels in the project vicinity are above or below State and federal CO standards. Because ambient CO levels are below the standards throughout the SCAQMD, a project would be considered to have a significant CO impact if project emissions would result in an exceedance of one or more of the 1-hour or 8-hour standards. The following are applicable local emission concentration standards for CO: • California State 1-hour CO standard of 20 ppm • California State 8-hour CO standard of 9 ppm Localized Impacts Analysis The SCAQMD published its Final Localized Significance Threshold Methodology in July 2008, recommending that all air quality analyses include an assessment of air quality impacts to nearby sensitive receptors.6 This guidance was used to analyze potential localized air quality impacts associated with construction of the proposed project. Localized significance thresholds (LSTs) are developed based on the size or total area of the emission source, the ambient air quality in the Source Receptor Area (SRA), and the distance to the project. Sensitive receptors include residences, schools, hospitals, and similar uses that are sensitive to adverse air quality. LSTs are based on the ambient concentrations of that pollutant within the project’s SRA and the distance to the nearest sensitive receptor. For the proposed project, the appropriate SRA for the LST is the North Coastal Orange County area (SRA 18). The SCAQMD provides LST screening tables for 25-, 50-, 100-, 200-, and 500-meter source-receptor distances. As identified above, the closest sensitive receptors to the project site are the single-family homes located approximately 160 feet to the east, across Jamboree Road. An LST analysis was completed to show the construction and operational impacts at a distance of 49 meters (160 feet) to the nearest sensitive receptors. The project site is 1 acre; therefore, the 1-acre threshold would apply. Table C lists the emissions thresholds that apply during project operation. 6 South Coast Air Quality Management District (SCAQMD). 2008. Final Localized Significance Threshold Methodology. July. 204 Table C: SCAQMD Localized Significance Thresholds Emissions Source Pollutant Emissions Threshold (lbs/day) NOX CO PM10 PM2.5 Operations (1.0 acres, 49-meter distance) 93 734 4 2 Source: South Coast Air Quality Management District (SCAQMD). 2008. Final Localized Significance Threshold Methodology. July. CO = carbon monoxide lbs/day = pounds per day NOX = nitrogen oxides PM2.5 = particulate matter less than 2.5 microns in diameter PM10 = particulate matter less than 10 microns in diameter IMPACT ANALYSIS Air pollutant emissions typically occur over the short term from construction activities and over the long term from project-related vehicular trips and due to energy consumption (e.g., electricity and natural gas usage) by the proposed land uses. As discussed above, the proposed project would not involve building construction or other traditional construction activities; as such, this analysis focuses on operational activities. Consistency with Applicable Air Quality Plans A consistency determination plays an essential role in local agency project review by linking local planning and unique individual projects to the air quality plans. A consistency determination fulfills the CEQA goal of fully informing local agency decision-makers of the environmental costs of the project under consideration at a stage early enough to ensure that air quality concerns are addressed. Only new or amended General Plan elements, Specific Plans, and significantly unique projects need to undergo a consistency review due to the air quality plan strategy being based on projections from local General Plans. The proposed project would convert the existing on-site tennis courts into 22 pickleball courts. The proposed project is not considered a project of statewide, regional, or areawide significance (e.g., large-scale projects such as airports, electrical generating facilities, petroleum and gas refineries, residential development of more than 500 dwelling units, or shopping centers or business establishments employing more than 1,000 persons or encompassing more than 500,000 square feet of floor space) as defined in the California Code of Regulations (Title 14, Division 6, Chapter 3, Article 13, §15206(b)). Because the proposed project would not be defined as a regionally significant project under CEQA, it does not meet the SCAG Intergovernmental Review criteria. The City’s General Plan is consistent with the SCAG Regional Comprehensive Plan Guidelines and the SCAQMD Air Quality Management Plan (AQMP). Pursuant to the methodology provided in the SCAQMD CEQA Air Quality Handbook, consistency with the Basin 2022 AQMP is affirmed when a project (1) would not increase the frequency or severity of an air quality standards violation or cause a new violation, and (2) is consistent with the growth assumptions in the AQMP. Consistency review is presented as follows: 1. The project would result in short-term construction and long-term operational pollutant emissions that are all less than the CEQA significance emissions thresholds established by 205 SCAQMD, as demonstrated below; therefore, the project would not result in an increase in the frequency or severity of an air quality standards violation or cause a new air quality standards violation. 2. The CEQA Air Quality Handbook indicates that consistency with AQMP growth assumptions must be analyzed for new or amended General Plan elements, Specific Plans, and significant projects. Significant projects include airports, electrical generating facilities, petroleum and gas refineries, designation of oil drilling districts, water ports, solid waste disposal sites, and offshore drilling facilities; therefore, the proposed project is not defined as significant. In addition, the proposed project would not require a change to the General Plan land use designation or the current zoning and would be consistent with the City’s General Plan and Zoning Ordinance. Based on the consistency analysis presented above, the proposed project would be consistent with the regional AQMP. Criteria Pollutant Analysis The Basin is currently designated nonattainment for the federal and State standards for 8-hour O3 and PM10. The Basin is also nonattainment for the State standard for 1-hour O3. The Basin’s nonattainment status is attributed to the region’s development history. Past, present, and future development projects contribute to the region’s adverse air quality impacts on a cumulative basis. By its very nature, air pollution is largely a cumulative impact. No single project is sufficient in size to, by itself, result in nonattainment of an ambient air quality standard. Instead, a project’s individual emissions contribute to existing cumulatively significant adverse air quality impacts. If a project’s contribution to the cumulative impact is considerable, then the project’s impact on air quality would be considered significant. In developing thresholds of significance for air pollutants, SCAQMD considered the emission levels for which a project’s individual emissions would be cumulatively considerable. If a project exceeds the identified significance thresholds, its emissions would be cumulatively considerable, resulting in significant adverse air quality impacts to the region’s existing air quality conditions. Therefore, additional analysis to assess cumulative impacts is not necessary. The following analysis assesses the potential project-level air quality impacts associated with construction and operation of the proposed project. Construction Emissions Typically, short-term degradation of air quality may occur during construction activities due to the release of particulate emissions generated by grading, paving, building, and other activities. However, as discussed in the Project Description, the proposed project would convert the existing on-site tennis courts into 22 pickleball courts. Converting the existing on-site tennis courts into pickleball courts would not involve building construction or other traditional construction activities. As such, the proposed project would not require substantial physical changes to the existing site. Therefore, the proposed project is not expected to generate significant construction emissions. 206 Operational Air Quality Impacts Long-term air pollutant emissions associated with operation of the proposed project include emissions from area, energy, and mobile sources. Area-source emissions include architectural coatings, consumer products, and landscaping. Energy-source emissions result from activities in buildings that use natural gas. Mobile-source emissions are from vehicle trips associated with operation of the project. Mobile source emissions include emissions of reactive organic gases (ROG) and nitrogen oxides (NOX) that contribute to the formation of ozone. Additionally, PM10 emissions result from running exhaust, tire and brake wear, and the entrainment of dust into the atmosphere from vehicles traveling on paved roadways. Energy-source emissions result from activities in buildings that use electricity and natural gas. The quantity of emissions is the product of usage intensity (i.e., the amount of electricity or natural gas) and the emission factor of the fuel source. Since the proposed project would not include buildings or operational activities that would require the use of electricity and natural gas, energy source emissions would be minimal. Area-source emissions consist of direct sources of air emissions at the project site, including architectural coatings, consumer products, and use of landscape maintenance equipment. Based on the nature of the proposed project, area source emissions would be minimal. Long-term operational emissions associated with the proposed project were calculated using CalEEMod. Table E provides the estimated existing emission estimates and the proposed project’s estimated operational emissions. (CalEEMod output sheets are provided as an attachment.) Table E: Project Operational Emissions Emission Type Pollutant Emissions (lbs/day) VOCs NOX CO SOX PM10 PM2.5 Mobile Sources 3.7 3.7 38.5 0.1 9.1 2.4 Area Sources 0.3 <0.1 1.9 <0.1 <0.1 <0.1 Energy Sources 0.0 0.0 0.0 0.0 0.0 0.0 Total Project Emissions 4.0 3.7 40.4 0.1 9.1 2.4 SCAQMD Threshold 55.0 55.0 550.0 150.0 150.0 55.0 Exceeds Threshold? No No No No No No Source: Compiled by LSA (February 2024). Note: Some values may not appear to add correctly due to rounding. CO = carbon monoxide lbs/day = pounds per day NOX = nitrogen oxides PM2.5 = particulate matter less than 2.5 microns in diameter PM10 = particulate matter less than 10 microns in diameter SCAQMD = South Coast Air Quality Management District SOX = sulfur oxides VOCs = volatile organic compounds The results shown in Table E indicate the proposed project would not exceed the significance criteria for daily VOCs, NOX, CO, SOX, PM10, or PM2.5 emissions. Therefore, operation of the proposed project would not result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in nonattainment under applicable NAAQS or CAAQS. 207 Long-Term Microscale (CO Hot-Spot) Analysis Vehicular trips associated with the proposed project would contribute to congestion at intersections and along roadway segments in the vicinity of the proposed project site. Localized air quality impacts would occur when emissions from vehicular traffic increase as a result of the proposed project. The primary mobile-source pollutant of local concern is CO, a direct function of vehicle idling time and, thus, of traffic flow conditions. CO transport is extremely limited; under normal meteorological conditions, it disperses rapidly with distance from the source. However, under certain extreme meteorological conditions, CO concentrations near a congested roadway or intersection may reach unhealthful levels, thereby affecting local sensitive receptors (e.g., residents, schoolchildren, the elderly, and hospital patients). Typically, high CO concentrations are associated with roadways or intersections operating at unacceptable levels of service or with extremely high traffic volumes. In areas with high ambient background CO concentrations, modeling is recommended to determine a project’s effect on local CO levels. An assessment of project-related impacts on localized ambient air quality requires that future ambient air quality levels be projected. Existing CO concentrations in the immediate project vicinity are not available. Ambient CO levels monitored at the Anaheim Monitoring Station located at 1630 West Pampas Lane (the closest station to the project site monitoring CO) showed a highest recorded 1-hour concentration of 2.4 ppm (the State standard is 20 ppm) and a highest 8-hour concentration of 1.7 ppm (the State standard is 9 ppm) from 2020 to 2022. The highest CO concentrations would normally occur during peak traffic hours; hence, CO impacts calculated under peak traffic conditions represent a worst-case analysis. Reduced speeds and vehicular congestion at intersections result in increased CO emissions. The proposed project is expected to generate 985 average daily trips, with 124 trips occurring in the a.m. peak hour and 90 trips occurring in the p.m. peak hour. Therefore, given the extremely low level of CO concentrations in the project area and the lack of traffic impacts at any intersections, project-related vehicles are not expected to result in CO concentrations exceeding the State or federal CO standards. No CO hot spots would occur, and the project would not result in any project- related impacts on CO concentrations. Health Risk on Nearby Sensitive Receptors Sensitive receptors are defined as people who have an increased sensitivity to air pollution or environmental contaminants. Sensitive receptor locations include schools, parks and playgrounds, daycare centers, nursing homes, hospitals, and residential dwelling units. As discussed above, the closest sensitive receptors to the project site are the single-family homes located approximately 160 feet to the east, across Jamboree Road. An LST analysis was completed to show the construction and operational impacts at 49 meters (160 feet) to the nearest sensitive receptors to the project site in SRA 18 based on a 1-acre daily disturbance area for operation. By design, the localized impacts analysis only includes on-site sources; however, the CalEEMod outputs do not separate on-site and off-site emissions for mobile sources. For a worst-case scenario assessment, the emissions detailed in Table F assume that all area, stationary, and energy source 208 emissions would occur on site, and 5 percent of the project-related new mobile sources (which is an estimate of the amount of project-related on-site vehicle