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4.0_BSP Bristol, LLC Medical Offices_PA2020-052
CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT October 7, 2021 Agenda Item No. 4 SUBJECT: BSP Bristol, LLC Medical Offices (PA2020-052) ▪ Condominium Conversion No. CC2020-002 ▪ Tentative Parcel Map No. NP2020-003 ▪ Conditional Use Permit No. UP2020-185 ▪ Traffic Study No. TS2021-001 SITE LOCATION: 1400 and 1420 North Bristol Street APPLICANT: BSP Bristol, LLC OWNER: BSP Bristol, LLC PLANNER: David S. Lee, Associate Planner 949-644-3225, dlee@newportbeachca.gov PROJECT SUMMARY A conditional use permit and traffic study to convert 70 percent of an existing professional office complex into medical office use, which requires a reduction of 27 parking spaces. The remaining 30 percent of floor area will remain as professional office use. The applicant also requests a condominium conversion in conjunction with a tentative parcel map to convert both existing two-story office buildings to condominiums, creating between 22 to 30 ownership units. The Planning Commission previously considered this item at a public hearing on June 3, 2021, with the applicant seeking 100 percent of the building proposed for medical use. The Planning Commission continued the item expressing concerns about parking availability. The Planning Commission reconsidered this item at a public hearing on September 9, 2021. At that time, the applicant proposed a 17-space parking lift system in an effort to provide additional on-site parking. The Planning Commission continued the item to the October 7, 2021 hearing, after expressing concerns with the operation of the parking lifts and amount of professional office being converted to medical office. There appeared to be a consensus not to accept the proposed vehicle lifts. RECOMMENDATION 1) Conduct a public hearing; 2) This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment; and 1 INTENTIONALLY BLANK PAGE2 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 2 3) Adopt Resolution No. PC2021-027 approving Condominium Conversion No. CC2020-002, Tentative Parcel Map No. NP2020-003, Conditional Use Permit No. UP2020-185 and Traffic Study No. TS2021-001 (Attachment PC 1). VICINITY MAP GENERAL PLAN ZONING LOCATION GENERAL PLAN ZONING CURRENT USE ON-SITE General Commercial Office (CO-G) Newport Place (PC11) Professional Offices NORTH CO-G PC11 Professional Offices SOUTH CO-G Santa Ana Heights (SP-7) Various Offices EAST CO-G PC11 Professional Offices WEST Mixed-Use Horizontal (MU-H2) PC11 Professional Offices 3 INTENTIONALLY BLANK PAGE4 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 3 INTRODUCTION Project Setting The existing professional office plaza is located at the northwesterly intersection of North Bristol Street and Spruce Street. The 2.38-acre site is developed with two existing two- story buildings, totaling 37,515 square feet of building area. The buildings contain a mix of professional and business office uses. The office plaza includes an existing 154-space parking lot that serves the tenants of the building. The project site is bounded by North Bristol Street and State Route 73 to the south and by professional offices in all directions. A vehicle storage facility is located to the east. Project Description After the first two public hearings for this project, the applicant has modified the project to eliminate vehicle lifts and to limit the amount of medical use in the building. The applicant proposes to convert 70 percent of an existing professional office plaza into medical office use, which requires a conditional use permit to reduce 27 parking spaces. The applicant also requests a condominium conversion in conjunction with a tentative parcel map to convert both existing two-story office buildings to condominiums, creating between 22 to 30 ownership units. The existing 154-surface space parking lot does not meet the minimum 167 parking space requirement for its existing professional office use or comply with current standards for drive aisle and parking stall widths. The applicant proposes to improve the parking lot to comply with current design standards and provide convenient and safe circulation for visitors, resulting in a 150-space parking lot. As conditioned, the applicant has proposed new landscaping which includes a hedge abutting adjacent properties that acts as a visual screen and precludes pedestrian access between properties. Additionally, the applicant has submitted plans for a separate permit for the exterior remodel of the existing office buildings. The applicant is proposing to modernize the existing building façade, courtyard, signage, landscaping, and other miscellaneous exterior improvements. These changes are ministerial and do not require Planning Commission review. DISCUSSION General Plan and Zoning Code The Land Use Element of the General Plan designates the subject property as General Commercial Office (CO-G), which is intended to provide administrative, professional, and medical offices with limited accessory retail and service uses. The proposed project is consistent with this designation as it is for the conversion of professional offices to medical office condominiums. 5 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 4 The subject property is located within Industrial Site 3A of Newport Place Planned Community (PC11), which is intended to provide for areas appropriate for various industrial uses such as manufacturing, research assembly, and testing and repair of components and devices. Administrative, professional and business offices are also permitted uses. On June 14, 2013, a determination was made by City Staff that permitted uses for properties located within Industrial Site 3A of PC11 to include all Group 1 uses (Professional and Business Offices) listed under PART II Commercial of PC11. Under this determination, medical offices are a permitted use for the subject property. Land Use Policy 2.4, Economic Development, encourages the accommodation of uses that maintain or enhance Newport Beach’s fiscal health, accounting for market demands while maintaining and improving the quality of life for residents. Due to the ongoing COVID-19 pandemic, the market demands for commercial office have been altered for the foreseeable future. The conversion to a medical office plaza provides an opportunity for medical office uses that would serve residents and enhance the overall fiscal health of the property. The applicant is responding to an increase in demand for medical office use, quite possibly due to the future UCI medical center and current demographic trends. Land Use Policy 3.2, Growth and Change, encourages the enhancement of existing neighborhoods, districts, and corridors, allowing for re-use and infill with uses that are complimentary in type, form, scale, and character. As part of the overall project, the applicant has applied for a ministerial building permit to upgrade and modernize the existing building façade, courtyard, signage, landscaping, and other miscellaneous exterior improvements (Attachment No. PC 7). The applicant seeks to enhance the existing site and create a modernized medical plaza that is visible from Bristol Street and State Route 73. General Plan Circulation Element Goal CE 7.1 states “an adequate supply of convenient parking throughout the City.” Circulation Element Policy CE 7.1.1 “require[s] that new development provide adequate, convenient parking for residents, guests, business patrons, and visitors.” As discussed below, the proposed parking reduction is consistent with Policy CE 7.1.1 because adequate parking will be provided based upon the proposed uses as demonstrated by a site-specific parking study. Parking Reduction The applicant seeks a 27-space reduction of required parking for the blend of 70 percent medical office and 30 percent professional office. The parking requirements are summarized in the following table: 6 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 5 Table1: Blended Office Parking Code Requirement Use Floor Area (sq. ft.) Required Parking Rate Requited Parking Required Parking Per Parking Study Office (30%) 11,255 1 per 250 sq. ft.1 45 45 Medical Office (70%) 26,260 1 per 200 sq. ft. 132 1022 Total 37,515 N/A 177 147 Since the blend of offices uses requires 177 spaces and 150 spaces are provided, the applicant is requesting a reduction of 27 required spaces. The reduction request is supported by a parking study dated August 12, 2021, prepared by RK Engineering, Inc. The parking study shows the overall parking demand of the proposed medical office condominiums by providing weekday parking surveys taken from five (5) comparable medical office buildings within Orange County, prior to the COVID-19 pandemic. The analysis of the data determined that the peak projected parking demand for 70 percent medical office is 102 spaces, resulting in an overall blended peak demand when factoring in the remaining 30 percent of professional office area of a total of 147 spaces (Table 1). This results in a 98 percent parking lot utilization during peak hours. The parking study concludes that the modified parking lot, with a reduction in the number of spaces, is sufficient to accommodate peak parking demand for the proposed medical office conversion. Based on the study, Staff believes that a 70 percent medical office and 30 percent professional office blend of uses can be accommodated by the proposed 150- space parking lot. Traffic Study Newport Beach Municipal Code (NBMC) Chapter 15.40 (Traffic Phasing Ordinance) requires that a traffic study be prepared, and findings be made if a proposed project will generate 300 or more average daily trips (ADT). The project is anticipated to generate 1,306 new daily trips on average. Pursuant to NBMC Section 15.40.030.A, the Planning Commission must make the following findings in order to approve the project: 1. That a traffic study for the project has been prepared in compliance with this Chapter (Chapter 15.40) and Appendix A; 2. That, based on the weight of the evidence in the administrative record, including the traffic study, one of the findings for approval in subsection (B) can be made: 1 PC11 states that the parking requirement may be lowered to one space for each 250 square feet of floor area upon review and approval of the modification committee. Since the City no longer maintains a modification committee, the Planning Commission is the appropriate review body for the parking rate modification. The modification of the parking standard at the subject property would make it consistent with the City’s Zoning Code requirements for general office uses. 2 Per Parking Study, the appropriate parking rate for medical office is 3.87 spaces per 1,000 square feet, which results in a demand of 102 spaces for a 70-percent medical office conversion. 7 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 6 15.40.030.B.1 Construction of the project will be completed within 60 months of project approval; or 15.40.030.B.1(a) The project will neither cause nor make an unsatisfactory level of traffic service at any impacted intersection. 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 was prepared by Ganddini Group, Inc. under the supervision of the City Traffic Engineer for the project in compliance with Municipal Code Chapter 15.40 (Traffic Phasing Ordinance) and Appendix A (Attachment No. PC 4). The traffic study included thirteen (13) study intersections that were analyzed for potential impacts based on the City’s Intersection Capacity Utilization (“ICU”) methodology. Utilizing this methodology, the traffic study determined the intersections will continue to operate at satisfactory levels of service as defined by the Traffic Phasing Ordinance. The proposed project will neither cause nor make worse an unsatisfactory level of traffic service. No significant traffic delays are predicted, and no improvements are necessary. Facts to support the acceptance of the traffic study are provided in the draft resolution (Attachment No. PC 1). Condominium Conversion Findings In accordance with Section 19.64.070 (Standards for Condominium Conversions) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: 1. The number of off-street parking spaces that were required at the time of original construction shall be provided on the same property to be converted to condominium purposes, and the design and location of such parking shall be in conformance with the provisions of the off-street parking regulations contained within Title 20 of this Code. 2. Each dwelling unit within a building shall have a separate sewer connection to the City sewer. 3. Each sewer lateral shall be retrofitted/fitted with a cleanout at the property line. 4. Each unit shall maintain a separate water meter and water meter connection. 5. The electrical service connection shall comply with the requirements of Chapter 15.32. 6. The applicant for a condominium conversion shall request a special inspection from the Community Development Department for the purpose of identifying any 8 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 7 building safety violations. The applicant shall correct all identified safety violations prior to approval of a final map for the condominium conversion. 7. Permanent lot stakes and tags shall be installed at all lot corners by a licensed surveyor or civil engineer unless otherwise required by the City Engineer. 