travel) would occur on site. The 5 percent assumption is conservative because the localized impacts analysis only includes on-site sources and the majority of vehicle travel would occur off site, resulting in emissions that would also be released off site. Table F shows the results of the LST analysis during project operation. Table F: Project Localized Operational Emissions Source Pollutant Emissions (lbs/day) NOX CO PM10 PM2.5 On-Site Emissions <1.0 3.8 <1.0 <1.0 Localized Significance Threshold 93 734 4 2 Significant? No No No No Source: Compiled by LSA (February 2024). Note: Source Receptor Area 18, based on a 1.0-acre disturbance area for operation at a distance of 49 meters (160 feet) from the project boundary. CO = carbon monoxide lbs/day = pounds per day NOX = nitrogen oxides PM2.5 = particulate matter less than 2.5 microns in diameter PM10 = particulate matter less than 10 microns in diameter As detailed in Table F, the emission levels indicate that the project would not exceed SCAQMD LSTs during project operation. Similarly, as indicated in Table E, operation of the proposed project would not exceed the significance criteria for VOCs, NO, CO, SOX, PM10, or PM2.5 emissions. Due to the small size of the proposed project in relation to the overall Basin, the level of emissions is not sufficiently high to use a regional modeling program to correlate health effects on a basin-wide level. On a regional scale, the quantity of emissions from the project is incrementally minor. Because the SCAQMD has not identified any other methods to quantify health impacts from small projects, and due to the size of the project, it is speculative to assign any specific health effects to small project-related emissions. However, based on this localized analysis, the proposed project would not expose sensitive receptors to substantial pollutant concentrations. Therefore, the project would not expose sensitive receptors to substantial levels of pollutant concentrations. Odors Heavy-duty equipment on the project site during construction would emit odors, primarily from equipment exhaust. However, the construction activity would cease after individual construction is completed. No other sources of objectionable odors have been identified for the proposed project. SCAQMD Rule 402 regarding nuisances states: “A person shall not discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property.” The proposed uses are not anticipated to emit any objectionable odors. Therefore, the proposed project would not result in other emissions (e.g., those leading to odors) adversely affecting a substantial number of people. 209 CONCLUSION Based on the analysis presented above, construction and operation of the proposed project would not result in the generation of criteria air pollutants that would exceed SCAQMD thresholds of significance. Compliance with SCAQMD Rule 403: Fugitive Dust would further reduce construction dust impacts. The proposed project is not expected to produce significant emissions that would affect nearby sensitive receptors. The project would also be consistent with the 2022 AQMP. The project would also not result in objectionable odors affecting a substantial number of people. Attachments: Figure 1: Project Location CalEEMod Output Files 210 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 1 / 2 0 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t Ta b l e o f C o n t e n t s 1. B a s i c P r o j e c t I n f o r m a t i o n 1. 1 . B a s i c P r o j e c t I n f o r m a t i o n 1. 2 . L a n d U s e T y p e s 1. 3 . U s e r - S e l e c t e d E m i s s i o n R e d u c t i o n M e a s u r e s b y E m i s s i o n s S e c t o r 2. E m i s s i o n s S u m m a r y 2. 4 . O p e r a t i o n s E m i s s i o n s C o m p a r e d A g a i n s t T h r e s h o l d s 2. 5 . O p e r a t i o n s E m i s s i o n s b y S e c t o r , U n m i t i g a t e d 4. O p e r a t i o n s E m i s s i o n s D e t a i l s 4. 1 . M o b i l e E m i s s i o n s b y L a n d U s e 4. 1 . 1 . U n m i t i g a t e d 4. 2 . E n e r g y 4. 2 . 1 . E l e c t r i c i t y E m i s s i o n s B y L a n d U s e - U n m i t i g a t e d 4. 2 . 3 . N a t u r a l G a s E m i s s i o n s B y L a n d U s e - U n m i t i g a t e d 4. 3 . A r e a E m i s s i o n s b y S o u r c e 212 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 2 / 2 0 4. 3 . 1 . U n m i t i g a t e d 4. 4 . W a t e r E m i s s i o n s b y L a n d U s e 4. 4 . 1 . U n m i t i g a t e d 4. 5 . W a s t e E m i s s i o n s b y L a n d U s e 4. 5 . 1 . U n m i t i g a t e d 4. 6 . R e f r i g e r a n t E m i s s i o n s b y L a n d U s e 4. 6 . 1 . U n m i t i g a t e d 4. 7 . O f f r o a d E m i s s i o n s B y E q u i p m e n t T y p e 4. 7 . 1 . U n m i t i g a t e d 4. 8 . S t a t i o n a r y E m i s s i o n s B y E q u i p m e n t T y p e 4. 8 . 1 . U n m i t i g a t e d 4. 9 . U s e r D e f i n e d E m i s s i o n s B y E q u i p m e n t T y p e 4. 9 . 1 . U n m i t i g a t e d 4. 1 0 . S o i l C a r b o n A c c u m u l a t i o n B y V e g e t a t i o n T y p e 4. 1 0 . 1 . S o i l C a r b o n A c c u m u l a t i o n B y V e g e t a t i o n T y p e - U n m i t i g a t e d 4. 1 0 . 2 . A b o v e a n d B e l o w g r o u n d C a r b o n A c c u m u l a t i o n b y L a n d U s e T y p e - U n m i t i g a t e d 4. 1 0 . 3 . A v o i d e d a n d S e q u e s t e r e d E m i s s i o n s b y S p e c i e s - U n m i t i g a t e d 213 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 3 / 2 0 5. A c t i v i t y D a t a 5. 9 . O p e r a t i o n a l M o b i l e S o u r c e s 5. 9 . 1 . U n m i t i g a t e d 5. 1 0 . O p e r a t i o n a l A r e a S o u r c e s 5. 1 0 . 1 . H e a r t h s 5. 1 0 . 1 . 1 . U n m i t i g a t e d 5. 1 0 . 2 . A r c h i t e c t u r a l C o a t i n g s 5. 1 0 . 3 . L a n d s c a p e E q u i p m e n t 5. 1 1 . O p e r a t i o n a l E n e r g y C o n s u m p t i o n 5. 1 1 . 1 . U n m i t i g a t e d 5. 1 2 . O p e r a t i o n a l W a t e r a n d W a s t e w a t e r C o n s u m p t i o n 5. 1 2 . 1 . U n m i t i g a t e d 5. 1 3 . O p e r a t i o n a l W a s t e G e n e r a t i o n 5. 1 3 . 1 . U n m i t i g a t e d 5. 1 4 . O p e r a t i o n a l R e f r i g e r a t i o n a n d A i r C o n d i t i o n i n g E q u i p m e n t 5. 1 4 . 1 . U n m i t i g a t e d 5. 1 5 . O p e r a t i o n a l O f f - R o a d E q u i p m e n t 214 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 4 / 2 0 5. 1 5 . 1 . U n m i t i g a t e d 5. 1 6 . S t a t i o n a r y S o u r c e s 5. 1 6 . 1 . E m e r g e n c y G e n e r a t o r s a n d F i r e P u m p s 5. 1 6 . 2 . P r o c e s s B o i l e r s 5. 1 7 . U s e r D e f i n e d 5. 1 8 . V e g e t a t i o n 5. 1 8 . 1 . L a n d U s e C h a n g e 5. 1 8 . 1 . 1 . U n m i t i g a t e d 5. 1 8 . 1 . B i o m a s s C o v e r T y p e 5. 1 8 . 1 . 1 . U n m i t i g a t e d 5. 1 8 . 2 . S e q u e s t r a t i o n 5. 1 8 . 2 . 1 . U n m i t i g a t e d 8. U s e r C h a n g e s t o D e f a u l t D a t a 215 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 5 / 2 0 1. B a s i c P r o j e c t I n f o r m a t i o n 1. 1 . B a s i c P r o j e c t I n f o r m a t i o n Da t a F i e l d Va l u e Pr o j e c t N a m e Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t Op e r a t i o n a l Y e a r 20 2 4 Le a d A g e n c y — La n d U s e S c a l e Pr o j e c t / s i t e An a l y s i s L e v e l f o r D e f a u l t s Co u n t y Wi n d s p e e d ( m / s ) 2. 5 0 Pr e c i p i t a t i o n ( d a y s ) 16 . 2 Lo c a t i o n 11 0 7 J a m b o r e e R d , N e w p o r t B e a c h , C A 9 2 6 6 0 , U S A Co u n t y Or a n g e Ci t y Ne w p o r t B e a c h Ai r D i s t r i c t So u t h C o a s t A Q M D Ai r B a s i n So u t h C o a s t TA Z 59 1 8 ED F Z 7 El e c t r i c U t i l i t y So u t h e r n C a l i f o r n i a E d i s o n Ga s U t i l i t y So u t h e r n C a l i f o r n i a G a s Ap p V e r s i o n 20 2 2 . 1 . 1 . 2 1 1. 2 . L a n d U s e T y p e s La n d U s e S u b t y p e Si z e Un i t Lo t A c r e a g e Bu i l d i n g A r e a ( s q f t ) La n d s c a p e A r e a ( s q ft ) Sp e c i a l L a n d s c a p e Ar e a ( s q f t ) Po p u l a t i o n De s c r i p t i o n Ot h e r A s p h a l t Su r f a c e s 1. 0 0 Ac r e 1. 0 0 43 , 5 6 0 0. 0 0 — — — 216 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 6 / 2 0 1. 3 . U s e r - S e l e c t e d E m i s s i o n R e d u c t i o n M e a s u r e s b y E m i s s i o n s S e c t o r No m e a s u r e s s e l e c t e d 2. E m i s s i o n s S u m m a r y 2. 4 . O p e r a t i o n s E m i s s i o n s C o m p a r e d A g a i n s t T h r e s h o l d s Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) Un / M i t . RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Un m i t . 3. 9 8 3. 4 1 40 . 4 0. 1 0 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 0. 0 0 10 , 0 8 3 10 , 0 8 3 0. 4 1 0. 3 6 41 . 6 10 , 2 4 2 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Un m i t . 3. 6 3 3. 6 9 35 . 1 0. 0 9 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 0. 0 0 9, 6 8 0 9, 6 8 0 0. 4 2 0. 3 8 1. 0 8 9, 8 0 4 Av e r a g e Da i l y (M a x ) — — — — — — — — — — — — — — — — — Un m i t . 3. 8 2 3. 7 5 37 . 4 0. 1 0 0. 0 6 8. 9 4 9. 0 1 0. 0 6 2. 2 7 2. 3 3 0. 0 0 9, 7 9 2 9, 7 9 2 0. 4 2 0. 3 8 18 . 0 9, 9 3 4 An n u a l (M a x ) — — — — — — — — — — — — — — — — — Un m i t . 0. 7 0 0. 6 9 6. 8 3 0. 0 2 0. 0 1 1. 6 3 1. 6 4 0. 0 1 0. 4 1 0. 4 2 0. 0 0 1, 6 2 1 1, 6 2 1 0. 0 7 0. 0 6 2. 9 7 1, 6 4 5 2. 5 . O p e r a t i o n s E m i s s i o n s b y S e c t o r , U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) Se c t o r RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — 217 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 7 / 2 0 Mo b i l e 3. 6 6 3. 3 9 38 . 5 0. 1 0 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 — 10 , 0 7 5 10 , 0 7 5 0. 4 1 0. 3 6 41 . 6 10 , 2 3 5 Ar e a 0. 3 2 0. 0 2 1. 8 9 < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 — 7. 7 9 7. 7 9 < 0 . 0 0 5 < 0 . 0 0 5 — 7. 8 2 En e r g y 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa t e r — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa s t e — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l 3. 9 8 3. 4 1 40 . 4 0. 1 0 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 0. 0 0 10 , 0 8 3 10 , 0 8 3 0. 4 1 0. 3 6 41 . 6 10 , 2 4 2 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Mo b i l e 3. 6 3 3. 6 9 35 . 1 0. 0 9 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 — 9, 6 8 0 9, 6 8 0 0. 4 2 0. 3 8 1. 0 8 9, 8 0 4 Ar e a 0. 0 1 — — — — — — — — — — — — — — — — En e r g y 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa t e r — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa s t e — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l 3. 6 3 3. 6 9 35 . 1 0. 0 9 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 0. 0 0 9, 6 8 0 9, 6 8 0 0. 4 2 0. 3 8 1. 0 8 9, 8 0 4 Av e r a g e Da i l y — — — — — — — — — — — — — — — — — Mo b i l e 3. 6 0 3. 7 4 36 . 1 0. 1 0 0. 0 6 8. 9 4 9. 0 0 0. 0 6 2. 2 7 2. 3 3 — 9, 7 8 7 9, 7 8 7 0. 4 2 0. 3 8 18 . 0 9, 9 2 8 Ar e a 0. 2 2 0. 0 1 1. 3 0 < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 — 5. 3 4 5. 3 4 < 0 . 0 0 5 < 0 . 0 0 5 — 5. 3 6 En e r g y 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa t e r — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa s t e — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l 3. 8 2 3. 7 5 37 . 4 0. 1 0 0. 0 6 8. 9 4 9. 0 1 0. 0 6 2. 2 7 2. 3 3 0. 0 0 9, 7 9 2 9, 7 9 2 0. 4 2 0. 3 8 18 . 0 9, 9 3 4 An n u a l — — — — — — — — — — — — — — — — — Mo b i l e 0. 6 6 0. 6 8 6. 6 0 0. 0 2 0. 0 1 1. 6 3 1. 6 4 0. 0 1 0. 4 1 0. 4 2 — 1, 6 2 0 1, 6 2 0 0. 0 7 0. 0 6 2. 9 7 1, 6 4 4 Ar e a 0. 0 4 < 0 . 0 0 5 0. 2 4 < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 — 0. 8 8 0. 8 8 < 0 . 0 0 5 < 0 . 0 0 5 — 0. 8 9 En e r g y 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa t e r — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Wa s t e — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 218 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 8 / 2 0 To t a l 0. 7 0 0. 6 9 6. 8 3 0. 0 2 0. 0 1 1. 6 3 1. 6 4 0. 0 1 0. 4 1 0. 4 2 0. 0 0 1, 6 2 1 1, 6 2 1 0. 0 7 0. 0 6 2. 9 7 1, 6 4 5 4. O p e r a t i o n s E m i s s i o n s D e t a i l s 4. 1 . M o b i l e E m i s s i o n s b y L a n d U s e 4. 1 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) La n d U s e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s 3. 6 6 3. 3 9 38 . 5 0. 1 0 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 — 10 , 0 7 5 10 , 0 7 5 0. 4 1 0. 3 6 41 . 6 10 , 2 3 5 To t a l 3. 6 6 3. 3 9 38 . 5 0. 1 0 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 — 10 , 0 7 5 10 , 0 7 5 0. 4 1 0. 3 6 41 . 6 10 , 2 3 5 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s 3. 6 3 3. 6 9 35 . 1 0. 0 9 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 — 9, 6 8 0 9, 6 8 0 0. 4 2 0. 3 8 1. 0 8 9, 8 0 4 To t a l 3. 6 3 3. 6 9 35 . 1 0. 0 9 0. 0 6 9. 0 4 9. 1 0 0. 0 6 2. 2 9 2. 3 5 — 9, 6 8 0 9, 6 8 0 0. 4 2 0. 3 8 1. 0 8 9, 8 0 4 An n u a l — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s 0. 6 6 0. 6 8 6. 6 0 0. 0 2 0. 0 1 1. 6 3 1. 6 4 0. 0 1 0. 4 1 0. 4 2 — 1, 6 2 0 1, 6 2 0 0. 0 7 0. 0 6 2. 9 7 1, 6 4 4 To t a l 0. 6 6 0. 6 8 6. 6 0 0. 0 2 0. 0 1 1. 6 3 1. 6 4 0. 0 1 0. 4 1 0. 4 2 — 1, 6 2 0 1, 6 2 0 0. 0 7 0. 0 6 2. 9 7 1, 6 4 4 4. 2 . E n e r g y 219 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 9 / 2 0 4. 2 . 1 . E l e c t r i c i t y E m i s s i o n s B y L a n d U s e - U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) La n d U s e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 An n u a l — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 4. 2 . 3 . N a t u r a l G a s E m i s s i o n s B y L a n d U s e - U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) La n d U s e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 220 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 10 / 2 0 To t a l 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 An n u a l — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 0. 0 0 — 0. 0 0 — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 4. 3 . A r e a E m i s s i o n s b y S o u r c e 4. 3 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) So u r c e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Co n s u m e r Pr o d u c t s < 0 . 0 0 5 — — — — — — — — — — — — — — — — Ar c h i t e c t u ra l Co a t i n g s < 0 . 0 0 5 — — — — — — — — — — — — — — — — La n d s c a p e Eq u i p m e nt 0. 3 1 0. 0 2 1. 8 9 < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 — 7. 7 9 7. 7 9 < 0 . 0 0 5 < 0 . 0 0 5 — 7. 8 2 To t a l 0. 3 2 0. 0 2 1. 8 9 < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 — 7. 7 9 7. 7 9 < 0 . 0 0 5 < 0 . 0 0 5 — 7. 