8. For residential conversions, the project shall be consistent with the adopted goals and policies of the General Plan, particularly with regard to the balance and dispersion of housing types within the City. 9. The establishment, maintenance or operation of the use or building applied for shall not, under the circumstances of the particular case, be detrimental to the health, safety, peace, comfort and general welfare of persons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or the general welfare of the City. Staff believes facts support each of the required findings and they are provided in resolution recommending project approval (Attachment PC 1). The finding related to the provision of parking is satisfied through the approval of the parking reduction CUP. The applicant requests to waive the requirement that each unit within the building maintain a separate water meter and water meter connection. Section 19.64.080 (Modification or Waiver of Conversion Standards) allows the decision-making body to waive the requirement for separate connections if it finds that the waiver will not be materially detrimental to the tenants of the property or surrounding properties, nor to public health or safety. The Municipal Operations Department has reviewed the request for the waiver and determined that the waiver will not be detrimental to the tenants of the property or surrounding properties. A new sewer lateral cleanout will be installed for the building and individual sewer laterals only applies to residential conversions. A special inspection was completed by the Building Division on April 28, 2021 (Attachment No. PC 5). The inspection identified minor deficiencies associated with existing handrails and guardrails. As conditioned, the applicant shall correct all identified safety violations prior to recordation of the Tentative Parcel Map. Additionally, minor upgrades for restroom accessibility may be required during the building plan-check process, and a gurney-sized elevator will be required for accessibility to the second floors of both buildings. The application of project conditions will ensure the health, safety, peace, comfort, and general welfare of persons residing or working in the neighborhood and the City. Tentative Parcel Map Findings The Planning Commission determined in this case that the Tentative Parcel Map is consistent with the legislative intent of Title 20 of the Newport Beach Municipal Code and is approved based on the following findings per Section 19.12.070 (Required Findings for Action on Tentative Maps) of Title 19: 9 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 8 1. That the proposed map and the design or improvements of the subdivision are consistent with the General Plan and any applicable specific plan, and with applicable provisions of the Subdivision Map Act and this Subdivision Code; 2. That the site is physically suitable for the type and density of development; 3. That the design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage nor substantially and avoidably injure fish or wildlife or their habitat. However, notwithstanding the foregoing, the decision making body may nevertheless approve such a subdivision if an environmental impact report was prepared for the project and a finding was made pursuant to Section 21081 of the California Environmental Quality Act that specific economic, social or other considerations make infeasible the mitigation measures or project alternatives identified in the environmental impact report; 4. That the design of the subdivision or the type of improvements is not likely to cause serious public health problems; 5. That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision. In this connection, the decision making body may approve a map if it finds that alternate easements, for access or for use, will be provided and that these easements will be substantially equivalent to ones previously acquired by the public. This finding shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction and no authority is hereby granted to the City Council to determine that the public at large has acquired easements for access through or use of property within a subdivision; 6. That, subject to the detailed provisions of Section 66474.4 of the Subdivision Map Act, if the land is subject to a contract entered into pursuant to the California Land Conservation Act of 1965 (Williamson Act), the resulting parcels following a subdivision of the land would not be too small to sustain their agricultural use or the subdivision will result in residential development incidental to the commercial agricultural use of the land; 7. That, in the case of a “land project” as defined in Section 11000.5 of the California Business and Professions Code: (1) There is an adopted specific plan for the area to be included within the land project; and (2) the decision making body finds that the proposed land project is consistent with the specific plan for the area; 8. That solar access and passive heating and cooling design requirements have been satisfied in accordance with Sections 66473.1 and 66475.3 of the Subdivision Map Act; 10 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 9 9. That the subdivision is consistent with Section 66412.3 of the Subdivision Map Act and Section 65584 of the California Government Code regarding the City’s share of the regional housing need and that it balances the housing needs of the region against the public service needs of the City’s residents and available fiscal and environmental resources; 10. That the discharge of waste from the proposed subdivision into the existing sewer system will not result in a violation of existing requirements prescribed by the Regional Water Quality Control Board; and 11. For subdivisions lying partly or wholly within the Coastal Zone, that the subdivision conforms with the certified Local Coastal Program and, where applicable, with public access and recreation policies of Chapter Three of the Coastal Act. As demonstrated in the draft resolution (Attachment No. PC 1), staff believes that sufficient facts exist to support each finding for a tentative parcel map. The Map is for nonresidential condominium purposes. The proposed subdivision of an existing commercial office building is consistent with provisions of the Subdivision Map Act and the CO-G General Plan land use designation, which provides for administrative, professional, and medical offices. The site is physically suitable for the proposed medical offices (with the approval of the proposed parking waiver) as it is developed with two existing two-story buildings consisting of office uses. Several other buildings consisting of office uses exist nearby. The site is accessible from North Bristol Street and Spruce Street and is adequately served by existing utilities. The design of the subdivision is not likely to cause serious public health concerns. With the exception of minor upgrades to address building safety, accessibility and the retrofitting/fitting of sewer cleanouts, no other improvements to the building or public utilities are proposed. Any future improvements proposed will comply with all Building, Public Works, and Fire Codes, which are in place to prevent serious public health problems. Conditional Use Permit Findings Pursuant to Section 20.52.020.F (Findings and Decision) of the Newport Beach Municipal Code, the Planning Commission must make the following findings in order to approve a conditional use permit for the parking reduction: 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 this Zoning Code and the Municipal Code; 11 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 10 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, nor endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. As demonstrated in the draft resolution (Attachment No. PC 1), staff believes that sufficient facts exist in support of each finding for the partial conversion to medical office and reduction in parking. The proposed medical office condominiums will be consistent with the C-OG General Plan land use designation and PC-11. The proposed reduction in parking for the site is supported by the provided parking study (Attachment No. PC 2), which concludes that the parking demand from the blended office uses are accommodated by the proposed parking supply available on-site. As conditioned and discussed in the parking study, high trip generating medical uses such as urgent care facilities are not to be permitted as part of the converted medical office plaza. The site is suitable for the type and intensity of development proposed because the infrastructure serving the site and surrounding area has been designed and developed to accommodate various office uses, including medical offices. The project is anticipated to generate approximately 1,302 average daily trips and a Traffic Impact Analysis study has been completed (Attachment No. PC 4). The study found that there are no significant traffic-related impacts. Therefore, all aspects of the proposed project should not prove detrimental to the community with the application of the conditions of approval. Alternatives The challenging issue is the availability of parking. At the prior meeting, there seemed to be a consensus not to consider lifts. With the 150-space parking lot provided, the parking demand study supports the medical conversion of 70 percent of the building. If the Commission remains concerned with this percentage, the Commission can consider a lower percentage. If there is no level of parking reduction the Commission can support, denial of the requested parking waiver would be warranted. Environmental Review This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 1 exempts the subdivision of existing commercial or industrial 12 BSP Bristol, LLC Medical Offices (PA2020-052) Planning Commission, October 7, 2021 Page 11 buildings where no physical changes occur which are not otherwise exempt from CEQA. No physical changes are proposed for the project beyond a parking lot reconfiguration, installation of screened parking lifts, and minor interior alterations to the existing building that is otherwise exempt from CEQA. The parking and traffic studies show there will be adequate parking and there will be no impacts to area intersections. 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: __________________________ David S. Lee Associate Planner ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 Parking Study PC 3 Parking Management Plan PC 4 Traffic Impact Analysis PC 5 Building Inspection Report PC 6 Tentative Parcel Map PC 7 Project Renderings (Under Separate Permit) PC 8 Project Plans 13 INTENTIONALLY BLANK PAGE14 Attachment No. PC 1 Draft Resolution with Findings and Conditions 15 INTENTIONALLY BLANK PAGE16 RESOLUTION NO. PC2021-027 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH, CALIFORNIA APPROVING CONDOMINIUM CONVERSION NO. CC2020-002, TENTATIVE PARCEL MAP NO. NP2020-003, CONDITIONAL USE PERMIT NO. UP2020-185 AND TRAFFIC STUDY NO. TS2021-001, FOR THE CONVERSION OF 70 PERCENT OF AN EXISTING PROFESSIONAL OFFICE COMPLEX TO MEDICAL OFFICE CONDOMINIUMS AND A WAIVER FOR THE PROPERTY LOCATED AT 1400 AND 1420 NORTH BRISTOL STREET (PA2020-052) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by BSP Bristol, LLC, (“Applicant”) with respect to property located at 1400 and 1420 North Bristol Street, and legally described as Parcel 2 of Book 54, Page 11 of Resubdivision No. 385 (“Property”). 2. The Applicant proposes to convert 70 percent of an existing professional office complex into medical office use. The remaining 30 percent of floor area will remain as professional office use. The Applicant also proposes a condominium conversion in conjunction with a tentative parcel map to convert both existing two-story office buildings to condominiums, creating between 22 to 30 ownership units (“Project”). The Project requires the following approvals: • Condominium Conversion No. CC2020-002 authorizing the conversion of 70 percent of existing professional office units into medical office condominiums (“Condominium Conversion”); • Tentative Parcel Map No. NP2020-003 authorizing the subdivision of five or more condominiums as defined in Section 783 of the California Civil Code (“Tentative Parcel Map”); • Conditional Use Permit No. UP2020-185 authorizing the reduction of required off- street parking (“Conditional Use Permit”); • Traffic Study No. TS2021-001 ensuring compliance with the Traffic Phasing Ordinance of Newport Beach Municipal Code Chapter 15.40 (“Traffic Study”); • Included is a request to waive the Title 19 (Subdivisions) requirement that each unit within the building maintain separate water meter and water meter connection. 17 Planning Commission Resolution No. PC2021-027 Page 2 of 19 3. The Property is designated CO-G (General Commercial Office) by the City of Newport Beach General Plan (“General Plan”) Land Use Element and located within the PC11 (Newport Place Planned Community Zoning District). 4. The Property is not located within the coastal zone. 5. A public hearing was held by the Planning Commission on June 3, 2021, in the Council Chambers at 100 Civic Center Drive, Newport Beach, California. A notice of time, place and purpose of the hearing was given in accordance with California Government Code Section 54950 et seq. (“Ralph M. Brown Act”), Chapter 20.62 (Public Hearings) of the Newport Beach Municipal Code (“NBMC”). Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this hearing. The Planning Commission voted to continue the Project to a future hearing. 6. A public hearing was held by the Planning Commission on September 9, 2021, in the Council Chambers located at 100 Civic Center Drive, Newport Beach, California. A notice of time, place and purpose of the public hearing was given in accordance with the Ralph M. Brown Act, Chapter 19.12 (Tentative Map Review) and Chapter 20.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing. The Planning Commission voted to continue the Project to a future hearing. 7. A public hearing was held by the Planning Commission on October 7, 2021, in the Council Chambers located at 100 Civic Center Drive, Newport Beach, California. A notice of time, place and purpose of the public hearing was given in accordance with the Ralph M. Brown Act, Chapter 19.12 (Tentative Map Review) and Chapter 20.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This Project is categorically exempt from the California Environmental Quality Act (“CEQA”) pursuant to Section 15301 under Class 1 (Existing Facilities) of the California Code of Regulations, Title 14, Division 6, Chapter 3 (“CEQA Guidelines”), because it has no potential to have a significant effect on the environment. 2. Class 1 exempts 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 use. This includes but is not limited to the subdivision of existing commercial buildings where no physical changes occur which are otherwise not exempt. 3. The Project will convert a portion of an existing office building to nonresidential medical condominiums. No physical changes are proposed for the project beyond a parking lot reconfiguration, installation of screened parking lifts, and minor interior alterations to the existing building that is otherwise exempt from CEQA. The parking and traffic studies show there will be adequate parking and there will be no impacts to area intersections. 18 Planning Commission Resolution No. PC2021-027 Page 3 of 19 4. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The Project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. Condominium Conversion In accordance with Section 19.64.070 (Standards for Condominium Conversions) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: A. The number of off-street parking spaces that were required at the time of original construction shall be provided on the same property to be converted to condominium purposes, and the design and location of such parking shall be in conformance with the provisions of Chapter 20.40 (Off-Street Parking). Facts in Support of Finding: 1. The Property consists of two commercial office buildings which total 37,515 square feet, as well as an existing 154 space on-site parking lot. At the time of the original construction in 1978, the office plaza was required to provide 167 parking spaces (37,515 sq. ft. / 225 = 167). Subsequent to the construction of the office buildings, the parking lot has been reduced to 154 spaces. 2. The original number of required parking spaces cannot be provided because the originally approved parking lot design contained drive aisles and parking stall widths that are non-compliant and considered inappropriate for efficient vehicular circulation by current standards. As a result, the Applicant is proposing to bring the parking lot into compliance by increasing drive aisle and parking stall widths, which results in the loss of 4 surface parking spaces. This results in a parking supply of 150 spaces. 3. Facts in Support of Finding V below are hereby incorporated by reference. Finding: B. Each dwelling unit within a building shall have a separate sewer connection to the City sewer. Finding is not applicable as it relates to residential dwelling units. 19 Planning Commission Resolution No. PC2021-027 Page 4 of 19 Finding: C. Each sewer lateral shall be retrofitted/fitted with a cleanout at the property line. Facts in Support of Finding: As conditioned, the existing sewer laterals for the buildings shall be retrofitted/fitted with a cleanout to comply with this requirement prior to recordation of the Tentative Parcel Map. Finding: D. Each unit shall maintain a separate water meter and water meter connection. Facts in Support of Finding: 1. Applicant has requested to waive the requirement that each unit within the building maintain a separate water meter and water meter connection. Section 19.64.080 (Modification or Waiver of Conversion Standards) of the NBMC allows the decision- making body to waive the requirement for separate connections if it finds that the waiver will not be materially detrimental to the tenants of the property or surrounding properties, nor to public health or safety. 2. The Applicant estimates the Condominium Conversion will result in approximately 22 to 30 separate ownership units. 3. A waiver eliminates the need to excavate the right-of-way to provide each unit with new utility connections. It also eliminates the need to reconfigure the existing plumbing and utility connections, which would involve significant alterations to the Propety. 4. The City’s Municipal Operations Department has reviewed the request to waive separate water meters, and water meter connections for each condominium unit and will allow the waiver provided the Applicant ensures common water connection use will not be detrimental to the tenants of the Property or surrounding properties. Each building has a dedicated utility line which is maintained by the building association. The Applicant proposes to charge utility costs through owner’s association dues. Any future development, modification or major construction of the Property may result in recission of the waiver and require plans to be submitted to the City regarding water service. 5. As conditioned, the Applicant shall form an owner’s association responsible for the payment of water fees to ensure common water connection use will not be detrimental to the residents or tenants of the Property or surrounding properties. 6. Waiving the requirement for separate water connections will not be materially detrimental to the tenants, nor to public health or safety because the building has demonstrated that existing connections can adequately accommodate those utilizing the Property. 20 Planning Commission Resolution No. PC2021-027 Page 5 of 19 Finding: E. The electrical service connection shall comply with the requirements of Chapter 15.32 of the NBMC. Facts in Support of Finding: The electrical service connection for the existing office building complies with Chapter 15.32 (Underground Utilities) of the NBMC because all electrical service to the Property is installed underground. Finding: F. The applicant for a condominium conversion shall request a special inspection from the Building Division for the purpose of identifying any building safety violations. The applicant shall correct all identified safety violations prior to approval of a final map for the condominium conversion. Facts in Support of Finding: 1. The Building Division completed a special visual inspection on April 28, 2021. 2. The inspection identified minor building and safety code issues associated with existing handrails and guardrails. Additionally, minor upgrades for restroom accessibility may be required during the building plan-check process. 3. As conditioned, the Applicant shall correct all identified safety deficiencies prior to recordation of the final map. Finding: G. Permanent lot stakes and tags shall be installed at all lot corners by a licensed surveyor or civil engineer unless otherwise required by the City Engineer. Facts in Support of Finding: As conditioned, the Project will comply with this requirement prior to recordation of the final map. Finding: H. For residential conversions, the project shall be consistent with the adopted goals and policies of the General Plan, particularly with regards to the balance and dispersion of housing types within the City. 21 Planning Commission Resolution No. PC2021-027 Page 6 of 19 Facts in Support of Finding: The Project is not a residential conversion; therefore, this finding is inapplicable. Finding: I. The establishment, maintenance or operation of the use or building applied for shall not, under circumstances of the particular case, be detrimental to the health, safety, peace, comfort and general welfare of person residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or the general welfare of the City. Facts in Support of Finding: 1. The application of project conditions will ensure the health, safety, peace, comfort, and general welfare of persons residing or working in the neighborhood and the City. 2. The proposed conversion of existing office buildings to medical office condominiums occurs on a property within PC11, which allows for medical office uses. 3. Correction of Building and Safety code issues identified during the special inspection will be corrected ensuring the building does not create a detriment to persons working at or around the Property. 4. Accessibility upgrades in compliance with the Americans with Disabilities Act will be required to ensure the use of the building and Property are not detrimental to persons working or residing in the neighborhood. Tentative Parcel Map In accordance with Section 19.12.070 (Required Findings for Action on Tentative Maps) of Title 19 (Subdivisions) of the NBMC, the following findings and facts in support of such findings are set forth. Finding: J. That the proposed map and the design or improvements of the subdivision are consistent with the General Plan and any applicable specific plan, and with applicable provisions of the Subdivision Map Act and this Subdivision Code. Facts in Support of Finding: 1. The Tentative Parcel Map is for nonresidential condominium purposes. The proposed subdivision of a portion of an existing commercial office building is consistent with provisions of the Subdivision Map Act and the CO-G (General Commercial Office) General Plan Land Use Element designation, which provides for administrative, professional, and medical offices. 22 Planning Commission Resolution No. PC2021-027 Page 7 of 19 2. The Property is not part of a specific plan area, therefore no findings of consistency with a specific plan is necessary. Finding: K. That the site is physically suitable for the type and density of development. Facts in Support of Finding: 1. The Property is developed with two two-story buildings consisting of office uses. Several other buildings consisting of office uses exist nearby. 2. The lot is physically suitable for the proposed medical office density and development with the approval of the Conditional Use Permit to allow for a reduction in parking based upon the parking management plan. The Property is relatively flat and has demonstrated since original construction that it is able to adequately accommodate commercial office uses. 3. The Property is accessible from North Bristol Street and Spruce Street and is adequately served by existing utilities. Finding: L. That the design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage nor substantially and avoidably injure fish or wildlife or their habitat. However, notwithstanding the foregoing, the decision making body may nevertheless approve such a subdivision if an environmental impact report was prepared for the project and a finding was made pursuant to Section 21081 of the California Environmental Quality Act that specific economic, social, or other considerations make infeasible the mitigation measures or project alternatives identified in the environmental impact report. Facts in Support of Finding: 1. The Property was previously developed and is located in an urbanized area that does not contain any sensitive vegetation or habitat. 2. The Project is categorically exempt under Section 15301 (Article 19 of Chapter 3), of the CEQA Guidelines – Class 1 (Existing Facilities). Finding: M. That the design of the subdivision or the type of improvements is not likely to cause serious public health problems. 23 Planning Commission Resolution No. PC2021-027 Page 8 of 19 Facts in Support of Finding: 1. The Tentative Parcel Map is for nonresidential condominium purposes. With the exception of minor upgrades to address building safety and accessibility and the retrofitting/fitting of sewer cleanouts, no other improvements to the building or public utilities are proposed. The correction of identified safety violations associated with the special building inspection will not create any serious public health concerns. 2. Any future improvements proposed will comply with all Building, Public Works, and Fire Codes, which are in place to prevent serious public health problems. Any public improvements required of the developer per Section 19.28.010 (General Improvement Requirements) of the NBMC and Section 66411 (Local agencies to regulate and control design of subdivisions) of the Subdivision Map Act shall comply with all ordinances of the City and all Conditions of Approval. Finding: N. That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision. In this connection, the decision-making body may approve a map if it finds that alternate easements, for access or for use, will be provided and that these easements will be substantially equivalent to ones previously acquired by the public. This finding shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction and no authority is hereby granted to the City Council to determine that the public at large has acquired easements for access through or use of property within a subdivision. Facts in Support of Finding: The Tentative Parcel Map for the subdivision of the existing office building will not conflict with a four-foot City sidewalk and utilities easement located at the southerly side of the Property or any other public easements that exist nearby. Finding: O. That, subject to the detailed provisions of Section 66474.4 of the Subdivision Map Act, if the land is subject to a contract entered into pursuant to the California Land Conservation Act of 1965 (Williamson Act), the resulting parcels following a subdivision of the land would not be too small to sustain their agricultural use or the subdivision will result in residential development incidental to the commercial agricultural use of the land. Facts in Support of Finding: 1. The Property is not subject to the Williamson Act because the Property is not designated as an agricultural preserve. 