8 2 221 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 11 / 2 0 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Co n s u m e r Pr o d u c t s < 0 . 0 0 5 — — — — — — — — — — — — — — — — Ar c h i t e c t u ra l Co a t i n g s < 0 . 0 0 5 — — — — — — — — — — — — — — — — To t a l 0. 0 1 — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — Co n s u m e r Pr o d u c t s < 0 . 0 0 5 — — — — — — — — — — — — — — — — Ar c h i t e c t u ra l Co a t i n g s < 0 . 0 0 5 — — — — — — — — — — — — — — — — La n d s c a p e Eq u i p m e nt 0. 0 4 < 0 . 0 0 5 0. 2 4 < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 — 0. 8 8 0. 8 8 < 0 . 0 0 5 < 0 . 0 0 5 — 0. 8 9 To t a l 0. 0 4 < 0 . 0 0 5 0. 2 4 < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 < 0 . 0 0 5 — < 0 . 0 0 5 — 0. 8 8 0. 8 8 < 0 . 0 0 5 < 0 . 0 0 5 — 0. 8 9 4. 4 . W a t e r E m i s s i o n s b y L a n d U s e 4. 4 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) La n d U s e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 222 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 12 / 2 0 To t a l — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 An n u a l — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 4. 5 . W a s t e E m i s s i o n s b y L a n d U s e 4. 5 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) La n d U s e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 223 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 13 / 2 0 An n u a l — — — — — — — — — — — — — — — — — Ot h e r As p h a l t Su r f a c e s — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 To t a l — — — — — — — — — — 0. 0 0 0. 0 0 0. 0 0 0. 0 0 0. 0 0 — 0. 0 0 4. 6 . R e f r i g e r a n t E m i s s i o n s b y L a n d U s e 4. 6 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) La n d U s e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — 4. 7 . O f f r o a d E m i s s i o n s B y E q u i p m e n t T y p e 4. 7 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) Eq u i p m e nt Ty p e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e 224 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 14 / 2 0 — — — — — — — — — — — — — — — — — Da i l y , Su m m e r (M a x ) To t a l — — — — — — — — — — — — — — — — — Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — 4. 8 . S t a t i o n a r y E m i s s i o n s B y E q u i p m e n t T y p e 4. 8 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) Eq u i p m e nt Ty p e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — 4. 9 . U s e r D e f i n e d E m i s s i o n s B y E q u i p m e n t T y p e 225 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 15 / 2 0 4. 9 . 1 . U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) Eq u i p m e nt Ty p e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — 4. 1 0 . S o i l C a r b o n A c c u m u l a t i o n B y V e g e t a t i o n T y p e 4. 1 0 . 1 . S o i l C a r b o n A c c u m u l a t i o n B y V e g e t a t i o n T y p e - U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) Ve g e t a t i o n RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — 226 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 16 / 2 0 To t a l — — — — — — — — — — — — — — — — — 4. 1 0 . 2 . A b o v e a n d B e l o w g r o u n d C a r b o n A c c u m u l a t i o n b y L a n d U s e T y p e - U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) La n d U s e RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — To t a l — — — — — — — — — — — — — — — — — 4. 1 0 . 3 . A v o i d e d a n d S e q u e s t e r e d E m i s s i o n s b y S p e c i e s - U n m i t i g a t e d Cr i t e r i a P o l l u t a n t s ( l b / d a y f o r d a i l y , t o n / y r f o r a n n u a l ) a n d G H G s ( l b / d a y f o r d a i l y , M T / y r f o r a n n u a l ) Sp e c i e s RO G NO x CO SO 2 PM 1 0 E PM 1 0 D PM 1 0 T PM 2 . 5 E PM 2 . 5 D PM 2 . 5 T BC O 2 NB C O 2 CO 2 T CH 4 N2 O R CO 2 e Da i l y , Su m m e r (M a x ) — — — — — — — — — — — — — — — — — Av o i d e d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — Se q u e s t e re d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — Re m o v e d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 227 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 17 / 2 0 Da i l y , Wi n t e r (M a x ) — — — — — — — — — — — — — — — — — Av o i d e d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — Se q u e s t e re d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — Re m o v e d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — An n u a l — — — — — — — — — — — — — — — — — Av o i d e d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — Se q u e s t e re d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — Re m o v e d — — — — — — — — — — — — — — — — — Su b t o t a l — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5. A c t i v i t y D a t a 5. 9 . O p e r a t i o n a l M o b i l e S o u r c e s 5. 9 . 1 . U n m i t i g a t e d La n d U s e T y p e Tr i p s / W e e k d a y Tri p s / S a t u r d a y Tr i p s / S u n d a y Tr i p s / Y e a r VM T / W e e k d a y VM T / S a t u r d a y VM T / S u n d a y VM T / Y e a r Ot h e r A s p h a l t Su r f a c e s 98 5 98 5 98 5 35 9 , 5 2 5 12 , 7 7 2 12 , 7 7 2 12 , 7 7 2 4, 6 6 1 , 7 1 2 228 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 18 / 2 0 5. 1 0 . O p e r a t i o n a l A r e a S o u r c e s 5. 1 0 . 1 . H e a r t h s 5. 1 0 . 1 . 1 . U n m i t i g a t e d 5. 1 0 . 2 . A r c h i t e c t u r a l C o a t i n g s Re s i d e n t i a l I n t e r i o r A r e a C o a t e d ( s q f t ) Re s i d e n t i a l E x t e r i o r A r e a C o a t e d ( s q f t ) No n - R e s i d e n t i a l I n t e r i o r A r e a C o a t e d (s q f t ) No n - R e s i d e n t i a l E x t e r i o r A r e a C o a t e d (s q f t ) Pa r k i n g A r e a C o a t e d ( s q f t ) 0 0. 0 0 0. 0 0 0. 0 0 2, 6 1 4 5. 1 0 . 3 . L a n d s c a p e E q u i p m e n t Se a s o n Un i t Va l u e Sn o w D a y s da y / y r 0. 0 0 Su m m e r D a y s da y / y r 25 0 5. 1 1 . O p e r a t i o n a l E n e r g y C o n s u m p t i o n 5. 1 1 . 1 . U n m i t i g a t e d El e c t r i c i t y ( k W h / y r ) a n d C O 2 a n d C H 4 a n d N 2 O a n d N a t u r a l G a s ( k B T U / y r ) La n d U s e El e c t r i c i t y ( k W h / y r ) CO 2 CH 4 N2 O Na t u r a l G a s ( k B T U / y r ) Ot h e r A s p h a l t S u r f a c e s 0. 0 0 53 2 0. 0 3 3 0 0. 0 0 4 0 0. 0 0 5. 1 2 . O p e r a t i o n a l W a t e r a n d W a s t e w a t e r C o n s u m p t i o n 5. 1 2 . 1 . U n m i t i g a t e d La n d U s e In d o o r W a t e r ( g a l / y e a r ) Ou t d o o r W a t e r ( g a l / y e a r ) Ot h e r A s p h a l t S u r f a c e s 0. 0 0 0. 0 0 229 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 19 / 2 0 5. 1 3 . O p e r a t i o n a l W a s t e G e n e r a t i o n 5. 1 3 . 1 . U n m i t i g a t e d La n d U s e Wa s t e ( t o n / y e a r ) Co g e n e r a t i o n ( k W h / y e a r ) Ot h e r A s p h a l t S u r f a c e s 0. 0 0 — 5. 1 4 . O p e r a t i o n a l R e f r i g e r a t i o n a n d A i r C o n d i t i o n i n g E q u i p m e n t 5. 1 4 . 1 . U n m i t i g a t e d La n d U s e T y p e Eq u i p m e n t T y p e Re f r i g e r a n t GW P Qu a n t i t y ( k g ) Op e r a t i o n s L e a k R a t e Se r v i c e L e a k R a t e Tim e s S e r v i c e d 5. 1 5 . O p e r a t i o n a l O f f - R o a d E q u i p m e n t 5. 1 5 . 1 . U n m i t i g a t e d Eq u i p m e n t T y p e Fu e l T y p e En g i n e T i e r Nu m b e r p e r D a y Ho u r s P e r D a y Ho r s e p o w e r Lo a d F a c t o r 5. 1 6 . S t a t i o n a r y S o u r c e s 5. 1 6 . 1 . E m e r g e n c y G e n e r a t o r s a n d F i r e P u m p s Eq u i p m e n t T y p e Fu e l T y p e Nu m b e r p e r D a y Ho u r s p e r D a y Ho u r s p e r Y e a r Ho r s e p o w e r Lo a d F a c t o r 5. 1 6 . 2 . P r o c e s s B o i l e r s Eq u i p m e n t T y p e Fu e l T y p e Nu m b e r Bo i l e r R a t i n g ( M M B t u / h r ) Da i l y H e a t I n p u t ( M M B t u / d a y ) An n u a l H e a t I n p u t ( M M B t u / y r ) 5. 1 7 . U s e r D e f i n e d Eq u i p m e n t T y p e Fu e l T y p e 230 Ne w p o r t B e a c h P i c k l e b a l l P r o j e c t C u s t o m R e p o r t , 2 / 2 2 / 2 0 2 4 20 / 2 0 5. 1 8 . V e g e t a t i o n 5. 1 8 . 1 . L a n d U s e C h a n g e 5. 1 8 . 1 . 1 . U n m i t i g a t e d Ve g e t a t i o n L a n d U s e T y p e Ve g e t a t i o n S o i l T y p e In i t i a l A c r e s Fi n a l A c r e s 5. 1 8 . 1 . B i o m a s s C o v e r T y p e 5. 1 8 . 1 . 1 . U n m i t i g a t e d Bi o m a s s C o v e r T y p e In i t i a l A c r e s Fi n a l A c r e s 5. 1 8 . 2 . S e q u e s t r a t i o n 5. 1 8 . 2 . 1 . U n m i t i g a t e d Tr e e T y p e Nu m b e r El e c t r i c i t y S a v e d ( k W h / y e a r ) Na t u r a l G a s S a v e d ( b t u / y e a r ) 8. U s e r C h a n g e s t o D e f a u l t D a t a Sc r e e n Ju s t i f i c a t i o n Op e r a t i o n s : V e h i c l e D a t a Pr o p o s e d p r o j e c t w o u l d g e n e r a t e 9 8 5 a v e r a g e d a i l y t r i p s , b a s e d o n t r i p g e n e r a t i o n t a b l e Tr ip r a t e = 9 8 5 A D T / 1 a c r e = 9 8 5 Op e r a t i o n s : A r c h i t e c t u r a l C o a t i n g s Pr o p o s e d p r o j e c t w o u l d c o m p l y w i t h S C A Q M D R u l e 1 1 1 3 f o r a r c h i t e c t u r a l c o a t i n g s 231 IN T E N T I O N A L L Y B L A N K P A G E 232 Attachment No. PC 6 Parking Layout Plan 233 IN T E N T I O N A L L Y B L A N K P A G E 234 36 35 HYATT PALISADES 6 6 3 30 29 24 25 21 18 12 8 2 4 26 1717 211931303030 10 3535 24 1516 9 27 3 16 19 19 19 PICKLEBALL 2 1 2 3 4 5 6 7 8 9 10 15 16 17 18 19 20 21 2214131112 VEHICULARHAMMERHEAD EX. MARRIOTT ADA PARKING3 x REGULAR2 X VAN EX. GATE ARM AND CURB PENINSULA (TO BE REMOVED) PROPOSED TTC ADA PARKING 2 x REGULAR 1 x VAN FIRE TRUCK ACCESS PROJECT TO INCLUDE KNOX BOX FOR THE EX. GATE AT THIS LOCATION PROP. FIRE DEPT. ACCESS 20.0' 20.0' EX. MARRIOTT ADA PARKING2 x REGULAR3 X VAN EX. MARRIOTT ADA PARKING2 x REGULAR1 X VAN EX. MARRIOTT ADA PARKING 2 x REGULAR 26.0' TTC PARKING (31) TTC PARKING (10) TTC PARKING (12) TTC PARKING (10) 5 5 7 3 3 HYATT NEWPORTER PICKLEBALL 1107 JAMBOREE ROADNEWPORT BEACH, CALIFORNIA 92660 1 1 OVERALL PARKING PLAN HYATT NEWPORTER PICKLEBALL 1107 JAMBOREE ROAD NEWPORT BEACH, CA 92660 PROPERTY BOUNDARY EXISTING PARKING SPACE USE TYPE PALISADES (TENNIS) HOTEL (HYATT) REQUIRED PARKING 60 602 PROPOSED OVERFLOW PARKING PROPOSED PICKLEBALL PARKING TTC NEWPORTER (PICKLEBALL)66 TOTAL 728 PROVIDED PARKING (REGULAR) 60 627 63 751 PROVIDED PARKING (ADA) NAP 9 REG. 6 VAN 2 REG. 1 VAN 18 TOTAL PARKING 60 642 66 769 PROPOSED PICKLEBALL ADA PARKING EX. HYATT ADA PARKING PROP. FIRE ACCESS (20' WIDTH) 235 INT E N T I O N A L L Y B L A N K P A G E 236 From:Kory Kramer <KKramer@eaglefourpartners.com> Sent:January 03, 2025 10:29 AM To:Planning Commission Cc:Kevin Martin; Alyssa Schneiders Subject:Newporter Pickleball Attachments:Leter to PC - Newporter Pickleball.pdf [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Attached is letter in support of Newporter Pickleball from Kevin Martin. Kory J. Kramer | Partner | Eagle Four Partners 1400 Newport Center Drive, Suite 230, Newport Beach, CA 92660 | Work 949.250.1020 | Cell 949.973.6622  Please consider the environment before printing this email. DISCLAIMER: This message is intended for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, copying, or the taking of any action in reliance on the contents of this communication is strictly prohibited. If you have received this communication in error, please e- mail me immediately. Planning Commission - January 9, 2025 Item No. 3a Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3a Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3b - Additional Materials Received TTC Newporter (PA2024-0091) Subject:Support for TTC Newporter Pickleball Project Dear Members of the Newport Beach Planning Commission, I am writing to express my full support for the upcoming planning commission review of The Newporter Pickleball Project located at 1111 Jamboree Road. This project will address the growing demand for pickleball courts in Newport Beach while prioritizing local residents by offering affordable court rentals without requiring a membership.It will also create a positive recreational space that promotes healthy living, social connections,and family activity,all while supporting local businesses. I encourage the Planning Commission to approve this project,as it will be a tremendous asset to our community under the leadership of Sean Bollettieri, whose proven track record in both tennis and pickleball speaks for itself. Thank you for your consideration. Tony Prutting Pickleball Enthusiast January 6, 2025 Planning Commission - January 9, 2025 Item No. 3b - Additional Materials Received TTC Newporter (PA2024-0091) John D. McEntee 213 Amethyst Avenue Balboa Island, CA 92662 January 9, 2025 To the Newport Beach Planning Commission: I am writing to express my enthusiastic support for The Newporter Pickleball Project at 1111 Jamboree Road. Pickleball has positively and profoundly impacted my life—physically, mentally, and socially—and I believe these new courts will greatly benefit many in our neighborhood. Pickleball is more than just a sport; it is a social activity that brings people together. During Covid, many people struggled with isolation and lack of physical activity. Like others, it was hard for me to re-engage, even once restrictions were lifted, but a friend invited me to try pickleball, and it changed everything. Not only did I discover a fun way to stay active, but I also found it to be a supportive and welcoming community. Through playing pickleball, I have widened my circle of friends and connected with individuals from all walks of life. It is a unique game because it’s a great equalizer, where players from 10 to 90 can compete, and enjoy the game together. This fosters a sense of community that is rare in other activities. The current owners of The Tennis Club, Sean and Valentina Bollettieri, are exceptional hosts and are cornerstones of our neighborhood. They create a welcoming environment, treating players as guests and ensuring everyone feels supported and valued. They are committed to fostering a positive space for physical activity and social engagement, and are active and philanthropic members of the local community. Their request for expansion reflects their desire to increasingly serve the growing demand for this increasingly beloved activity. Approving this expansion will enhance recreational opportunities, and strengthen personal bonds within our community. The additional courts will allow more residents to experience the fun, health benefits, and camaraderie which pickleball provides. Thank you for considering this request. I encourage you to approve the expansion and continue to support activities like pickleball which bring our community closer together in positive and healthy ways. Sincerely, John D. McEntee (714)342-9300 Cellular TTC Member Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 Subject:FW: Pickleball courts From: JANET SANDERS <janetlsanders@aol.com> Sent: January 07, 2025 8:53 AM To: Tran, Jenny <jtran@newportbeachca.gov> Subject: Fwd: Pickleball courts [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Sent from my iPad Begin forwarded message: From: JANET SANDERS <janetlsanders@aol.com> Date: January 5, 2025 at 6:01:28 PM PST To: Janetlsanders <janetlsanders@aol.com> Subject: Fwd: Pickleball courts To. The planning commission of Newport Beach Reference TTC Newporter I live in Sea Island which is across from the proposed development of pickleball. If passed this will create traffic from PCH all the way up and down Jamboree. The traffic is already backed up. With at least 300 additional cars daily the increase will create an even larger traffic issue. I also oppose this due to noise from the courts. It will be an issue to guests at the Hyatt as the sound will travel upwards to rooms facing towards the courts. It’s also an issue to the Sea Island community as sound will create stress and noise pollution. I want to go on record for the Sea Island residents including myself as opposing the entire project. Janet L Sanders 41 Seabrook Cove Newport Beach, ca. 92660 Janetlsanders@aol.com Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Deirdre Michalski <dsmichalski@cox.net> Sent:January 07, 2025 9:55 AM To:Planning Commission Cc:Deirdre Michalski Subject:Consideration for Pickleball Permitting at Hyatt on Jamboree [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Hello Planning Commission: I will be attending the Meeting this Thursday, Jan. 9, to hear the discussion about the request for Permit Approval for new Pickleball Courts over at the Hyatt on Jamboree near PCH. I am a member of The Tennis and Pickleball Club in Newport Beach. Nick name is TTC. We have 32 courts plus tennis courts and a complete club with a restaurant and Pro Shop. We pay an entry fee to join, and then monthly dues. There are many Ladders and Coaches and opportunities to play. With Newport Beach being such a progressive Community, we hope you will consider adding these new courts. Newport has so many wonderful recreational opportunities... from boating to bike trails, golf and so much more. Pickleball is the fastest growing sport and it is so FUN!! I am 68 years old an play at least 3 times a week. Adore the came and the friends I have made too. This new facility would be helpful in many ways, but a few to highlight include: -affordable play for NB/CdM residents with discounted court rentals and no membership -Free access for TTC Members -Our Community needs more courts as courts are so busy -Dedicated PB Facility focused "on play" not a full "club program" Thank you for reading this and for your serious consideration. Sincerely, Deirdre Michalski (949) 212-1155-cell dsmichalski@cox.net Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Newport Beach Planning Commission 100 Civic Center Drive Newport Beach, CA 92660 January 6th,2025 Dear Newport Beach Planning Commission Members, We are writing as enthusiastic members of The Tennis Club (TTC) in Newport Beach to express our wholehearted support for the proposed project at 1111 Jamboree, which aims to expand access to affordable pickleball courts. As newer members of TTC, we have experienced firsthand the challenges associated with accessing courts due to the explosive growth in pickleball's popularity. This initiative is a crucial step toward ensuring that all community members, both new and existing, can enjoy this dynamic and inclusive sport. Pickleball is more than just a recreational activity; it is a unifying force that fosters connections and strengthens community ties. Across Newport Beach, we’ve seen how this sport brings together people of all ages and backgrounds, creating an environment of camaraderie, health, and well-being. By providing additional courts at a more affordable cost, the 1111 Jamboree project will not only alleviate the financial burden for TTC members but also ensure equitable access for a broader spectrum of residents who wish to participate in this community-driven activity. The current demand for pickleball courts at TTC has made it increasingly difficult for new members like us to secure court time. This limitation discourages potential members from joining and restricts the opportunities for those already committed to the club. The 1111 Jamboree project offers a viable solution to this issue, promising a more balanced distribution of resources that accommodates the growing number of pickleball enthusiasts. We firmly believe that supporting this project aligns with Newport Beach’s commitment to fostering an active, engaged, and inclusive community. By expanding access to pickleball courts, the city can further solidify its reputation as a hub for recreational excellence and community connection. Thank you for considering this vital initiative. We urge the Newport Beach Planning Commission to approve the project at 1111 Jamboree and help bring this vision to life. We Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) are confident that this development will benefit not only TTC members but also the broader Newport Beach community. Sincerely, Mike Meshbesher Lynn Pries Members, The Tennis Club Newport Beach, CA Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Newport Beach Planning Commissioners, My name is Samantha Putnam, and I am a proud member of TTC and a resident of Newport Beach. I am writing to express my full support for The Newporter Pickleball Project by Sean Bollettieri. When I joined TTC for pickleball, I not only discovered a place to play but also became part of a positive, welcoming community that has had a meaningful impact on our lives not only physically but mentally. I have met so many amazing people through this club and made unforgettable memories. It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits I’ve enjoyed through this club. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. I have no doubt that The Newporter will reflect the same passion and commitment. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience. This flexibility ensures more members of our community can stay active, social, and healthy. Sean’s track record speaks for itself—just look at how he has transformed TTC Newport Beach over the past decade. I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. I am so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. Sincerely, Samantha Putnam TTC Member Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Brad Schulte <bradschulte57@gmail.com> Sent:January 07, 2025 1:10 PM To:Planning Commission Subject:Newport Beach planning committee Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or aƩachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert BuƩon above. To whom it may concern, My name is Brad Schulte and I am a proud member of TTC and a resident of Newport Beach. I am wriƟng to express my full support for The Newporter Pickleball Project by Sean Bolleƫeri. When we joined TTC for pickleball, we not only discovered a place to play but also became part of a posiƟve, welcoming community that has a meaningful impact on me and the Newport Beach community. It would be great to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through this club. Sean Bolleƫeri has made significant improvements to TTC, constantly reinvesƟng in the club with new ameniƟes, expanded services, and a strong focus on philanthropy. I’m confident that The Newporter will conƟnue to grow and improve, providing more playing opportuniƟes and posiƟve experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughƞul consideraƟon. Sincerely, Brad Schulte 949-566-1070 Sent from my iPhone Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Rebecca Raff <rraff@bluepointmtg.com> Sent:January 07, 2025 1:11 PM To:Planning Commission Subject:The Newporter Pickleball Project 1111 Jamboree Road Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Dear Members of the Newport Beach Planning Commission: My name is Rebecca Raff and I am a proud and enthusiasƟc member of TTC, as well as a home owner in Newport Coast. I am wriƟng to express my complete support for The Newporter Pickleball Project by Sean Bolleƫeri. When I, and many of my friends, joined TTC to play pickleball, almost four years ago, we not only found a beauƟful place to play, but also became part of a vibrant, posiƟve, healthy community that has made a huge impact on our lives! Not only is pickleball my most treasured source of exercise, the club with its many programs, has allowed me to meet and develop genuine friendships. If you have ever gone to a party full of pickleball players, you will find such posiƟve personaliƟes and conversaƟons because we all have pickleball in common. I have never experienced an environment quite like this ever! It would be wonderful, and so important, for more Newport Beach residents to have the same opportunity and benefits that we have enjoyed at TTC! Sean Bolleƫeri has done an amazing job with the TTC faciliƟes. Our club is beauƟful, the courts are always full, we have incredible tournaments where the best players in the world come to compete, many charity events, and fun ladders to play in every day!! The improvements that Sean has made over these last four years have truly exceeded our expectaƟons and I have immense pride in being a member of this club. It is truly beauƟful!!!! I am confident that The Newporter will be given the same level of commitment and excitement that Sean has successfully deployed at TTC. It sounds like the structure for The Newporter will offer a very affordable , hourly court rental opƟon, which is such a wonderful opportunity that currently doesn’t exist for Newport Beach Residents. Pickleball is only going to become more popular and I am excited for addiƟonal members of our community to have access to this amazing experience! Sean truly transformed TTC, and I have no doubt that his Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 2 vision and the implementaƟon of this vision will be a source of pride for The Newporter as well. Everyday I wake up and am grateful to live in Newport Beach. Honestly, being a part of the pickleball community, and enjoying it in such a beauƟful seƫng, is a part of the reason why life in Newport is the best!! I hope you will support Seans project, it will change the quality of life for more people in our community as TTC has changed mine! Thank you so much for giving us the opportunity to speak on behalf of Sean and the pickleball community! Sincerely, Rebecca Raff Rebecca Raff | Regional Sales Manager Direct: (949) 690-9520 | Office: (949) 771-2434 4000 MacArthur Blvd. West Tower – 7th Floor, Newport Beach, CA 92660 rraff@bluepointmtg.com | BluePointMTG.com Daily Rates | Get Approved | Non-QM Pricer | Broker Resources | How To CONFIDENTIALITY NOTICE: This e-mail transmission, and any documents, files or previous e-mail messages attached to it may contain confidential information that is legally privileged. If you are not the intended recipient, or if you are not responsible for delivering it to the intended recipient, you are hereby notified that any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:John Gothard <jwgothard@gmail.com> Sent:January 07, 2025 1:20 PM To:Planning Commission Cc:Sean Bollettieri Subject:Support for the Newporter project Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Newport Beach Planning Commissioners, My name is John Gothard, and I am a proud member of TTC and/or a resident of Newport Beach. I am writing to express my full support for The Newporter Pickleball Project by Sean Bollettieri. When we joined TTC for pickleball, we not only discovered a place to play but also became part of a positive, welcoming community that has had a meaningful impact on our lives. We have made numerous friends and enjoy it so much that we almost play every day! It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through this club. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. I have no doubt that The Newporter will reflect the same passion and commitment. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience. This flexibility ensures more members of our community can stay active, social, and healthy. Sean’s track record speaks for itself—just look at how he has transformed TTC Newport Beach over the past decade. I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. John Gothard C: (760) 799-9877 E: jwgothard@gmail.com Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Sheppard, Mullin, Richter & Hampton LLP 650 Town Center Drive, 10th Floor Costa Mesa, California 92626-1993 714.513.5100 main 714.513.5130 fax www.sheppardmullin.com Camille M. Vasquez 714.424.8211 direct CVasquez@sheppardmullin.com January 7, 2025 VIA E-MAIL Newport Beach Planning Commission planningcommission@newportbeachca.gov Dear Members of the Newport Beach Planning Commission: My name is Camille Vasquez and I am partner at Sheppard Mullin in the Orange County office. Many of my friends and colleagues are proud members of The Tennis & Pickleball Club at Newport Beach (TTC), owned and operated by Sean Bollettieri. I can personally attest to the positive impact Sean has made in our community through his leadership, vision, and continuous contributions. I am writing to express my full support for the upcoming planning commission review of his next project, The Newporter Pickleball Project at 1111 Jamboree Road. Sean has created a thriving pickleball and tennis community, providing a space where many of my friends and peers can stay active while fostering meaningful social connections outside their professional lives. His dedication to both the sport and the Newport Beach community is evident in the welcoming, inclusive atmosphere he has cultivated at TTC. Sean’s commitment has been proven time and again through his continuous efforts to improve the club. My personal experience with Sean has been nothing but positive, and his impact reaches beyond the courts. The Newporter will address a critical need in our city, especially given the increasing demand for pickleball courts and the limited availability of public options. Furthermore, public courts in Newport Beach are often occupied by non-residents, making access challenging for locals. The Newporter will provide priority access to Newport Beach residents, offering both hourly court rentals and an affordable membership model, ensuring more residents can enjoy this fast- growing sport. Beyond expanding recreational access, Sean is a devoted family man who actively promotes youth development through various programs while also using pickleball events as platforms for charitable initiatives that directly benefit the Newport Beach community. Additionally, The Newporter will positively impact the local economy by driving traffic to nearby businesses, including restaurants, hotels, and other establishments, further enriching Newport Beach's culture and economic growth. Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Members of the Newport Beach Planning Commission January 7, 2025 Page 2 I strongly encourage the Planning Commission to approve this project. Sean’s 30+ years of experience in racquet sports, combined with his proven leadership and decade-long contributions here in Newport Beach, make him the ideal person to lead this project to success. Thank you for your time and thoughtful consideration. Sincerely, Camille M. Vasquez Partner SHEPPARD, MULLIN, RICHTER & HAMPTON LLP Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Kym Talbert <kymtalbert@gmail.com> Sent:January 07, 2025 1:38 PM To:Planning Commission Cc:sean@nbcctennis.com Subject:TTC Newporter - 1111 Jamboree Road Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Newport Beach Planning Commissioners, My name is Kym Talbert, and I am a proud member of TTC and a resident of Newport Beach. I am writing to express my full support for The Newporter Pickleball Project by Sean Bollettieri. When my husband and I joined TTC for pickleball, we not only discovered a place to play but also became part of a positive, welcoming community that has had a meaningful impact on our lives. Our health improved, our sense of community improved, and it would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through this club. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on local philanthropy. I have no doubt that The Newporter will reflect the same passion and commitment. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience or don’t have the financial means to participate in a full club experience. The Newporter Pickleball facility flexibility ensures more community members can stay active, be social, and get healthy. Finally, Sean’s track record speaks for itself — just look at how he has transformed TTC Newport Beach over the past decade. I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. Sincerely, Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 2 Kym Talbert Irvine Terrace KymTalbert@Gmail.com 949-891-0772 Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) January 7, 2025 Newport Beach Planning Department 100 Civic Center Drive Newport Beach, CA 92660 RE: Support for TTC Newporter Pickleball Project Dear Members of the Newport Beach Planning Commission, I am writing to express my full support for the upcoming planning commission review of The Newporter Pickleball Project located at 1111 Jamboree Road. As an avid sports enthusiast and pickleball player, this project will address the growing demand for pickleball courts in Newport Beach while prioritizing residents by offering affordable court rentals without requiring a membership. It will also create a positive recreational space that promotes healthy living, social connections, and family activity, all while supporting local businesses. I encourage the Planning Commission to approve this project, as it will be a tremendous asset to our community under the leadership of Sean Bollettieri, whose proven track record in both tennis and pickleball speaks for itself. Thank you for your consideration. Sincerely, Gil Mardaresco Newport Beach Resident 2392 Redlands Drive Newport Beach CA 92660 949.285.6226 Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 Rodriguez, Clarivel From:Ian Monck <ianmonck@gmail.com> Sent:January 07, 2025 2:38 PM To:Planning Commission Subject:The Newporter Pickleball Project [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. My name is Ian Monck and I am a proud member of TTC and a resident of Newport Beach. I am writing to express my full support for The Newporter Pickleball Project by Sean Bollettieri. When we joined TTC for pickleball, we not only discovered a place to play but also became part of a positive, welcoming community that has had a meaningful impact on our lives. It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through this club. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. I have no doubt that The Newporter will reflect the same passion and commitment. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience. This flexibility ensures more members of our community can stay active, social, and healthy. Sean’s track record speaks for itself—just look at how he has transformed TTC Newport Beach over the past decade. I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. Sincerely, Ian Monck Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:David Simmons <drs6080@yahoo.com> Sent:January 07, 2025 3:30 PM To:Planning Commission Subject:TTC NEWPORTER - 1111 Jamboree Road Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Newport Beach Planning Commissioners, My wife, Laura, and I are thrilled to support Sean Bollettieri's Newporter Pickleball Project! We're longtime Newport Beach residents and active members of the Tennis & Training Club (TTC), where we've discovered not just a great place to play pickleball, but also a fantastic community. Retirement can be a bit… quiet, but TTC has kept us active and connected. It's been a real game-changer for our health and happiness. We'd love to see more Newport Beach folks experience the same benefits! Sean's done an amazing job at TTC over the years – constantly upgrading the facilities and creating such a welcoming atmosphere. The Newporter project will be a natural extension of that. We're especially excited about the affordable hourly court rentals for Newport Beach residents – that's a fantastic way to make pickleball accessible to everyone. Sean's dedication and vision for this project are impressive. He understands the product and market and proven he can be successful. The Newporter will be a huge asset to Newport Beach. Thanks for considering this important project. We wholeheartedly endorse it. Best, David Simmons & Laura Brightwell Sent from Yahoo Mail for iPhone Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Subject:Support for TTC Newporter Pickleball Project Dear Members of the Newport Beach Planning Commission, I am writing to express my full support for the upcoming planning commission review of The Newporter Pickleball Project located at 1111 Jamboree Road. This project will address the growing demand for pickleball courts in Newport Beach while prioritizing local residents by offering affordable court rentals without requiring a membership. It will also create a positive recreational space that promotes healthy living, social connections, and family activity, all while supporting local businesses. I encourage the Planning Commission to approve this project, as it will be a tremendous asset to our community under the leadership of Sean Bollettieri, whose proven track record in both tennis and pickleball speaks for itself. Thank you for your consideration. Sincerely, Jake Presser 789 Promontory Drive West Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1000 Wilshire Boulevard Suite 1500 Los Angeles, CA 90017 213.891.0700 Phone 213.896.0400 Fax BN 86465361v2 213.891.5257 Direct mshonafelt@buchalter.com January 7, 2025 VIA E-MAIL (SJURJIS@NEWPORTBEACHCA.GOV) Seimone Jurjis Assistant City Manager/Community Development Director Community Development Department 100 Civic Center Drive, Bay 1B Newport Beach 92660 Re: TTC Newporter (PA2024-0091): 1111 and 1107 Jamboree Road Dear Seimone, This office represents Palisades Tennis Club of Newport Beach (“PTC”) with regard to the above-referenced matter, specifically, a proposal for approval of a conditional use permit (CUP) and coastal development permit (CDP) to restripe six existing tennis courts into 22 pickleball courts for a private pickleball club, known as the TTC Newporter (“Project”). The Project is noticed for a hearing before the City of Newport Beach (“City”) Planning Commission at its regularly scheduled meeting on January 9, 2025. We submit this request to continue the hearing on the Project due to material defects in the Project application and the noticing of the Project hearing. This letter addresses these issues, in turn, below. 1. Incomplete Owner’s Affidavit The Project arises in the context of a 1973 conditional use permit for a single operator to manage an integrated tennis club with 16 tennis courts over two adjoining parcels -- Parcel 1 and Parcel 2, as identified in the Staff Report. The City of Newport Beach Planning Commission approved that existing conditional use permit, Use Permit UP1697, on October 4, 1973 (“UP 1697”). The Project would necessarily rupture UP 1697 by purporting to supplant or replace it as to Parcel 2. As a matter of law, a conditional use permit cannot be bifurcated in this matter. Such a bifurcation eliminates the use scheme authorized by UP 1697, which envisions a single operation over both parcels and reciprocal access to amenities located on each lot. Fracturing UP 1697 would void its findings and render its conditions impossible to Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Seimone Jurjis January 7, 2025 Page 2 BN 86465361v2 perform. Approval of the Project would rupture the formerly integrated tennis club and seal off amenities that were intended to be accessed and shared across both parcels. As a specific example, the Project would eliminate availability parking from Parcel 1, and render that lot landlocked. Such a result is inimical to rights secured on title to Parcel 1. Parcel 1 enjoys possessory easement rights on title allowing access “on, over or across” Parcel 2 for any “passage ways, driveways, entrance ways or access ways.” That right runs with the land; it is identified the 1992 Fluter grant deed and is recorded as a reciprocal easement on title to both Parcel 1 and Parcel 2. Moreover, it is a matter of record that, when the City of Newport Beach Planning Commission approved the division of these lots in 1973, it made the division subject to condition of approval no. 8, which states “[t]he use of Parcel 2 for off-street parking and perpetual access to Parcel 1 shall be maintained.” (Emphasis added.) The Project would unduly interfere with these possessory rights. For that reason, the owner of Parcel 1 must agree to any proceeding that would result in the rupturing of UP 1697 and the impairment of property rights. The record establishes there is no discretionary owner’s affidavit signed by the owner of Parcel 1. For that reason alone, the Project application is materially deficient and this matter cannot proceed. To approve the Project will result in the nullification of UP 1697 and destruction of critical property rights, with resulting impacts to property values and investment-backed expectations that could give rise to a regulatory taking. 2. Deficient Notice Section 20.62.020 of the City of Newport Beach Municipal Code requires, among other things, that notice “shall be posted on or close to the subject property in a prominent location at least ten (10) days before the scheduled public hearing … .” (City of Newport Beach Municipal Code, § 20.62.020.B.3, emphasis added.) Evidence establishes that no notice was posted on either Parcel 1 or Parcel 2. The only thing purporting to comply with the posting requirement is an obscure sign located in the public right-of-way along Jamboree Road and facing the roadway. Photographs of this posting are enclosed herewith. The posting did not comply with the City’s mandatory requirements. Nor is this concern mere technical fly-specking; members of the Palisades Tennis Club who enjoy the amenities of Parcel 1 have an interest in this matter. The posting would not be visible to the users of the Palisades Tennis Club. Indeed, the manner in which posting was effected appears intended to be overlooked by those members. The public posting requirements of the City’s code are intended to ensure robust public participation in the hearing process. The posting that took place here was an exercise in perfunctory performance and fell far short of that purpose. This letter presents only a preliminary assessment of manifest defects in the process leading to the agendizing of the Project. We reserve the right to supplement our comments on the Project. Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Seimone Jurjis January 7, 2025 Page 3 BN 86465361v2 If you have any questions about this letter, please do not hesitate to call me. Very truly yours, BUCHALTER A Professional Corporation Michael W. Shonafelt Shareholder MWS:mt cc: Aaron Harp, Esq., City Attorney aharp@newportbeachca.gov) Eric Davidson, Palisades Tennis Club of Newport Beach (edavidson@breakerstennis.com) Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Brian Schuler <bk_schulz@yahoo.com> Sent:January 07, 2025 4:23 PM To:Planning Commission Subject:Support for additional Pickleball Courts - TTC Newporter [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Dear Planning Commission of Newport Beach, I am in full support to allow TTC to convert the Pickleball Courts at 1111 Jamboree Road. This will truly help the many other Newport Beach residents who want recreational options beyond the city courts at Bonita Canyon and at Newport Coast. As a member of TTC club for many years, we have seen how our community benefits greatly from PCKLBLL overall. We have built a family that never existed prior to this special silly named game. Adding more courts, means adding stronger community. Newport Beach can never be strong enough. Sincerely, Brian Schuler Newport Beach resident Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Dear Members of the Newport Beach Planning Commission, My name is Scott Easton, and I am the Executive Director of the Hoag Classic (PGA TOUR Champions Tournament). As you know, for one week each year, the international spotlight shines brightly on Orange County’s only official PGA TOUR Champions event. Hosted at Newport Beach Country Club, my team and I execute and operate the Hoag Classic, which showcases golf legends such as Fred Couples, Retief Goosen, Ernie Els, Jim Furyk and Steve Stricker as they compete with more than 70 other PGA TOUR legends for the title. As one of the largest philanthropic events in PGA TOUR Champions history, the Hoag Classic has raised over $25 million in total proceeds for Hoag’s program and services, as well as other local educational and military charities. I am writing to express our full support for The Newporter Pickleball Project, located at 1111 Jamboree Road. Sean Bollettieri, owner of TTC Newport Beach, has built an outstanding reputation in our community, demonstrating a rare level of dedication and leadership. He has played an important role in supporting our event for the past 10 years, and we continue to collaborate with him and his organization for future initiatives. We believe The Newporter will make a lasting positive impact on our city by expanding access to quality recreational facilities. Sean’s expertise and success in both pickleball and tennis is unmatched in Newport Beach, and his leadership ensures this project will be a valuable addition to the community. We strongly encourage the Planning Commission to fully support this project, giving more people the opportunity to experience and enjoy the benefits of pickleball. Thank you for your time and thoughtful consideration. Sincerely, Scott Easton Executive Director Hoag Classic Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) January 7, 2025 Newport Beach Planning Commissioners, My name is Christine Sims, and I am a proud member of TTC and a resident of Newport Beach. I am writing to express my full support for The Newporter Pickleball Project at 1111 Jamboree Road by Sean Bollettieri. When I joined TTC for pickleball, I not only discovered a place to play, but also became part of a positive, welcoming community that has had a meaningful impact on my life. It may sound trite, but pickleball truly “changed my life.” Pickleball improves our physical and mental health, for many of us the game helps decrease our stress level, improves our cardiac health, and for people who have bone density issues, it is an amazing and fun way to exercise. It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits my friends and I have enjoyed through this club. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. I have no doubt that The Newporter will reflect the same passion and commitment. I am particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience. This flexibility ensures more members of our community can stay active, social, and healthy. Sean’s track record speaks for itself—just look at how he has transformed TTC Newport Beach over the past decade. I am confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. Sincerely, Christine Sims Planning Commission - January 9, 2025 Item No. 3c - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Jennifer Larson <jlarson@labfive.com> Sent:January 07, 2025 11:51 PM To:Planning Commission Subject:Support Pickleball Courts at the Palisades Location - Newport Beach Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Dear Newport Beach Planning Commission, I'm writing to SUPPORT the repurposing of underutilized tennis courts into pickleball courts at the Palisades facility in Newport Beach. This will be a Win for all considered. A new pickleball court facility will: - Allow many more residents to participate in the fastest growing sport in the US - Prioritize Newport Beach and CDM residents for court rentals and times - Offer courts without membership requirements and at discounted rates to residents - Would be a clear economic boost for the area with a capacity increase for pro pickleball tournaments I encourage the Planning Commission to vote Yes on this upgraded health/wellness/recreation opportunity for all residents. kind regards, Jennifer Larson Eastbluff, Newport Beach Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Alan Ebright <ebrightalan@yahoo.com> Sent:January 08, 2025 9:41 AM To:Planning Commission Subject:TTC Petition for Pickleball at the Hyatt Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Dear Council Members: I think the biggest hurdle is the parking situation. If TTC would like 22 courts with 4 people playing at anyone time, that’s potentially 88 cars. Assuming some spouses come in the same car, perhaps it would be more like 60 cars. That’s just for the people playing, so what about the people arriving to play; that’s even more cars. Then you must factor in the Palisades members parking and their cars. The quasi TTC/public access seems strange, and could create even more of a logistics dilemma. Who gets access first? How do you prove you’re a TTC member vs. non-member. Who will manage the facility? Where does that person sit and monitor the facility? What about safety and security? Where will the first aid station be located? What about the portable AED? What about the liability to the city in the event of a non- member injury? On top of this, the Hyatt golf course has many clinics involving young/small children. The vehicle entry/exit from Jamboree to the parking lot is very narrow and could create a real hazard for little children given the constant flow of new traffic. This is a ready, shoot, aim approach and is simply TTCs attempt at a land grab. -Alan Ebright Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) To the Newport Beach Planning Commissioners, My name is Susan Price Lucero and I am a member of both TTC and the Palisade Tennis Club. I am writing to express my full support for The Newporter Pickleball Project proposed by Sean Bollettieri. When I joined TTC for pickleball 3 years ago, I was excited to learn the game, but it turned out to be so much more than a game. The 5-7 days of exercise helped to improve my health significantly and the positive, supportive, and welcoming pickleball community was an added mental health benefit. I have played tennis at Palisades since the days when it was the John Wayne Club in the early 1990s. Tennis is also enjoyable, but does not offer the same flexibility as Pickleball. In Pickleball, I can sign up for daily ladders or play challenge court any day of the week for 15 minutes or several hours—whatever time I have. Sean has hosted several mixers for the Palisades community at TTC and 30-40 of my tennis friends have played at one time or another. Several have joined TTC in addition to their membership at Palisades. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience or my friends at Palisades who do not want to pay for two club memberships. This flexibility ensures more members of our community can stay active, social, and healthy. It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits I have enjoyed at TTC. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. He supported a fundraiser I hosted for Meals on Wheels in September and we raised over $20,000 for Orange County seniors in need. I have no doubt that The Newporter will reflect the same passion and commitment. Sean’s track record speaks for itself. He has transformed TTC Newport Beach over the past decade. I am confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. Please approve this project. It will bring significant value to our community. Thank you for your consideration. Sincerely, Susan Price Lucero Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Newport Beach Planning Commissioners, Our names are Robin Dykhouse and Jayne VanOpynen, and we are proud members of TTC and a resident of Newport Beach. We are writing to express our full support for The Newporter Pickleball Project by Sean Bollettieri. When we joined TTC for pickleball, we not only discovered a place to play but also became part of a positive, welcoming community that has had a meaningful impact on our lives. We have made so many wonderful friends and have had so many fun Pickleball experiences at TTC. It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through TTC. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services. We have no doubt that The Newporter will reflect the same passion and commitment. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience. This flexibility ensures more members of our community can stay active, social, and healthy. Sean’s track record speaks for itself—just look at how he has transformed TTC Newport Beach over the past decade. I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and we hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. Sincerely, Robin Dykhouse Jayne VanOpynen Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:penelope parmes <2penelope@cox.net> Sent:January 08, 2025 3:26 PM To:Planning Commission; sean@nbcctennis.com Subject:TTC Newporter [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. I have been a pickleball member at TTC for the past few years. The level of commitment and enthusiasm of the members has been amazing. I started playing at the NB Community Center and then moved over to the community courts at Bonita Canyon. With only 4 courts and no night lights, it became very difficult to get a court without waiting at hour (the time players must relinquish a court if someone is waiting to play). I then started playing at the public courts in Tustin (which has lighted courts) where it's a reserve/pay by the hour arrangement. The groups waiting to play at all of these places keep increasing which led me to join TTC. Not everyone can afford a private club membership with monthly dues and food minimums. Clearly, pickleball is an enormously popular sport -- for all ages. It's a very social sport which is not only good exercise, but helps build community connections. I truly support the proposal for TTC Newporter and hope that the Commission will agree. Penelope Parmes 9 Vienna, NB Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Bruce Moore <brucealanmoore@icloud.com> Sent:January 08, 2025 3:52 PM To:Planning Commission Subject:Hyatt Pickleball Courts Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or aƩachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert BuƩon above. Dear Planning Commission, I am wriƟng in to lend my full support to the proposed pickleball courts at the HyaƩ. Pickleball is a rapidly growing sport with a shortage of courts. It is a healthy and social acƟvity. AddiƟonal courts would greatly benefit the community. Thank you for your Ɵme and support, Bruce Moore Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) January 9, 2025, Planning Commission Item 3 Comments These comments on a Newport Beach Planning Commission agenda item are submitted by: Jim Mosher ( jimmosher@yahoo.com ), 2210 Private Road, Newport Beach 92660 (949-548-6229). Item No. 3. TTC NEWPORTER (PA2024-0091) 1. I am unable to understand the statement on page 5 of the staff report (handwritten page 7, which number is not visible in the full agenda packet PDF) that “The Palisades Tennis Club will continue to operate separately under Use Permit No. UP1697 and the proposed project will operate separately under this conditional use permit, should it be approved.” a. I am unable to find any staff analysis of how a separate permit for Parcel 2 (the proposed TTC Newporter site) could function without revision to UP1697, or how and to what extent the new permit would apply to Parcel 2 if UP1697 remains in effect. b. Since UP1697 applies to both Parcel 1 (the Palisades Tennis Club site) and Parcel 2, doesn’t the creation of a separate permit for Parcel 2 materially alter what was contemplated and approved with UP1697 and the rights of the Parcel 1 owner or operator? c. For example, proposed Condition of Approval No. 9 (draft resolution page 14) places a new responsibility on the Parcel 1 owner or operator to find parking based on circumstances over which they have no control. How can such a condition be imposed without the consent of the party it is being imposed on? 2. What purports to be “Use Permit No. UP1697,” provided as Attachment No. PC 2, is clearly not a use permit, but rather an October 2, 1973, staff report recommending approval of a use permit to a former Planning Commission for consideration as Item A-10 on their October 4, 1973, agenda. 3. As at the October 19, 2023, Planning Commission hearing on the appeal of a previous pickleball request for Parcel 2 (heard then as Item 2, but continued and apparently withdrawn) staff seems not to have reviewed the minutes of the October 4, 1973, hearing. Had they done so, they might have seen on page 12 that film actor John Wayne “questioned Condition No. 10 in the staff report” and from page 13 of the minutes that the Condition No. 10 approved by the PC in 1973 was substantially different from the Condition No. 10 in the present Attachment No. PC 2. Whether anything else about the actually approved use permit is different, I don’t know. 4. More importantly, again overlooked is UP1697’s Condition of Approval No. 11 “That all the applicable conditions of approval for Resubdivision No. 413, which is being considered concurrently, be fulfilled.” And if they looked at page 14 of the October 4, 1973, minutes, they might have seen that Resubdivision No. 413 was Item A-11 on the same agenda, and that one of “the applicable conditions of approval for Resubdivision No. 413” was Resubdivision No. 413’s Condition of Approval No. 8, stating “That a document satisfactory to the City Attorney and the Director of Community Development shall be recorded which Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) January 9, 2025, PC agenda Item 3 comments - Jim Mosher Page 2 of 2 guarantees that the two parcels will be maintained for the duration of the lease as a single development. The use of Parcel 2 for off-street parking and perpetual access to Parcel 1 shall be maintained.” As such, the current proposal to create two separate developments without guaranteed parking seems completely at odds with the assumptions underlying 1973’s approval of UP1697 and the simultaneous division into two parcels 5. Additionally, staff may have been a bit hasty in concluding all the conditions of a Class 32 CEQA exemption have been met. In particular, on page 4 of 19 of the draft resolution says “The Property is within a developed area of the City and is adequately served by existing utilities. All public services are adequate to accommodate the Project.” This seems in conflict with proposed Condition of Approval No. 6 (“Members of the pickleball club on the Property shall have access to restroom facilities at the Hyatt Regency Hotel”) in the sense that it seems odd to ask users of the Project to use an adjoining (and potentially separately owned private property) if Parcel 2 had its own sewer connection. 6. Finally, even if these problems could be resolved, the dismissal of noise impacts may also have been a bit hasty. While it may be technically correct that the pickleball activity will not “significantly” increase ambient noise1 at sensitive receptor sites, this is based on a code recognizing only noise levels averaged over long durations. But the pickleball noise is impulsive and of a ping-pong like tone that some find annoying, meaning its peaks can likely be heard above the background even if its long-term average is lower. A somewhat similar situation arises with aircraft noise, which is also highly episodic, albeit over longer peaks lasting up to a minute instead of a fraction of a second. The present Noise Impact Analysis notes (on handwritten page 171), that the Project is far outside John Wayne Airport’s 60 dB CNEL contour, from which it concludes the long-term average of aircraft noise will be below the ambient and not significant. But I am pretty sure the peaks of the individual JWA jet departures are readily heard above the background hum and are annoying to some at this location. Likewise, the pickleball peaks seem likely to be heard over a larger distance than the averages would suggest. 