24 Planning Commission Resolution No. PC2021-027 Page 9 of 19 2. The site, developed for office use, lies in a zone that permits office uses. Finding: P. That, in the case of a “land project” as defined in Section 11000.5 of the California Business and Professions Code: (1) There is an adopted specific plan for the area to be included within the land project; and (2) the decision making body finds that the proposed land project is consistent with the specific plan for the area. Facts in Support of Finding: 1. The Property is not a “land project” as defined in Section 11000.5 of the California Business and Professions Code. 2. The Property is not part of a specific plan area, therefore no findings of consistency with a specific plan is necessary. Finding: Q. That solar access and passive heating and cooling design requirements have been satisfied in accordance with Sections 66473.1 and 66475.3 of the Subdivision Map Act. Facts in Support of Finding: Any future improvements are subject to Title 24 of the California Code of Regulations, Parts 8 and 10 (“California Building Code”) that requires new construction to meet minimum heating and cooling efficiency standards depending on location and climate. The Newport Beach Building Division enforces Title 24 compliance through the plan check and inspection process. Finding: R. That the subdivision is consistent with Section 66412.3 of the Subdivision Map Act and Section 65584 of the California Government Code regarding the City’s share of the regional housing need and that it balances the housing needs of the region against the public service needs of the City’s residents and available fiscal and environmental resources. Facts in Support of Finding: The Property lies within an office site within the Newport Place Planned Community that currently prohibits residential uses. The City’s existing Housing Element does not identify the Property as a housing opportunity site, therefore, the approval of the proposed tentative parcel map for non-residential condominium purposes will not hinder the City’s ability to provide adequate sites to meet its share of the regional housing need. 25 Planning Commission Resolution No. PC2021-027 Page 10 of 19 Finding: S. That the discharge of waste from the proposed subdivision into the existing sewer system will not result in a violation of existing requirements prescribed by the Regional Water Quality Control Board. Facts in Support of Finding: As conditioned, wastewater discharge into the existing sewer system shall comply with the Regional Water Quality Control Board (“RWQCB”) requirements. Finding: T. For subdivisions lying partly or wholly within the Coastal Zone, that the subdivision conforms with the certified Local Coastal Program and, where applicable, with public access and recreation policies of Chapter Three of the Coastal Act. Facts in Support of Finding: The Project is not located within the Coastal Zone. Conditional Use Permit In accordance with Section 20.52.020(F) (Findings and Decision) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: U. The use is consistent with the General Plan and any applicable specific plan. Facts in Support of Finding: 1. The Land Use Element of the General Plan designates the subject property as General Commercial Office (CO-G), which is intended to provide administrative, professional, and medical offices with limited accessory retail and service uses. The Project is consistent with this designation as it is for the conversion of professional offices into medical office condominiums. 2. Land Use Element Policy 2.4 (Economic Development) encourages the accommodation of uses that maintain or enhance the City’s fiscal health, accounting for market demands while maintaining and improving the quality of life for residents. Due to the ongoing COVID-19 pandemic, the market demands for commercial office space has been altered for the foreseeable future. The conversion of a portion of the units to a medical office plaza provides a sustainable use which would serve residents medical needs and enhance the overall fiscal health of the Property. 26 Planning Commission Resolution No. PC2021-027 Page 11 of 19 3. General Plan Circulation Element Goal CE 7.1’s stated policy goal is to provide “An adequate supply of convenient parking throughout the City.” Policy CE 7.1.1 stated policy goal is to “Require that new development provide adequate, convenient parking for residents, guests, business patrons, and visitors.” The existing parking lot does not comply with current regulations for drive aisle and parking stall widths. The Applicant proposes to make improvements for the parking lot to comply with current regulations and provide convenient and safe circulation for visitors. As discussed in Finding A and V below, the proposed parking reduction is consistent with Policy CE7.1.1 because adequate parking will be provided based upon the proposed uses. 4. The Property is not part of a Specific Plan area and is not located within the Coastal Zone. Finding: V. 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 located within Industrial Site 3A of PC-11 (Newport Place Planned Community), which is intended to provide for areas appropriate various industrial uses such as manufacturing, research assembly, and testing and repair of components and devices. Administrative, professional, and business offices are also permitted uses. On June 14, 2013, a determination was made by City Staff that permitted uses for properties located within Industrial Site 3A of PC11 shall also include all Group 1 uses (Professional and Business Offices) listed under PART II Commercial of PC11. Under this determination, medical offices are a permitted use for the Property. 2. With the proposed conversion of a portion of the commercial offices to medical office condominiums, the Applicant seeks improved parking lot circulation by bringing drive aisle and parking stall widths into compliance with current design regulations. With the proposed modifications, a total of 150 spaces in the parking lot are proposed. 3. Required parking for office uses within PC11 is one space for each 225 square feet of floor area. PC11 states that the parking requirement may be lowered to one space for each 250 square feet of floor area upon review and approval of the modification committee. Since the City no longer maintains a modification committee, the Planning Commission is the appropriate review body for the parking rate modification. PC11 was adopted by the City on December 21, 1970 and contains an office parking rate that is inconsistent with the current Zoning Code, which requires one space per 250 square feet for General Office/Business uses. The modification of the parking standard at the Property matches the Zoning Code requirements for the majority of the City. 4. The Applicant seeks a reduction of required parking. PC11 requires 132 parking spaces for 70 percent medical office (26,260 sq. ft. / 200 = 188), and 45 spaces are required by the modified parking rate for 30 percent professional office (11,255 sq. ft. / 250 = 45), 27 Planning Commission Resolution No. PC2021-027 Page 12 of 19 totaling 177 spaces. There are 150 spaces provided, resulting in a code-required deficit of 27 spaces (177 - 150 = 27). A parking study from August 12, 2021 has been provided by RK Engineering, Inc. (the “Parking Study”). The Parking Study determines the overall parking demand of the proposed medical office condominiums by providing weekday parking surveys taken from five comparable medical office buildings within Orange County, prior to the COVID-19 pandemic. The analysis of the data determined that the peak projected parking demand for 70 percent medical office is 102 spaces, resulting in an overall blended peak demand when factoring in the remaining 30 percent of professional office area of a total of 147 spaces (Table 1). This results in a 98 percent parking lot utilization during peak hours. The parking study concludes that the modified parking lot, with a reduction in the number of spaces, is sufficient to accommodate peak parking demand for the proposed medical office conversion. 5. As conditioned, high-trip generating medical office uses, such as urgent care facilities, are not permitted within the proposed medical office plaza. Finding: W. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. Facts in Support of Finding: 1. The Property consists of two, two-story medical office buildings totaling 37,515 square feet. The Property abuts North Bristol Street to the south and is surrounded by other office uses to the east, north, and west. Additionally, a vehicle storage facility is located to the east, on the corner of Spruce Street and Quail Street. The conversion of the existing professional office to medical office condominiums is compatible with the land uses permitted within the surrounding development. 2. The Applicant has submitted plans for a separate permit for the exterior remodel of the existing office buildings. The Applicant is proposing to modernize the existing building façade, courtyard, signage, landscaping, and other miscellaneous exterior improvements. Finding: X. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities. Facts in Support of Finding: 1. The Property is 2.38 acres in area (105,503 square feet), generally rectangular in shape, and located in a commercial area abutting North Bristol Street. The Project is to convert a portion of an existing commercial office into medical office condominiums. No additional floor area is proposed as a part of this Project. 28 Planning Commission Resolution No. PC2021-027 Page 13 of 19 2. The Project currently consists of two vehicular driveway entrances into the office plaza, one on Spruce Street and one (1) on North Bristol Street. As a part of the parking lot modification, the Applicant is seeking to increase drive aisle and parking stall width to comply with current regulations. The new parking lot layout has been reviewed and approved by the Public Works Department. 3. Facts in support of Findings A(3) are hereby incorporated by reference. 4. The Public Works Department, Building Division, and Fire Department have reviewed the application. The Project is required to obtain all applicable permits from City Departments and must comply with the most recent, City-adopted version of the California Building Code. Finding: Y. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, nor endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Facts in Support of Finding: 1. The conversion of a portion of the existing commercial offices to medical office condominiums would be compatible with other commercial uses in the vicinity and is not detrimental to the abutting office uses. 2. The Project is consistent with the planned land use for the site. The Property is suitable for the type and intensity of development proposed because the infrastructure serving the Property and surrounding area has been designed and developed to accommodate additional commercial development use of the Property. Therefore, the conversion to medical office condominiums is not detrimental. 3. Based on the Project description, the Project is anticipated to generate approximately 1,306 average daily trips; therefore, a traffic impact analysis study has been completed. No significant impacts related to traffic have been identified. 4. Compliance with the conditions of approval are required and will further ensure that the proposed use will not be detrimental. 5. Facts in support of Finding B(4) are hereby incorporated by reference. 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: 29 Planning Commission Resolution No. PC2021-027 Page 14 of 19 Finding: Z. That a traffic study for the project has been prepared in compliance with this NBMC Chapter 15.40 and Appendix A. Facts in Support of Finding: 1. The Traffic Study, titled “1400 Bristol Street Medical Offices” dated April 6, 2021, was prepared by Ganddini Group, Inc. under the supervision of the City Traffic Engineer for the Project in compliance with Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC and Appendix A. 2. Based on the proposed project description, the proposed project is anticipated to generate approximately 1,306 average daily trips; therefore, a Traffic Phasing Ordinance study has been completed. No significant impacts related to traffic have been identified, as no study intersection is forecasted to operate deficiently, and on-site circulation is adequate as proposed. Finding: AA. 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: Construction of the project will be completed within 60 months of project approval; NBMC Section 15.40.030(B)(1) or The project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted intersection. NBMC Section 15.40.030(B)(1)(a). Facts in Support of Finding: 1. The Project is anticipated to be completed in 2021. If the Project is not completed within 60 months of this approval, preparation of a new traffic study will be required. 2. The Traffic Study included thirteen (13) study intersections that were analyzed for potential impacts based on the City’s Intersection Capacity Utilization (“ICU”) methodology. Utilizing this methodology, the Traffic Impact Analysis determined that the thirteen (13) primary intersections identified will continue to operate at satisfactory levels of service as defined by the Traffic Phasing Ordinance. Finding: BB. 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. 30 Planning Commission Resolution No. PC2021-027 Page 15 of 19 Facts in Support of Finding: 1. No improvements or mitigation are necessary because implementation of the Project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City 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 15301 under Class 1 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 Condominium Conversion No. CC2020-02, Tentative Parcel Map No. NP2020-003, Conditional Use Permit UP2020-185 and Traffic Study No. TS2021-001 and the waiver provided herein, subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated by reference. 3. This Project shall become final and effective 10 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 19 (Subdivisions), of the Newport Beach Municipal Code. PASSED, APPROVED, AND ADOPTED THIS 7TH DAY OF OCTOBER, 2021. AYES: NOES: ABSTAIN: ABSENT: BY:_________________________ Lee Lowrey, Chairman BY:_________________________ Curtis Ellmore, Secretary 31 Planning Commission Resolution No. PC2021-027 Page 16 of 19 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) Planning Division 1. The Project shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. The Project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 3. Applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Use Permit. 4. Use Permit No. UP2020-185, Condominium Conversion No. CC2020-002, and Tentative Parcel Map No. NP2020-003 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.54.060 of the Newport Beach Municipal Code (“NBMC”), unless an extension is otherwise granted. 5. Prior to recordation of the Parcel Map, an inspection of the Property shall be conducted verifying that all safety violations identified on April 28, 2021, and applicable Building Division conditions of approval are addressed. 6. The Condominium Conversion and Tentative Parcel Map shall expire if the Map has not been recorded within 24 months of the date of approval, unless an extension is granted by the Community Development Director in accordance with the provisions of Section 19.16 (Tentative Map Expiration and Extension) of the NBMC. 7. This Use Permit, Condominium Conversion, and Tentative Parcel Map 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 is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the Property is operated or maintained so as to constitute a public nuisance. 8. Any change in operational characteristics, expansion in area, or other modification to the approved plans, shall require an amendment to this Use Permit or the processing of a new use permit. 9. A copy of the resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 32 Planning Commission Resolution No. PC2021-027 Page 17 of 19 10. High trip-generating medical uses, such as urgent care facilities, are not permitted within the medical office plaza. 11. Prior to the recordation of the parcel map, the applicant shall submit a landscape and irrigation plan prepared by a licensed landscape architect. These plans shall incorporate drought tolerant plantings and water efficient irrigation practices, and the plans shall be approved by the Planning Division. The landscape plan shall include plantings that are maintained to further screen the parking lot and to deter people from parking in abutting off-site parking lots. 12. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 13. Prior to the recordation of the parcel map, the applicant shall plant a hedge abutting adjacent properties that acts as a visual screen and precludes pedestrian access between properties, to the satisfaction of the Community Development Director. 14. Prior to the issuance of a building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 15. Prior to issuance of a building permit for each condominium, the Applicant shall pay a fair share fee for the conversion of professional office to medical office. 16. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 and other applicable noise control requirements of the NBMC. The maximum noise shall be limited to no more than depicted below for the specified time periods unless the ambient noise level is higher: Between the hours of 7:00AM and 10:00PM Between the hours of 10:00PM and 7:00AM Location Interior Exterior Interior Exterior Residential Property 45dBA 55dBA 40dBA 50dBA Residential Property located within 100 feet of a commercial property 45dBA 60dBA 45dBA 50dBA Mixed Use Property 45dBA 60dBA 45dBA 50dBA Commercial Property N/A 65dBA N/A 60dBA 17. 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 the leasing agent. 18. Construction activities shall comply with Section 10.28.040 of the NBMC, which restricts hours of noise-generating construction activities that produce noise to between the 33 Planning Commission Resolution No. PC2021-027 Page 18 of 19 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 Saturdays, Sundays or Holidays. 19. To the fullest extent permitted by law, Applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of BSP Bristol, LLC Medical Offices including, but not limited to, UP2020-185, CC2020-002, and NP2020-003 (PA2020-052). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The Applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Building Division 20. The Applicant is required to obtain all applicable permits from the City’s Building Division and Fire Department. The construction plans must comply with the most recent, City- adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. Approval from the Orange County Health Department is required prior to the issuance of a building permit. 21. New parking layout shall provide required accessible parking stalls and paths of travel. 22. A gurney-sized elevator shall be required for accessibility to medical offices on the second floors of both buildings. Public Works Department 23. A parcel Map shall be recorded. The Map shall be prepared on the California coordinate system (NAD83). Prior to recordation of the Map, the surveyor/engineer preparing the Map shall submit to the County Surveyor and the City of Newport Beach a digital-graphic file of said map in a manner described in Section 7-9-330 and 7-9-337 of the Orange County Subdivision Code and Orange County Subdivision Manual, Subarticle 18. The Map to be submitted to the City of Newport Beach shall comply with the City’s CADD Standards. Scanned images will not be accepted. 24. Prior to recordation of the parcel map, the surveyor/engineer preparing the map shall tie the boundary of the map into the Horizontal Control System established by the County Surveyor in a manner described in Section s 7-9-330 and 7-9-337 of the Orange County Subdivision Code and Orange County Subdivision Manual, Subarticle 18. Monuments 34 Planning Commission Resolution No. PC2021-027 Page 19 of 19 (one-inch iron pipe with tag) shall be set On Each Lot Corner unless otherwise approved by the Subdivision Engineer. Monuments shall be protected in place if installed prior to completion of Project. 25. All improvements shall be constructed as required by Ordinance and the Public Works Department. 26. An encroachment permit is required for all work activities within the public right-of-way. 27. Reconstruct all damaged/broken sidewalk, curb and gutters per City Standards along the Spruce Street and Bristol Street North project frontages. 28. Install new accessible compliant driveway approaches per City Standard along the Spruce Street and Bristol Street North Project frontages. 29. Reconstruct all damaged/broken curb drains per City Standard STD-184-L along the Spruce Street and Bristol Street North Project frontages. 30. Install a new sewer cleanout per City Standard STD-406-L on the existing sewer lateral that serves the Property. 31. The existing fire single check detector shall be upgraded per City Standard STD-517-L and located above ground. 35 INTENTIONALLY BLANK PAGE36 Attachment No. PC 2 Parking Study 37 INTENTIONALLY BLANK PAGE38 39 August 12, 2021 Mr. Matthew Haugen BSP Bristol, LLC 3501 Jamboree Road, Suite 4200 Newport Beach, CA 92660 Subject: 1400 & 1420 North Bristol Medical-Dental Office Conversion Parking Review, City of Newport Beach Dear Mr. Haugen: Introduction RK ENGINEERING GROUP, INC. (RK) is pleased to submit this parking analysis to provide a medical-dental office building parking review for the 1400 & 1420 North Bristol buildings located in the City of Newport Beach. The existing two-building and two-story general office buildings consists of approximately 37,515 square feet. The project will provide a total of 167 dedicated parking spaces within a surface lot. The parking lot will be updated to conform with the current City of Newport Beach parking space dimensions and drive aisle widths. The parking supply for the project will consist of 143 parking spaces, 6 ADA spaces, 1 accessible pick-up/drop-off space, and an additional 17 lift parking spaces. As a result, a total of 167 parking spaces are provided onsite. The project conforms with the current ADA parking requirements. The buildings have a parking supply ratio of 4.45 parking spaces per 1,000 square feet. Exhibit A-1 and A-2 provides an aerial satellite image and site plan for the project, respectively. Representatives of the buildings are proposing to convert 100% of the building from general office use to medical-dental office use. The medical office use will not include urgent care tenants. Based on a review of the City of Newport Beach Parking Requirements for medical office use (1 space per 200 square feet or 5.0 spaces per 1,000 square feet), the project would require a total of 188 parking spaces. The proposed conversion is deficient by 21 parking spaces or -11% per code. 40 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 2 Tables 1-A and 1-B include parking calculations for Existing and Proposed Conditions. The objective of the parking analysis is to determine the adequacy of parking for the proposed conversion from general office use to medical-dental office use at the 1400 & 1420 North Bristol buildings. This will be accomplished by obtaining observed parking demand counts at local and comparable medical-dental office buildings and reviewing published parking demand data for medical-dental office use. City of Newport Beach Parking Requirements Tables (1-A & 1-B) Based on the parking code requirements, the City of Newport Beach applies a parking rate of one (1) space per 200 square feet (5.0 parking spaces per 1,000 square feet) for medical office use. As a result, the proposed 100% medical office conversion would require a total of 188 parking spaces. Since the project provides a total of 167 parking spaces, there is a parking code deficiency of 21 parking spaces or 11% deficient per code. Representatives of the project are seeking a parking waiver for a 100% conversion of the project. Due to the parking code deficiency onsite, a parking review of local and comparable medical office buildings has been completed to determine if an adequate number of parking spaces are provided to serve the proposed 37,515 square feet of medical office building use. The project may convert a portion of the building area to an “Outpatient Surgery Facility”. This use requires 1 space for every 250 square feet (or 4.0 per 1,000 square feet). This use has a lower parking rate compared to the medical-dental rate of 1 space for every 200 square feet (5.0 per 1,000 square feet) and as a result would not require additional parking. As a conservative measure, this analysis does not consider this scenario. The City of Newport Beach Planned Development Standards, Newport Place (PC Text) is provided in Appendix A. 41 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 3 Parking Lift Systems “PARKPLUS” (Exhibits A-2 & A-3) To increase the number of parking spaces onsite, the project will include a total of 17 (seventeen) parking lifts manufactured by PARKPLUS. These parking lifts provide double stacking of vehicles, so no additional space is needed to accommodate them within the parking lot. Since the parking spaces are stacked, a total of 40 employees will be assigned to the 34 parking lift spaces (in addition, six (6) spaces are dedicated for valet pick-up and drop-off). As a result, the number of onsite parking spaces will be increased from 150 spaces to 167 spaces. It is estimated that a total of 51 employees/staff will be parked onsite during peak parking demand times. The remaining parking spaces are available to be occupied by visitors/patients. The employee to visitor/patient ratio is derived from the Urban Land Institute Shared Parking Manual, Third Edition, which was published in March of 2020. The data indicates medical office buildings have 65% of the parking rate derived from visitors/patients and the remaining 35% consist of employees/staff. The ratio is applied to the projected peak parking demand of 145 parking spaces. (See Table 8 and the Observed Parking Demand Findings section of this report for parking rate details.) Below is a Table that calculates the employee and visitor/patient parking ratio. Medical Office Employee & Visitor Parking Ratios Projected Peak Parking Demand (Spaces) ULI Employee Percentage of Parking Demand ULI Visitor/Patient Percentage of Parking Demand 145 35% 51 Spaces 65% 94 Spaces Based on the ULI published parking ratios, the seventeen (17) elevated parking spaces can be exclusively utilized by employees and tenants. Self-parking will be available for all patients, guests, and visitors. Non-designated tenant vehicles will also have access to self-parking. The parking lifts will be designated to tenants only. Below are a set of guidelines that describe how the lift system will operate. 1. Employees/tenants will be required to utilize the parking lift system until all spaces have been allocated. Based upon the projected peak parking demand of 145 spaces at 100% medical office occupancy and utilizing the employee to visitor/patient ratio of 35% / 65% derived from the Urban Land Institute Shared Parking Manual, Third Edition, we expect the 40 designated spaces including the 6 pick-up/drop-off spaces 42 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 4 to be fully utilized at 80% medical occupancy and that approximately 36 spaces will be utilized by the 70% check in. 2. As an enforcement measure, the employee/tenant vehicles assigned to the parking lift spaces will have their license plates registered with the valet personnel. During the day, the valet attendant will conduct a sweep of the parking lot to check that all assigned vehicles are utilizing the lift systems. If assigned vehicles are not utilizing the lift systems, they will be informed to relocate them to the lifts. 