1 The analyst, in quoting only a 3 dB or more increase in 24-average (“CNEL”) noise as “significant,” seems unaware of NBMC Section 20.30.080.G setting a 1 dB increase as significant when the ambient level is 65 dB CNEL or more. Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3d - Additional Materials Received TTC Newporter (PA2024-0091) GRF January 8,2025 BY ELECTRONIC MAIL: Mark Rosene, Chairman Newport Beach Planning Commission mrosene .{:ov Re: TTC NewporterApplication Dear Planning Commissioners: I am pleased to write in support of Sean Bollettieri-Abdali's application to convert 6 existing tennis courts adjacent to the Hyatt Newporter into 22 pickleball courts. My entity is the Managing Owner of the Landlord at Newport Beach Country Club Planned Community District, which includes both the Golf Club and adjacent Tennis Club. Over l0 years ago, Sean became the Tenant for the Tennis Club Sub-Area which he renamed The Tennis & Pickleball Club at Newport Beach ("TTC Newport Beach"). Sean took over a Tennis Club where two previous Tenants had failed due to the decline in tennis popularity worldwide resulting in the decline in tennis members over the previous two decades. To my amazement, Sean immediately brought excitement and new life to the club with his tennis academies and coaching of world-class tennis players. During COVID, Sean converted many of the tennis courts to pickleball courts, and the popularity of TTC Newport Beach exploded. In addition to providing a venue for members of our community to get fresh air, exercise, and socialize, he created a greatguest experience. Additionally, Sean has hosted over 120 charitable tournaments a year, significantly benefitting numerous nonprofit groups, including most in our community. I do not think a week goes by where a TTC Member or a head of a nonprofit does not aPProach me to sing Sean's praises. Granville Condominiums are roughly 50 feet from the pickleball courts at TTC Newport Beach, and the outside dining at Newport Beach Country Club is roughly 300 feet away, and TTC Newport Beach is one of the biggest pickleball clubs in the world with many events. And yet GOLF REALTY FUND ONE UPPER NEWPORT PLAZA NEWPORT BEACH CALIFORNIA 92660 (949) 251-2O2s the somehow managed to keep his neighbors happv Sean is the Real Deal. He is a first-class, amazing Tenant, and a first-class operator. I hope in the near future Sean receives "Newport Beach Man of the Year" for what he has done for our I Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) community, for pickleball worldwide, and for the nationwide notoriety he has brought to the great City of Newport Beach. It has, of course, been a financial hardship to pay Rent for the last 17 months at TTC Newporter plus the cost of the pickleball entitlements. Therefore,I hope the Planning Commission will approve this worthwhile project at its meeting this Thursday, January 9,2025. I would also like to take this opportunity to thank all of you for all your hard work. Robert O Hill ec Seimone Jurjis, Community Development Dept. Director - sj urj is@newportbeachca. gov Tristan Harris, Vice Chair - thanis@.newportbeachca.gov David Salene, Secretary - dsalene@newportbeachca.eov Brady Barto, Planning Commissioner - bbarto@.newportbeachca.gov Curtis Ellmore, Planning Commissioner - cellmore(Enewportbeachca.gov Jon Langford, Planning Commissioner - i laneford@ newportbeachca. gov Lee Lowrey, Planning Commissioner - llowrey@newportbeachca.gov Clarivel Rodriguez, Com. Dev. Dept. Admin. Assistant - crodriguez@newportbeachca.eov Sean Bollettieri-Abdali - sean@nbcctennis.com All 2 Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) Newport Beach Planning Commissioners, My name is Tarek El Moussa, and I am a proud member of TTC and a resident of Newport Beach. I am writing to express my support for The Newporter Pickleball Project by Sean Bollettieri. When my wife and I joined TTC for pickleball, we not only discovered a place to play but also became part of a positive, welcoming community. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community for families and individuals of all ages to feel welcome. I have no doubt that The Newporter will reflect the same passion and commitment. Sean’s track record speaks for itself and I am confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will approve this project. Thank you for your thoughtful consideration. Sincerely, Tarek El Moussa Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Susan Kramer <susan@pennrecords.com> Sent:January 08, 2025 5:48 PM To:Planning Commission Subject:Pickleball Courts at The Hyatt Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Please be advised that currently the TTC tennis members have been relegated to the Hyatt Newporter courts as more tennis courts at the TTC have been converted to pickleball. The remaining few tennis courts are rented to the UTR and Junior tennis program. If and when the Hyatt courts are converted as well, the TTC tennis members will probably not have courts to play on at the TTC. As many of us are long time members and have made many friends over the years this is very disappointing turn of events. Is the TTC required to have tennis members? Best regards, Susan Kramer Get Outlook for iOS Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Nancy Barfield <nancy@nancybarfield.com> Sent:January 08, 2025 8:10 PM To:Planning Commission Subject:FW: TTC Newport Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. To All, I’m writing about the new TTC Newporter Pickleball Project. I began my journey at Bonita Canyon courts, where it was often difficult to get a game due to the crowds. As a full-time Realtor, I sought more court space. I learned from Mel Wheatley , a teaching pro that TTC was the place to be, so I joined the old Balboa Tennis Club and became hooked. I play six days a week for three hours and managed to return to the courts four months after a knee replacement. At 75, I play to stay healthy and enjoy the friendships I’ve made. After attending the Volunteer Police Academy, I proposed a Pickleball tournament to the officers, but received no response. Later, while at the Fire Department Academy, I learned they had space for a court. I suggested a tournament at TTC, and within hours, Fireman Jim confirmed their participation. Spoke to Sean and we had Our first Fireman’s Pickleball Tournament in April attracted 140 participants and their families, followed by a successful after-party. Last year, we hosted another tournament, which Sean fully sponsored and I’m already coordinating with Sean and the team for this year’s event. Pickleball has been a lifesaver for many members, and the new Hyatt Newporter courts would greatly benefit the Newport Beach community by providing much-needed space for players on tight budgets. I’m here to support the Hyatt Newport TTC project and encourage you all to vote yes. Lets not be nit picky when we are limited with option. Help this applicant to get to finish line. Sincerely, Nancy Barfield REALTOR DRE 01085438 Sotheby’s International Realty Nancy@nancybarfield.com Newport Beach, CA 92660 Cell: 714-271-0789 Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:Ashil Abhat <a.abhat@yahoo.com> Sent:January 08, 2025 11:14 PM To:Planning Commission Subject:The Newporter Pickleball Project Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Dear Members of the Newport Beach Planning Commission, My name is Ashil Abhat and I enthusiastically call Newport Beach home along with my family. Many of my friends and colleagues are proud members of The Tennis & Pickleball Club at Newport Beach (TTC), owned and operated by Sean Bollettieri. I can personally attest to the positive impact Sean has made in our community through his leadership, vision, and continuous contributions. I am writing to express my full support for the upcoming planning commission review of his next project, The Newporter Pickleball Project at 1111 Jamboree Road. Sean has created a thriving pickleball and tennis community, providing a space where many of my friends and peers can stay active while fostering meaningful social connections outside their professional lives. His dedication to both the sport and the Newport Beach community is evident in the welcoming, inclusive atmosphere he has cultivated at TTC. Sean’s commitment has been proven time and again through his continuous efforts to improve the club. My personal experience with Sean has been nothing but positive, and his impact reaches beyond the courts. The Newporter will address a critical need in our city, especially given the increasing demand for pickleball courts and the limited availability of public options. Furthermore, public courts in Newport Beach are often occupied by non-residents, making access challenging for locals. The Newporter will provide priority access to Newport Beach residents, offering both hourly court rentals and an affordable membership model, ensuring more residents can enjoy this fast-growing sport. Beyond expanding recreational access, Sean is a devoted family man who actively promotes youth development through various programs while also using pickleball events as platforms for charitable initiatives that directly benefit the Newport Beach community. In my two years as a TTC member, I have personally witnessed well-attended charity pickleball events benefiting numerous worthy causes and organizations. Additionally, The Newporter will positively impact the local economy by driving traffic to nearby businesses, including restaurants, hotels, and other establishments, further enriching Newport Beach's culture and economic growth. I strongly encourage the Planning Commission to approve this project. Sean’s 30+ years of experience in racquet sports, combined with his proven leadership and decade-long contributions here in Newport Beach, make him the ideal person to lead this project to success. Thank you for your time and thoughtful consideration. Sincerely, Ashil Abhat Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) 1 Subject:FW: Newporter Pickleball project - Sean Bolletteiri’s project From: Karen Rhyne <rhyneharbor@aol.com> Sent: January 09, 2025 10:46 AM To: Planning Commission <planningcommission@newportbeachca.gov> Subject: Newporter Pickleball project - Sean Bolletteiri’s project [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Planning Commissioners: I am a resident of Newport Beach. During my residency I have been involved in city commissions and committees. I was a harbor commissioner for 8 years , on the charter update commission and on the airport committee. I am also a very happy member of TTC and a pickleball addict. I had played at the city courts on Bonita Canyon and on the lovely new courts at Newport Coast. I played in the first pickleball rec league in 2024 and in fact my partner and my photo is in the rec league magazine and online. I am very excited with Sean’s project for the Newporter. This will benefit both the members of TTC as well as the community at large. Right now on the public courts there is more demand than availability. So one either has to wait for hours or give up. Sean’s proposed project would be a big benefit and there doesn’t appear to be any downside to his proposal. I hope the commission sees all the benefits and unanimously approves this project. I am happy to answer any questions or assist in any way. Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) 2 Sincerely , Karen Rhyne Attorney at Law Please excuse brevity and typos Sent from Karen Rhyne via iPhone Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) 1 From:IRENE ERDTSIECK <nicaramama@aol.com> Sent:January 09, 2025 11:52 AM To:Rodriguez, Clarivel Subject:Re: Meeting Newporter Project. Letter of Support [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Newport Beach Planning Commissioners, I am writing to express my full support for The Newporter Pickleball Project by Sean Bollettieri. This project will create a location for Newport Beach residents to enjoy pickleball play at an affordable price and become part of a wonderful community with or without a partner. This flexibility ensures more members of our community can stay active, social, and healthy. As a relatively new resident to Newport Beach and TTC pickleball, I can truly say that when I joined I immediately felt like I belonged and have formed some wonderful friendships. The Bollettieris’ are always making improvements while creating a very welcoming ambience at TTC. There is no doubt that The Newporter, under direction of the Bollettieris would be just as welcoming. It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through TTC. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. He has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. I have no doubt that Sean will continue with the same passion and commitment he has for TTC to The Newporter project. Sean’s record speaks for itself—just look at how he has transformed TTC Newport Beach. If approved, I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities for our residents and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. Sincerely, Irene Erdtsieck On Jan 9, 2025, at 7:26 AM, Rodriguez, Clarivel <CRodriguez@newportbeachca.gov> wrote: Good morning Irene, I received your email but the attachment opens to an irregular format. Can you please copy and paste your letter to the body of an email and send it that way? Thank you, Clarivel Rodriguez Assistant to the Community Development Director Community Development Department Office: 949-644-3232 100 Civic Center Drive Newport Beach, CA 92660 Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) 2 -----Original Message----- From: IRENE ERDTSIECK <nicaramama@aol.com> Sent: January 08, 2025 7:54 PM To: Planning Commission <planningcommission@newportbeachca.gov> Subject: Meeting Newporter Project. Letter of Support [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. <Mail Attachment.eml> Planning Commission - January 9, 2025 Item No. 3e - Additional Materials Received TTC Newporter (PA2024-0091) Community Development Department CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT 100 Civic Center Drive Newport Beach, California 92660 949 644-3200 newportbeachca.gov/communitydevelopment Memorandum To: Planning Commission From: Jenny Tran, Associate Planner Date: January 9, 2025 Re: Item No. 3: TTC Newporter (PA2024-0091) ________________________________________________________________ Staff would like to include the Planning Commission Action and Adopted Conditions of Approval for Use Permit No. UP1697 and Resubdivision No. 413 which were inadvertently omitted from Attachment No. PC 2 of the staff report. Enc. Use Permit No. UP1697 Planning Commission Action and Adopted Conditions of Approval Resubdivision No. 413 Planning Commission Action and Adopted Conditions of Approval Planning Commission - January 9, 2025 Item No. 3f - Additional Material Received from Staff TTC Newporter (PA2024-0091) Use Permit No 1697 Planning Commission Action and Adopted Conditions of Approval Planning Commission - January 9, 2025 Item No. 3f - Additional Material Received from Staff TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3f - Additional Material Received from Staff TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3f - Additional Material Received from Staff TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3f - Additional Material Received from Staff TTC Newporter (PA2024-0091) Resubdivision 413 Planning Commission Action and Adopted Conditions of Approval Planning Commission - January 9, 2025 Item No. 3f - Additional Material Received from Staff TTC Newporter (PA2024-0091) Planning Commission - January 9, 2025 Item No. 3f - Additional Material Received from Staff TTC Newporter (PA2024-0091) 1 From:Sean Bollettieri <sean@nbcctennis.com> Sent:January 09, 2025 12:11 PM To:Bob Anderson Cc:Planning Commission Subject:Re: Support for TTC Newporter Pickleball Project [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. thank you. On Thu, Jan 9, 2025 at 12:04 PM Bob Anderson <ba1465@gmail.com> wrote: Dear Members of the Newport Beach Planning Commission, I am writing to express my full support for the upcoming planning commission review of The Newporter Pickleball Project located at 1111 Jamboree Road. This project will address the growing demand for pickleball courts in Newport Beach while prioritizing local residents by offering affordable court rentals without requiring a membership. It will also create a positive recreational space that promotes healthy living, social connections, and family activity, all while supporting local businesses. I encourage the Planning Commission to approve this project, as it will be a tremendous asset to our community under the leadership of Sean Bollettieri, whose proven track record in both tennis and pickleball speaks for itself. Thank you for your consideration. Sincerely, Bob Anderson 100 Vilaggio Newport Beach -- Many aces, Sean Bollettieri Abdali / President The Tennis Club at Newport Beach Eleven Club House Dr. Newport Beach CA 92660 P: 949.759.0711 www.thetennisclubnb.com Planning Commission - January 9, 2025 Item No. 3g - Additional Materials Received TTC Newporter (PA2024-0091) 1 Rodriguez, Clarivel From:Jurjis, Seimone Sent:January 09, 2025 11:54 AM Cc:Murillo, Jaime; Summerhill, Yolanda Subject:FW: 2025.01.07 Ltr. City of Newport Beach - TTC Newporter (PA2024-0091): 1111 and 1107 Jamboree Road Chair Rosene and Commissioners, Please see email below. Seimone Jurjis Assistant City Manager / Director of Community Development Community Development Department Office: 949-644-3282 100 Civic Center Drive Newport Beach, CA 92660 From: Shonafelt, Michael <mshonafelt@buchalter.com> Sent: January 09, 2025 11:32 AM To: Jurjis, Seimone <sjurjis@newportbeachca.gov> Cc: Eric Davidson <ericd7159@gmail.com> Subject: FW: 2025.01.07 Ltr. City of Newport Beach - TTC Newporter (PA2024-0091): 1111 and 1107 Jamboree Road [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Report phish using the Phish Alert Button above. Seimone, On behalf of our client, the Palisades Tennis Club of Newport Beach, we hereby withdraw our objections to the proposed use permit for TTC Newporter, on the agenda for this evening’s Planning Commission hearing. Buchalter Michael W. Shonafelt Shareholder T (213) 891-5257 mshonafelt@buchalter.com 1000 Wilshire Boulevard, Suite 1500 Los Angeles, CA 90017-1730 www.buchalter.com Planning Commission - January 9, 2025 Item No. 3g - Additional Materials Received TTC Newporter (PA2024-0091) From:Sue Gross To:Planning Commission Subject:Support for The Newporter - Sean Bollettieri Date:January 09, 2025 1:01:31 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.Report phish using the Phish Alert Button above. Subject: Support for The Newporter Project Dear Planning Commission, My name is Sue Gross, and I have had the pleasure of residing on Lido Island for nearly 30years. Over the years, I’ve been a member of TTC (formerly the Balboa Club) under the exceptional management of Sean Bollettieri. My time there has not only deepened my love fortennis but has also introduced me to the joy of playing pickleball. Currently, I enjoy both sports. TTC made a seamless transition for tennis members to theHyatt temporary, where we have thoroughly enjoyed playing, often followed by lunch at the Hyatt’s inviting dining spaces. I must commend the Hyatt on the stunning renovation of theirlobby—an elegant space where players can gather to eat, drink, and socialize comfortably. While we have access to changing rooms and restrooms at the Balboa building, we oftenprefer the ones closer to the bar and lounge area, which are more convenient for grabbing a quick snack or a refreshment. I greatly appreciate the care Sean has taken to ensure amplerestroom accesses, along with well-maintained parking and beautiful courts for our enjoyment. We are all eagerly anticipating the start of pickleball at The Newporter, and it would be such adisappointment if this wonderful addition were delayed any further. The TTC staff works tirelessly to ensure members are well cared for, and I have everyconfidence that The Newporter will be a tremendous success under Sean Bollettieri's capable leadership. He has my complete support for this project, and I encourage you to do the same. Sincerely yours, Sue Gross Planning Commission - January 9, 2025 Item No. 3h - Additional Materials Received After Deadline TTC Newporter (PA2024-0091) Newport Beach Planning Commissioners, My name is Matt Hoyt, and I am a proud member of TTC and/or a resident of Newport Beach. I am writing to express my full support for The Newporter Pickleball Project by Sean Bollettieri. When we joined TTC for pickleball, we not only discovered a place to play but also became part of a positive, welcoming community that has had a meaningful impact on our lives. It would be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through this club. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he has made significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. I have no doubt that The Newporter will reflect the same passion and commitment. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourly court rental option exclusively for Newport Beach residents who may not be seeking a full club experience. This flexibility ensures more members of our community can stay active, social, and healthy. Sean’s track record speaks for itself—just look at how he has transformed TTC Newport Beach over the past decade. I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball but face limited court availability. Please approve this project. It will bring significant value to our community. Thank you for your thoughtful consideration. Sincerely, Matt Hoyt Newport Beach Resident and TTC Club Member Planning Commission - January 9, 2025 Item No. 3h - Additional Materials Received After Deadline TTC Newporter (PA2024-0091) From:Gary Sherwin To:Planning Commission Cc:Jon Langford; Sean Bollettieri Subject:Pickleball Project Date:January 09, 2025 4:39:12 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.Report phish using the Phish Alert Button above. Dear Planning Commission: On behalf of Visit Newport Beach, I want to strongly endorse the Newporter Pickleball project. This will be a positive step for Newport Beach and the Hyatt Regency. We see thehotel benefiting from this project with increased business, which will also generate more valuable TOT dollars. Pickleball is now incredibly popular, and offering more resources tosupport this sport would be good not only for our residents but also for visitors coming to the area. This is a wonderful win for our city, and I would strongly endorse the PlanningCommission’s approval. TTC is an excellent operator, and I have no doubt that this will be a successful endeavor. Many thanks, Gary Sherwin Planning Commission - January 9, 2025 Item No. 3h - Additional Materials Received After Deadline TTC Newporter (PA2024-0091) From:jill kort To:Planning Commission Subject:The Newporter Pickleball Project Date:January 10, 2025 8:10:12 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.Report phish using the Phish Alert Button above. Newport Beach Planning Commissioners, My name is Jill Kort, and I am a proud member of TTC and/or a resident of NewportBeach. I am writing to express my full support for The Newporter Pickleball Project by Sean Bollettieri. When we joined TTC for pickleball, we not only discovered a place to play but also became part of a positive, welcoming community that has had a meaningful impact on our lives. Itwould be wonderful to see more Newport Beach residents have the same opportunity to experience the benefits we’ve enjoyed through this club. Sean Bollettieri has consistently demonstrated his dedication to building a warm, inclusive community where families and individuals of all ages feel welcome. Over the years, he hasmade significant improvements to TTC, constantly reinvesting in the club with new amenities, expanded services, and a strong focus on philanthropy. I have no doubt that The Newporter will reflect the same passion and commitment. I’m particularly supportive of the fact that The Newporter will offer a more affordable, hourlycourt rental option exclusively for Newport Beach residents who may not be seeking a full club experience. This flexibility ensures more members of our community can stay active,social, and healthy. Sean’s track record speaks for itself—just look at how he has transformed TTC NewportBeach over the past decade. I’m confident that The Newporter will continue to grow and improve, providing more playing opportunities and positive experiences for our city. We are so fortunate to call Newport Beach home, and I hope you will support this project, which holds great importance for many residents who are passionate about pickleball butface limited court availability. Planning Commission - January 9, 2025 Item No. 3h - Additional Materials Received After Deadline TTC Newporter (PA2024-0091) TTC NEWPORTER(PA2024-0091) Planning Commission, Public Hearing January 9, 2025 Jenny Tran, Associate Planner 949-644-3212, jtran@newportbeachca.gov CONDITIONAL USE PERMITCOASTAL DEVELOPMENT PERMITAND TRAFFIC STUDY Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) 2 PROJECT LOCATION The Hyatt Regency Hotel 1107 Jamboree Road TTC Newporter (Subject Property) 1111 Jamboree Road (Parcel 2) The Palisades Tennis Club 1171 Jamboree Road (Parcel 1) Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) BACKGROUND 3 October 1973 UP1697 approved for the John Wayne Tennis Club and Resubdivision No. 413 approved May 1974 Tennis club subdivision for Parcel 1 and 2 recorded August 2023 Staff Approval approved for Parcel 2 to operate a tennis club independent of Parcel 1 Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) PROJECT DESCRIPTION 4 •Conditional Use Permit •Restripe 6 tennis courts into 22 pickleball courts •Minor improvements to surface parking lot •Coastal Development Permit •Intensification of use in the coastal zone •Traffic Study •Net increase of over 300 average daily trips Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) PARKING 5 Use Required Parking Provided Parking Parking Location TTC Newporter (Project)66 66 12 spaces on 1111 Jamboree Road (Property) 54 spaces on 1107 Jamboree Road The Palisades Tennis Club 60 60 60 spaces on 1111 Jamboree Road Hyatt Regency Hotel 602 642 642 spaces on 1107 Jamboree Road Total 728 769 Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) 6 Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) NOISE STUDY 7 •Noise Study prepared by LSA Associates, Inc. •Noise Study analyzed noise impacts from increase in traffic and from pickleball operations. •The study concluded that, at full capacity, the project would not create an increase in decibels perceptible to the human ear at the hotel and residences across Jamboree Road. Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) TRAFFIC STUDY 8 •Traffic Study prepared by LSA Associates, Inc. •Traffic Study analyzed 7 intersections to evaluate project impacts to the level of service of each intersection. •The study concluded that the project meets the level of service required under the Traffic Phasing Ordinance. Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) RESTROOM FACILITIES 9 Restroom Restroom Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) THE PALISADES TENNIS CLUB 10 •Will continue to operate in compliance with Use Permit No. UP1697 separately from the TTC Newporter. •This project will not supersede the existing use permit. •All parking for The Palisades Tennis Club is provided on Parcel 2. •All rights afforded to The Palisades Tennis Club under Use Permit No. UP1697 shall continue. Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) RELEVANT CONDITIONS OF APPROVAL 11 •No. 6 – Pickleball club members will have access to restroom facilities at the Hyatt Regency Hotel. •No. 7 – Any special events shall be coordinated with the Hyatt Regency Hotel to avoid issues with parking. •No. 9 – If the operator/owner no longer authorizes parking for The Palisades, they must notify the City and The Palisades must seek approval of a parking adjustment. •No. 10 – If the TTC Newporter and the Hyatt Regency Hotel become under separate ownership, an off-site parking agreement is required to authorize parking for the TTC Newporter on The Hyatt Regency Hotel property. Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) RECOMMENDED ACTION 12 •Conduct a public hearing •Find the project exempt from CEQA under Class 32 and Class 1 •Adopt Resolution No. PC2025-002 approving the Conditional Use Permit, Coastal Development Permit, and Traffic Study Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) QUESTIONS AND DISCUSSION Jenny Tran, Associate Planner 949-644-3212, jtran@newportbeachca.gov 13 Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091) 14 The Hyatt Regency Hotel TTC Newporter Restroom Restroom Planning Commission - January 9, 2025 Item No. 3i - Additional Materials Presented at the Meeting by Staff TTC Newporter (PA2024-0091)