3. The seventeen (17) elevated parking spaces (34 total upper and lower) will be located onsite away from the building and will only be utilized for cars of designated tenants. 4. One (1) attendant (valet service) will operate the lifts and be available during typical business hours (Monday – Friday, 7:00 AM to 6:00 PM) to park designated tenant vehicles on the lifts. Since not all employees/tenants arrive at the site at the same time, one (1) attendant will be sufficient to operate the lifts. However, representatives of the project will review the number of parking attendants needed based on performance during peak parking demand times. 5. Permanent signage will be installed at drop-off location which outlines the service provided and adequate signage will be available onsite to direct employees to the valet pick-up and drop-off area. 6. Representatives of the building will assign these elevated parking spaces to tenants and the guidelines of the lift systems will be distributed to all tenants of the buildings. 7. The valet attendant will verify length of stay and utilize the upper platform for employees and tenants based on vehicle size and length of stay. The valet attendant will park employee/tenant vehicles in the parking lift spaces first, before utilizing the six (6) pick-up/drop-off spaces. 8. Valet attendant to provide Claim Number card upon vehicle drop-off. 9. The valet contact phone number will be provided to tenants so the vehicle can be retrieved prior to employee departure. 10. Employees will return to the valet pick-up and drop-off area to retrieve their vehicles from the valet attendant. 43 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 5 11. All vehicle keys will be secured onsite in a locked/secure storage cabinet. 12. One hundred and twenty (120) standard self-park spaces will always be available (not including accessible and valet drop-off and pick-up spaces). 13. Six (6) Accessible spaces plus (1) Accessible valet pick-up/drop off space are available for self-parking. As a reference, a similar approved lift system is currently provided at 441 Old Newport Boulevard in Newport Beach (PA2013-2208). The parking lift system is serving a medical office building and is primarily for employees. Exhibit A-2 Site Plan identifies the location of the parking lift systems for the initial phase. Exhibit A-3 identifies the location of additional parking lift systems in a second phase if needed. Appendix D includes the “ParkPlus” design specifications. Medical Office Building Observed Study Sites (Exhibits B - F) To determine a parking rate for the proposed medical-dental office conversion, RK obtained weekday (Wednesday) parking surveys at five (5) comparable medical office buildings within Orange County during typical conditions and pre-COVID-19 pandemic. The counts were obtained from Counts Unlimited Inc. Furthermore, all the study area parking lots provide surface parking and are exclusively used by employees and visitors. After the data was analyzed, it was determined that two (2) of the medical office buildings included urgent care tenants. Urgent care uses generate higher parking demands when compared to typical appointment based medical-dental office tenants. Since the proposed medical office conversion project will not include urgent care tenants, two (2) survey locations have not been utilized to determine the projected parking demand for the project. As a result, the parking rate for the project was determined by the three (3) study sites that had nonurgent care tenants only. The three (3) nonurgent care medical office sites have tenants all located in suites like the proposed project location. The types of tenants are like those of the proposed project site. Typical tenants typically include, dentist, dermatologist, pediatrician, etc. 44 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 6 This parking study was prepared while the State of California was under a stay-at-home order due to the COVID-19 Pandemic. There was no medical office parking data available in the City of Newport Beach at the time this study was prepared. The parking study did not obtain new parking counts during this time as the results would not be usable to accurately determine parking rates. The parking demands for all uses including medical office use was significantly impacted. As a result, the analysis did not include collecting parking demand data at existing medical office buildings within the City of Newport Beach because the data cannot be utilized to establish an accurate parking rate during a Pandemic with a stay-at-home order. Therefore, historical parking demand data that was collected in September of 2018 and November 2019 was utilized at local medical office buildings. Under typical conditions, RK would have obtained parking count data at comparable medical office buildings within the City of Newport Beach. Furthermore, RK would have discussed the study area locations with City staff prior to obtaining parking survey data. Due to the COVID-19 Pandemic, this was not possible. However, obtaining parking demand data from local cities like Irvine, Tustin, and Aliso Viejo during typical conditions at comparable medical office buildings are an accurate way to establish parking demand rates for medical office buildings in the City of Newport Beach. The parking demand was surveyed from 8:00 AM to 6:00 PM at one (1) hour intervals. The observed study hours reflect the operating hours of the study sites and the proposed project. A total of 50 hours of observed parking counts were completed at all five (5) sites. The following locations were selected as comparable medical office building study sites: 1.15825 Laguna Canyon, Irvine (Wednesday, November 13, 2019) (Nonurgent Care) a.43,000 square feet (100% Occupied) 2.2500 Alton Parkway, Irvine (Wednesday, November 13, 2019) (Urgent Care) a.26,000 square feet (100% Occupied) 3.12791 Newport Ave. Tustin (Wednesday, November 20, 2019) (Nonurgent Care) a.20,000 square feet (18,800 Square Feet Occupied) 4.2 Journey, Aliso Viejo (Wednesday, September 21, 2018) (Nonurgent Care) a.20,000 square feet (100% Occupied) 5.5 Journey, Aliso Viejo (Wednesday, September 12, 2018) (Urgent Care) a.23,600 square feet (19,872 Square Feet Occupied) 45 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 7 Exhibits B – F include the aerial satellite images of the medical office study sites. Observed Parking Demand Findings (Tables 2-6) The following findings have been determined based on the observed parking count data: 1. 15825 Laguna Canyon Road, Irvine (Table 2) (Nonurgent Care) The property consists of approximately 43,000 square feet of medical-dental office building. The building is currently 100% occupied. The findings are outlined below: A. The peak parking demand was measured at the site for a typical weekday from 8:00 AM to 6:00 PM at 1-hour intervals. B. The site includes a total of 227 parking spaces. Parking Supply Ratio: 5.28 Spaces / 1,000 SF City of Irvine Parking Requirement: 5.56 Spaces / 1,000 SF C. Peak parking demand occurred on Wednesday, November 13, 2019, when a total of 147 spaces were occupied at 11:00 AM. D. A peak observed parking rate of 3.42 spaces per 1,000 square feet was observed. 2. 2500 Alton Parkway, Irvine (Table 3) (Urgent Care) The property consists of approximately 26,000 square feet of medical-dental office building. The building is currently 100% occupied. The findings are outlined below: A. The peak parking demand was measured at the site for a typical weekday from 8:00 AM to 6:00 PM at 1-hour intervals. B. The site includes a total of 135 parking spaces. Parking Supply Ratio: 5.19 Spaces / 1,000 SF City of Irvine Parking Requirement: 5.56 Spaces / 1,000 SF C. Peak parking demand occurred on Wednesday, November 13, 2019, when a total of 117 spaces were occupied at 11:00 AM. D. A peak observed parking rate of 4.50 spaces per 1,000 square feet was observed. This site represents the highest observed parking rate. 46 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 8 3. 12791 Newport Avenue, Tustin (Table 4) (Nonurgent Care) The property consists of approximately 20,000 square feet of medical-dental office building. At the time of the parking survey, the building had an occupancy of 18,800 square feet. The findings are outlined below: A. The peak parking demand was measured at the site for a typical weekday from 8:00 AM to 6:00 PM at 1-hour intervals. B. The site includes a total of 80 parking spaces. Parking Supply Ratio: 4.00 Spaces / 1,000 SF City of Tustin Parking Requirement: 5.6 Spaces / 1,000 SF (Based on 20,000 square feet building.) C. Peak parking demand occurred on Wednesday, November 20, 2019, when a total of 67 spaces were occupied at 11:00 AM. D. A parking rate of 3.56 spaces per 1,000 square feet was observed. 4. 2 Journey, Aliso Viejo (Table 5) (Nonurgent Care) The property consists of approximately 20,000 square feet of medical-dental office building. At the time of the parking survey, the building had an occupancy of 100%. The findings are outlined below: A. The peak parking demand was measured at the site for a typical weekday from 8:00 AM to 6:00 PM at 1-hour intervals. B. The site includes a total of 102 parking spaces. Parking Supply Ratio: 5.10 Spaces / 1,000 SF City of Aliso Viejo Parking Requirement: 6.67 Spaces / 1,000 SF C. Peak parking demand occurred on Wednesday, September 21, 2018, when a total of 54 spaces were occupied at 3:00 PM. D. A parking rate of 2.70 spaces per 1,000 square feet was observed. This site represents the lowest observed parking rate. 47 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 9 5. 5 Journey, Aliso Viejo (Table 6) (Urgent Care) The property consists of approximately 23,600 square feet of medical-dental office building. At the time of the parking survey, the building had an occupancy of 19,872 square feet. The findings are outlined below: A. The peak parking demand was measured at the site for a typical weekday from 8:00 AM to 6:00 PM at 1-hour intervals. B. The site includes a total of 102 parking spaces. Parking Supply Ratio: 4.32 Spaces / 1,000 SF City of Aliso Viejo Parking Requirement: 6.67 Spaces / 1,000 SF C. Peak parking demand occurred on Wednesday, September 12, 2018, when a total of 69 spaces were occupied at 10:00 AM. D. A parking rate of 3.47 spaces per 1,000 square feet was observed. Observed Parking Demand Summary (Nonurgent Care) (Tables 7A & 8) Since the proposed medical-dental conversion project will not have urgent care tenants, only the parking survey results from nonurgent care buildings is being utilized to calculate the parking rate for the proposed project. As summarized in Tables 7A and 8, the 85th percentile peak parking rate observed for nonurgent care uses is 3.52 spaces per 1,000 square feet. Utilizing the 3.52 parking spaces per 1,000 square feet to determine the projected parking demand for the 100% conversion of medical office use, the projected peak parking demand is 132 parking spaces occupied. Since the project provides a total of 167 parking spaces, there are 35 spaces available during peak parking demand times. As a result, the peak projected parking occupancy is 79%. Conservatively, a ten (10) percent parking demand increase was added to the 85th Percentile peak parking rate yielding a 3.87 spaces per 1,000 square feet. This 10% increase was added to the 85th percentile peak observed parking rate to account for potential parking fluctuations. As a result, the 100% medical office conversion at 1400 and 1420 North Bristol buildings have a peak projected parking demand of 145 parking spaces. Since the project provides a total of 167 parking spaces, there are 22 spaces available during peak parking demand times. As a result, the peak projected parking occupancy is 87%. 48 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 10 The parking calculation (85th Percentile) is consistent with the parking methodology published in the ITE 5th Generation Parking Manual. However, as a conservative measure, a 10% increase was added to account for potential parking demand fluctuations. It should be noted that ITE does not add 10% to the 85th percentile parking demand. As evident in the parking survey data in Table 7B, the parking demands for two (2) sites that include urgent care generate a higher 85th percentile parking demand when compared to nonurgent care medical-dental buildings. The observed parking demand data is provided in Appendix B. ITE 5th Generation Parking Manual Land Use: 720 Medical-Dental Office Building Published in 2019, the Institute of Transportation Engineers (ITE) indicates a weekday 85th percentile parking rate of 4.59 parked vehicles per thousand square feet. This rate calculates an 85th percentile parking rate based on 117 study sites (all located across the United States) with an average size of 46,000 square feet. This rate does not include a 10% increase. In addition, the average parking supply ratio of 80 study sites with parking supply information in the ITE 5th Edition Parking Generation Manual is 4.3 spaces per 1,000 square feet. The 85th Percentile plus 10% parking increase rate derived from this report’s observed analysis of 3.87 spaces per 1,000 square feet is lower when compared to the ITE’s calculated 85th Percentile rate of 4.59 spaces per 1,000 square feet. The observed parking counts provided in this report consist of local and comparable nonurgent care medical- dental office buildings and therefore yield a more accurate local parking ratio for the proposed project. The ITE 5th Generation Parking Generation Manual is included in the Appendix C. 49 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 11 Nonurgent Care Medical-Dental Office Tenant Recommendations The ITE description of a “Land Use 720: Medical-Dental Office Building” is as follows: “A medical-dental office building is a facility that provides diagnosis and outpatient care on a routine basis but is unable to provide prolonged in-house medical and surgical care. One or more private physicians or dentists generally operate this type of facility.” To provide sufficient parking, representatives of the building shall only tenant the buildings with nonurgent care medical-dental routine outpatient care type practices as outlined in the ITE Parking Generation Manual 5th Edition. These practices typically provide specialized care on an appointment only basis. Examples of potential tenants include the following: • Dental Office • Physical Therapy • Chiropractor • Cosmetic Laser • Dermatology • Optometry • Pediatrics • Sleep Center • Urology, etc. As evident in the results of the observed parking analysis, urgent care tenants typically generate a higher parking demand and therefore will not be considered as potential tenants. However, the project may convert a portion of the building area to an “Outpatient Surgery Facility”. This use requires 1 space for every 250 square feet (or 4.0 per 1,000 square feet.) This use has a lower parking rate compared to the medical-dental rate of 1 space for every 200 square feet (or 5.0 per 1,000 square feet) and as a result would not require additional parking. As a conservative measure, the calculations in this analysis assume a conversion to medical office use only. 50 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 12 100% Medical Office Conversion with Check In at 70% Building Occupancy To ensure adequate parking is continued to be provided on-site, ownership of the project should be conditioned to monitor the parking demand when the medical office conversion reaches the following tenant occupancy levels: 1. 70% of the total building square feet or (26,261 square feet) At this time, an observed parking demand analysis should be conducted on-site for a typical Tuesday, Wednesday, and Thursday from 8:00 AM to 6:00 PM at one-hour intervals. The parking calculations should consider the current tenant occupancy at the site. The observed counts should include the number of vehicles occupying the lift systems. The scope and methodology should be like the observed parking counts obtained to determine a parking rate for this analysis. If the results of the observed parking analysis indicate a parking deficiency of 90% parking occupancy or greater, a parking management plan (PMP) will be required by the City of Newport Beach. If it is determined that parking is insufficient at the 70% observed parking review, additional parking lifts designated to employees will be considered to further expand the parking capacity onsite. See Exhibit A-3 for the location of additional parking lift systems. 70% Medical-Dental Office Conversion Scenario (Table 9) If the project chooses to convert 70% (26,261 square feet) of the building to medical office use and if the balance of the project remains general office (30%), the projected parking demand would be 152 parking spaces or 91% parking occupancy (102 for medical office use and 50 spaces for general office use). This calculation applies the 3.87 parking spaces per 1,000 square feet parking rate for medical use and the PC Text parking rate of 1 per 225 square feet for general office use. This calculation is considered conservative because a 10% increase is added to the observed 85th percentile medical office peak parking demand. 51 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 13 Conclusion When considering the City of Newport Beach parking requirements, the conversion of 100% of the total square feet of the building from general office use to medical office use, the project has a code required parking deficiency of 21 parking spaces. As a result, a detailed parking review was completed to determine if the proposed project has enough parking to accommodate the nonurgent care medical-dental office conversion. This was accomplished by obtaining parking surveys at three (3) comparable medical office buildings and a review of the ITE Parking Generation Manual 5th Edition. The project may convert a portion of the building area to an “Outpatient Surgery Facility”. This use requires 1 space for every 250 square feet (or 4.0 per 1,000 square feet.) This use has a lower parking rate compared to the medical-dental rate of 1 space for every 200 square feet (5.0 per 1,000 square feet) and as a result would not require additional parking. As a conservative measure, this analysis does not consider this scenario. The results of obtaining observed parking demand data yielded an 85th percentile of peak observed parking demand rate of 3.87 spaces for every 1,000 square feet of occupied building area. This calculation is considered conservative because a 10% increase was added to the 85th percentile peak parking rate to account for parking demand fluctuations. As a result, the proposed medical office conversion would have a peak parking demand of 145 parking spaces or 87% occupied. Since the project provides a total of 167 parking spaces, there are a total of 22 spaces available during peak parking demand times (assuming a full medical office tenant occupancy scenario). If the project chooses to convert 70% (26,261 square feet) of the building to medical- dental office use and if the balance of the project remains general office (30%), the projected peak parking demand would be 152 parking spaces or 91% occupied (102 for medical office use and 50 spaces for general office use). Prior to reaching a 100% medical office conversion, the project should be conditioned to review the parking demands at 70% medical tenant occupancies with an observed parking survey. If the results of the observed parking analysis indicate a parking deficiency of 90% or greater parking occupancy, a parking management plan (PMP) will be required by the City of Newport Beach. The parking management plan would include the installation of additional parking lift systems if needed. 52 1400 & 1420 North Bristol Medical-Dental Office Parking Review RK16222 Page 14 Based upon the three (3) observed parking surveys at local and comparable nonurgent care medical office buildings, the 167 parking spaces that are provided at 1400 and 1420 North Bristol are sufficient to accommodate the land use conversion from general office use to nonurgent care medical-dental office use during peak parking demand times with a 100% tenant occupancy scenario of the 37,515 square feet of floor area. If you have any questions regarding this review or need further clarification, please contact us at (949) 474-0809. Sincerely, RK ENGINEERING GROUP, INC. Rogier Goedecke President RG:/rk16222 JN:2939-2020-01 53 Exhibits 54 engineeringgroup, inc.engineering NN Aerial Location MapExhibit A-1 1400 & 1420 NORTH BRISTOL MEDICAL OFFICE PARKING CONVERSION REVIEW, City of Newport Beach, CA 2939-2020-01 1400 & 1420 North Bristol, Newport Beach, CA Legend: = Study Site Size - 37,515 S.F. ( 37,515 S.F. Occupied )1 = Provided Parking - 167 Spaces ( 4.45 Spaces per 1,000 S.F. )2 1 2 SITE Spruce AvenueBristol Street = Parking Area Boundary 55 Proposed Parking Lift System (17 lifts totaling 34 spaces) 56 57 58 59 60 61 62 Tables 63 Land Use Size Percentage Units Parking Rate Required Number of Parking Spaces1 Parking Supply Ratio (Parking Spaces per 1,000 SF) 150 -17 -10% Land Use Units Parking Rate Required Number of Parking Spaces1 Parking Supply Ratio (Parking Spaces per 1,000 SF) Medical Office Square Feet 1 per 200 square feet (5.0 per 1,000 square feet)188 167 -21 -11% 1 The parking lot will be updated to conform with the current City of Newport Beach parking space dimensions and drive aisle widths. The parking supply for the project will include 150 surface parking spaces which includes 6 ADA spaces and an additional 17 lift parking spaces that will be utilized by employees. The total amount of onsite parking is 167 spaces. See site plan for details. Square Feet 1 per 225 square feet (4.4 per 1,000 square feet)167 Table 1-A 1400 & 1420 North Bristol Street Parking Requirements Planned Community Development Standards, Newport Place (PC Text) Existing Conditions: General Office Use 4.00Total Number of Parking Spaces Provided Number of Parking Spaces in Excess per Parking Code Percentage of Parking Spaces in Excess per Parking Code General Office 100%37,515 4.45 1 Per Planned Community Development Standards "Newport Place". Total Number of Parking Spaces Provided1 Number of Parking Spaces Deficient per Parking Code Percentage of Parking Spaces Deficient per Parking Code Table 1-B 1400 and 1420 North Bristol Street Parking Requirements Planned Community Development Standards, Newport Place (PC Text) Proposed Conditions: 100% Medical Office Use Conversion (Nonurgent Care) Size 37,515 RK16222TB.xlsx 2939-2020-01 64 8:00 AM 74 1.72 9:00 AM 135 3.14 10:00 AM 142 3.30 11:00 AM 147 3.42 12:00 PM 134 3.12 1:00 PM 116 2.70 2:00 PM 110 2.56 3:00 PM 100 2.33 4:00 PM 69 1.60 5:00 PM 59 1.37 6:00 PM 22 0.51 3.42 5.28 2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the building. 1 Parking demand was surveyed during typical hours of operation and weather conditions. Peak Observed Parking Rate TABLE 2 Spectrum Medical Plaza 15825 Laguna Canyon Road, Irvine (Nonurgent Care) Parking Survey - Wednesday November 13th, 20191 Description - 43,000 S.F. 100% Occupied Total Observed Parking Rate (Vehicles per 1,000 SF)2 Spaces Available 227 Parking Supply Ratio (Parking Spaces per 1,000 SF) RK16222TB.xlsx 2939-2020-01 65 8:00 AM 33 1.27 9:00 AM 99 3.81 10:00 AM 115 4.42 11:00 AM 117 4.50 12:00 PM 112 4.31 1:00 PM 97 3.73 2:00 PM 105 4.04 3:00 PM 95 3.65 4:00 PM 107 4.12 5:00 PM 78 3.00 6:00 PM 27 1.04 4.50 5.19 Peak Observed Parking Rate 1 Parking demand was surveyed during typical hours of operation and weather conditions. TABLE 3 IBC Medical Plaza 2500 Alton Parkway, Irvine (With Urgent Care) Parking Survey - Wednesday November 13th, 20191 Description - 26,000 S.F. 100% Occupied Lots Total Observed Parking Rate (Vehicles per 1,000 SF)2 Spaces Available 135 2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the building. Parking Supply Ratio (Parking Spaces per 1,000 SF) RK16222TB.xlsx 2939-2020-01 66 8:00 AM 17 0.90 9:00 AM 53 2.82 10:00 AM 65 3.46 11:00 AM 67 3.56 12:00 PM 62 3.30 1:00 PM 57 3.03 2:00 PM 64 3.40 3:00 PM 59 3.14 4:00 PM 57 3.03 5:00 PM 45 2.39 6:00 PM 9 0.48 3.56 4.00 Peak Observed Parking Rate 2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the building. TABLE 4 Newport Avenue Medical Plaza 12791 Newport Avenue, Tustin (Nonurgent Care) Parking Survey - Wednesday November 20th, 20191 Description - 20,000 S.F. (18,800 S.F. Occupied) Lots Total Observed Parking Rate (Vehicles per 1,000 SF)2 Spaces Available 80 1 Parking demand was surveyed during typical hours of operation and weather conditions. Parking Supply Ratio (Parking Spaces per 1,000 SF) RK16222TB.xlsx 2939-2020-01 67 8:00 AM 15 0.75 9:00 AM 30 1.50 10:00 AM 45 2.25 11:00 AM 47 2.35 12:00 PM 40 2.00 1:00 PM 35 1.75 2:00 PM 48 2.40 3:00 PM 54 2.70 4:00 PM 53 2.65 5:00 PM 47 2.35 6:00 PM 17 0.85 2.70 5.10 Peak Observed Parking Rate 1 Parking demand was surveyed during typical hours of operation and weather conditions. 2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the building. Parking Supply Ratio (Parking Spaces per 1,000 SF) TABLE 5 2 Journey, Aliso Viejo Medical Office Building (Nonurgent Care) Parking Survey - Wednesday September 21, 20181 Description - 20,000 S.F. (100% Occupied) Lots Total Observed Parking Rate (Vehicles per 1,000 SF)2 Spaces Available 102 RK16222TB.xlsx 2939-2020-01 68 8:00 AM 33 1.66 9:00 AM 55 2.77 10:00 AM 69 3.47 11:00 AM 68 3.42 12:00 PM 62 3.12 1:00 PM 52 2.62 2:00 PM 48 2.42 3:00 PM 58 2.92 4:00 PM 61 3.07 5:00 PM 50 2.52 6:00 PM 40 2.01 3.47 4.32 2 Parking Rate is based on the number of observed vehicles parked divided by the occupied square feet of the building. Parking Supply Ratio (Parking Spaces per 1,000 SF) TABLE 6 5 Journey Aliso Viejo Medical Office Building (With Urgent Care) Parking Survey - Wednesday September 12, 20181 Description - 23,600 S.F. (19,872 S.F. Occupied) Lots Total Observed Parking Rate (Vehicles per 1,000 SF)2 Spaces Available 102 1 Parking demand was surveyed during typical hours of operation and weather conditions. Peak Observed Parking Rate RK16222TB.xlsx 2939-2020-01 69 Table Medical Office Building Location Urgent Care Occupied SF Peak Observed Parking Rate (Vehicles per 1,000 SF) Projected 37,515 SF Medical Office Building Parking Demand 2 15825 Laguna Canyon Road, Irvine NO 43,000 3.42 128 4 12791 Newport Avenue, Tustin NO 18,800 3.56 134 5 2 Journey, Aliso Viejo NO 20,000 2.70 101 3.52 132 0.35 13 3.87 145 167 22 Table Medical Office Building Location Urgent Care Occupied SF Peak Observed Parking Rate (Vehicles per 1,000 SF) Projected 37,515 SF Medical Office Building Parking Demand 3 2500 Alton Parkway, Irvine YES 26,000 4.50 169 6 5 Journey, Aliso Viejo YES 19,872 3.47 130 4.35 163 0.43 16 4.78 179 167 -12 Medical Office Buildings (Nonurgent Care)2 TABLE 7A Summary of Observed Parking Demand 1400 & 1420 North Bristol Street 85th Percentile Peak Parking Demand Rate Add Parking Demand Fluctuation (10%)1 85th Percentile Peak Parking Demand Rate + 10% Total Number of Parking Spaces Provided On Site Number of Parking Spaces Deficient per Projected Parking Demand Medical Office Buildings (With Urgent Care)2 1 Ten percent was added to the peak 85th percentile parking demand rate to account for potential fluctuations of parking demand. TABLE 7B 1 Ten percent was added to the peak 85th percentile parking demand rate to account for potential fluctuations of parking demand. 85th Percentile Peak Parking Demand Rate Add Parking Demand Fluctuation (10%)1 2 Since the proposed project will not include urgent care, the two (2) study sites that included urgent care were not utilized to determine the projected parking demand for the project. 2 Since the proposed project will not include urgent care, the three (3) study sites that did not include urgent care were utilized to determine the projected parking demand for the project. 85th Percentile Peak Parking Demand Rate + 10% Total Number of Parking Spaces Provided On Site Number of Parking Spaces in Surplus per Projected Parking Demand 1400 & 1420 North Bristol Street Summary of Observed Parking Demand RK16222TB.xlsx 2939-2020-01 70 Land Use Units Peak Parking Demand1 (3.52 per 1,000 Square feet) Peak Parking Demand2 (3.87 per 1,000 Square feet) Medical Office Square Feet 132 145 167 167 35 22 79%87% 1 Based on the peak 85th percentile observed parking rate collected at 3 local medical office buildings that do not have urgent care. See Tables 2-7 for details. 2 The 85th percentile peak parking demand rate plus a 10% parking fluctuation is applied to 100% of the building square feet. Table 8 100% Medical Office Conversion Projected Parking Demand (Nonurgent Care) Total Number of Parking Spaces Provided Number of Parking Spaces Available at Peak Demand Time Percentage of Parking Spaces Occupied Size 37,515 RK16222TB.xlsx 2939-2020-01 71 Land Use Size (Square Feet) Percentage of Square Feet Parking Rate1 Required Number of Parking Spaces Total 37,515 100%152 167 15 91% Total Number of Parking Spaces Provided 1 per 225 square feet (4.4 per 1,000 square feet)General Office Table 9 1400 and 1420 North Bristol Street 70% Medical Office Conversion Projected Parking Demand 5030% Percentage of Parking Occupancy 26,261 3.87 parking spaces per 1,000 square feet 102 Number of Parking Spaces in Surplus Medical Office 70% 11,254 1 Parking Rate based on the Planned Community Development Standards "Newport Place" (PC Text) for General Office Use and based on the 85th percentile plus 10% observed parking rate for comparable nonurgent medical office buildings. 72 Appendices 73 Appendix A City of Newport Beach Planned Development Standards, Newport Place (PC Text) 74 7/27/2021 Chapter 20.40 OFF-STREET PARKING https://www.codepublishing.com/CA/NewportBeach/#!/NewportBeach20/NewportBeach2040.html#20.40.040 1/6 20.40.040 Off-Street Parking Spaces Required. Off-street parking spaces shall be provided in compliance with Table 3.10. These standards shall be considered the minimum required to preserve the public health, safety, and welfare, and more extensive parking provisions may be required by the review authority in particular circumstances. Unless otherwise noted parking requirements are calculated based on gross floor area. TABLE 3-10 OFF-STREET PARKING REQUIREMENTS Land Use Parking Spaces Required Industry, Manufacturing and Processing, Warehousing Uses Food Processing 1 per 2,000 sq. ft. Handicraft Industry 1 per 500 sq. ft. Industry Small—5,000 sq. ft. or less 1 per 500 sq. ft. Large—Over 5,000 sq. ft.1 per 1,000 sq. ft. Industry, Marine-Related 1 per 750 sq. ft. Personal Storage (Mini Storage)2 for resident manager, plus additional for office as required by minor use permit Research and Development 1 per 500 sq. ft. Warehousing and Storage 1 per 2,000 sq. ft., plus one per 350 sq. ft. for offices. Minimum of 10 spaces per use Wholesaling 1 per 1,000 sq. ft. Recreation, Education, and Public Assembly Uses Assembly/Meeting Facilities 1 per 3 seats or one per 35 sq. ft. used for assembly purposes Commercial Recreation and Entertainment As required by conditional use permit Cultural Institutions 1 per 300 sq. ft. Schools, Public and Private As required by conditional/minor use permit Residential Uses Accessory Dwelling Units As required per Section 20.48.200 Single-Unit Dwellings—Attached 2 per unit in a garage 75 7/27/2021 Chapter 20.40 OFF-STREET PARKING https://www.codepublishing.com/CA/NewportBeach/#!/NewportBeach20/NewportBeach2040.html#20.40.040 2/6 Land Use Parking Spaces Required Single-Unit Dwellings—Detached and less than 4,000 sq. ft. of floor area 2 per unit in a garage Single-Unit Dwellings—Detached and 4,000 sq. ft. or greater of floor area 3 per unit in a garage Single-Unit Dwellings—Balboa Island 2 per unit in a garage Multi-Unit Dwellings—3 units 2 per unit covered, plus guest parking; 1—2 units, no guest parking required 3 units, 1 guest parking space Multi-Unit Dwellings—4 units or more 2 per unit covered, plus 0.5 space per unit for guest parking Two-Unit Dwellings 2 per unit; 1 in a garage and 1 covered or in a garage Live/Work Units 2 per unit in a garage, plus 2 for guest/customer parking Senior Housing—Market rate 1.2 per unit Senior Housing—Affordable 1 per unit Retail Trade Uses Appliances, Building Materials, Home Electronics, Furniture, Nurseries, and Similar Large Warehouse-type Retail Sales and Bulk Merchandise Facilities 1st 10,000 sq. ft.—1 space per 300 sq. ft. Over 10,000 sq. ft.—1 space per 500 sq. ft. Plus 1 per 1,000 sq. ft. of outdoor merchandise areas Food and Beverage Sales 1 per 200 sq. ft. Marine Rentals and Sales Boat Rentals and Sales 1 per 1,000 sq. ft. of lot area, plus 1 per 350 sq. ft. of office area Marine Retail Sales 1 per 250 sq. ft. Retail Sales 1 per 250 sq. ft. Shopping Centers 1 per 200 sq. ft. See Section 20.40.050 Service Uses—Business, Financial, Medical, and Professional Convalescent Facilities 1 per 3 beds or as required by conditional use permit Emergency Health Facilities 1 per 200 sq. ft. 76 7/27/2021 Chapter 20.40 OFF-STREET PARKING https://www.codepublishing.com/CA/NewportBeach/#!/NewportBeach20/NewportBeach2040.html#20.40.040 3/6 Land Use Parking Spaces Required Financial Institutions and Related Services 1 per 250 sq. ft. Hospitals 1 per bed; plus 1 per resident doctor and 1 per employee. Offices*—Business, Corporate, General, Governmental First 50,000 sq. ft.1 per 250 sq. ft. net floor area Next 75,000 sq. ft.1 per 300 sq. ft. net floor area Floor area above 125,001 sq. ft.1 per 350 sq. ft. net floor area * Not more than 20% medical office uses. Offices—Medical and Dental Offices 1 per 200 sq. ft. Outpatient Surgery Facility 1 per 250 sq. ft. Service Uses—General Adult-Oriented Businesses 1 per 1.5 occupants or as required by conditional use permit Ambulance Services 1 per 500 sq. ft.; plus 2 storage spaces. Animal Sales and Services Animal Boarding/Kennels 1 per 400 sq. ft. Animal Grooming 1 per 400 sq. ft. Animal Hospitals/Clinics 1 per 400 sq. ft. Animal Retail Sales 1 per 250 sq. ft. Artists’ Studios 1 per 1,000 sq. ft. Catering Services 1 per 400 sq. ft. Care Uses Adult Day Care—Small (6 or fewer)Spaces required for dwelling unit only Adult Day Care—Large (7 or more)2 per site for drop-off and pick-up purposes (in addition to the spaces required for the dwelling unit) Child Day Care—Small (6 or fewer)Spaces required for dwelling unit only Child Day Care—Large (9 to 14)2 per site for drop-off and pick-up purposes (in addition to the spaces required for the dwelling unit) Day Care—General 1 per 7 occupants based on maximum occupancy allowed per license 77 7/27/2021 Chapter 20.40 OFF-STREET PARKING https://www.codepublishing.com/CA/NewportBeach/#!/NewportBeach20/NewportBeach2040.html#20.40.040 4/6 Land Use Parking Spaces Required Residential Care—General (7 to 14)1 per 3 beds Eating and Drinking Establishments Accessory (open to public)1 per each 3 seats or 1 per each 75 sq. ft. of net public area, whichever is greater Bars, Lounges, and Nightclubs 1 per each 4 persons based on allowed occupancy load or as required by conditional use permit Food Service with/without alcohol, with/without late hours 1 per 30—50 sq. ft. of net public area, including outdoor dining areas exceeding 25% of the interior net public area or 1,000 sq. ft., whichever is less. See Section 20.40.060 Food Service—Fast food 1 per 50 sq. ft., and 1 per 100 sq. ft. for outdoor dining areas Take-Out Service—Limited 1 per 250 sq. ft. Wine Tasting Room 1 per each 4 persons based on allowed occupancy load or as required by conditional use permit Emergency Shelter 1 per 4 beds plus 1 per staff; and if shelter is designed with designated family units then 0.5 parking space per bedroom designated for family units Funeral Homes and Mortuaries 1 per 35 sq. ft. of assembly area Health/Fitness Facilities Small—2,000 sq. ft. or less 1 per 250 sq. ft. Large—Over 2,000 sq. ft.1 per 200 sq. ft. Laboratories (medical, dental, and similar)1 per 500 sq. ft. Maintenance and Repair Services 1 per 500 sq. ft. Marine Services Boat Storage—Dry 0.33 per storage space or as required by conditional use permit Boat Yards As required by conditional use permit Dry Docks 2 per dry dock Entertainment and Excursion Services 1 per each 3 passengers and crew members Marine Service Stations As required by conditional use permit 78 7/27/2021 Chapter 20.40 OFF-STREET PARKING https://www.codepublishing.com/CA/NewportBeach/#!/NewportBeach20/NewportBeach2040.html#20.40.040 5/6 Land Use Parking Spaces Required Sport Fishing Charters 1 per each 2 passengers and crew members Water Transportation Services—Office 1 per 100 sq. ft., minimum 2 spaces Personal Services Massage Establishments 1 per 200 sq. ft. or as required by conditional use permit Nail Salons 1 per 80 sq. ft. Personal Services, General 1 per 250 sq. ft. Studio (dance, music, and similar)1 per 250 sq. ft. Postal Services 1 per 250 sq. ft. Printing and Duplicating Services 1 per 250 sq. ft. Recycling Facilities Collection Facility—Large 4 spaces minimum, but more may be required by the review authority Collection Facility—Small As required by the review authority Visitor Accommodations Bed and Breakfast Inns 1 per guest room, plus 2 spaces Hotels and accessory uses As required by conditional use permit Motels 1 per guest room or unit Recreational Vehicle Parks As required by conditional use permit Time Shares As required by conditional use permit Transportation, Communications, and Infrastructure Uses Communication Facilities 1 per 500 sq. ft. Heliports and Helistops As required by conditional use permit Marinas 0.75 per slip or 0.75 per 25 feet of mooring space Vehicle Rental, Sale, and Service Uses Vehicle/Equipment Rentals Office Only 1 per 250 sq. ft. Limited 1 per 300 sq. ft., plus 1 per rental vehicle (not including bicycles and similar vehicles) Vehicle/Equipment Rentals and Sales 1 per 1,000 sq. ft. of lot area 79 7/27/2021 Chapter 20.40 OFF-STREET PARKING https://www.codepublishing.com/CA/NewportBeach/#!/NewportBeach20/NewportBeach2040.html#20.40.040 6/6 Land Use Parking Spaces Required Vehicles for Hire 1 per 300 sq. ft., plus 1 per each vehicle associated with the use and stored on the same site Vehicle Sales, Office Only 1 per 250 sq. ft., plus 1 as required by DMV Vehicle/Equipment Repair (General and Limited) 1 per 300 sq. ft. or 5 per service bay, whichever is more Vehicle/Equipment Services Automobile Washing 1 per 200 sq. ft. of office or lounge area; plus queue for 5 cars per washing station Service Station 1 per 300 sq. ft. or 5 per service bay, whichever is more; minimum of 4 Service Station with Convenience Market 1 per 200 sq. ft., in addition to 5 per service bay Vehicle Storage 1 per 500 sq. ft. Other Uses Caretaker Residence 1 per unit Special Events As required by Chapter 11.03 Temporary Uses As required by the limited term permit in compliance with Section 20.52.040 (Ord. 2021-6 § 2, 2021; Ord. 2017-11 § 5, 2017; Ord. 2015-15 § 8, 2015; Ord. 2013-4 § 3, 2013; Ord. 2010-21 § 1 (Exh. A)(part), 2010) 80 Appendix B Medical-Dental Office Buildings Observed Parking Demand Data 81 Wednesday, November 13th, 2019Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PMRegular2137212813514013011510798665822Handicap1427774132310Subtotal22774135142147134116110100695922Total Occupancy 22774135142147134116110100695922Total Percent33%59%63%65%59%51%48%44%30%26%10%Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PMRegular129339611111410694102931047727Handicap603436332310Subtotal135339911511711297105951077827Total Occupancy 135339911511711297105951077827Total Percent24%73%85%87%83%72%78%70%79%58%20%Wednesday, November 20th, 2019Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PMRegular67144657585550575046365Handicap401231112420Other936666667774Subtotal80175365676257645957459Total Occupancy80175365676257645957459Total Percent21%66%81%84%78%71%80%74%71%56%11%15825 Laguna Canyon, Irvine, CA2500 Alton Parkway, Irvine, CA12791 Newport Avenue, Tustin CaCounts Unlimited, Inc.P.O. Box 1178Corona, CA 92878951-268-626882 Aliso Viejo Medical Building Parking AnalysisWednesday, September 12th, 2018Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PMRegular7911 25 40 41 35 31 40 45 44 39 11Handicap521100012100Reserved1824465477886Subtotal 102 15 30 45 47 40 35 48 54 53 47 17Total Occupancy 102 15 30 45 47 40 35 48 54 53 47 17Total Percent15%29%44%46%39%34%47%53%52%46%17%Inventory 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PMRegular983255656659514655585038Handicap410423123302Subtotal 1023355696862524858615040Total Occupancy 1023355696862524858615040Total Percent32%54%68%67%61%51%47%57%60%49%39%2 Journey5 JourneyCounts Unlimited, Inc.P.O. Box 1178Corona, CA 92878951-268-626883 Appendix C ITE Parking Generation Manual 5th Edition Land Use 720 Medical-Dental Office Building 84 85 86 87 Appendix D PARKPLUS HIGH DENSITY PARKING SYSTEMS DESIGN AND SPECIFICATIONS 88 DP003 Double Stacker 2 Level Parking System caLL uS: 8-444-ParkPLuS © 2019 PARKPLUS, Inc. PARKPLUS reserves the right to change this specification without further notice. ParkPLuSinc.com inFo@ParkPLuSinc.com ParkPLuS, inc. HeaDQuarterS 83 BRoaD aVEnuE, SuiTE 2 FaiRViEW, nJ 07022 ParkPLuS calIForNIa 8640 TamaRacK aVEnuE LoS anGELES, ca 91352 ParkPLuS FlorIDa, INc. 1111 oLD GRiFFin RoaD Dania BEacH, FL 33004 CSLB# 1018794 ouR Global FooTPRinT SeMI-autoMateD SYSteMS HYBRiD DESiGn FoRSELF-PaRK oR aTTEnDED STacKinG autoMateD SYSteMSaDVancED TEcHnoLoGiES FoRRoBoTic PaRKinG SoLuTionS DISPlaY uNItS cREaTiVE SoLuTionS FoRcuSTom DESiGn & EXPoSuRE MecHaNIcal StackerSaTTEnDED SYSTEmS FoRmuLTi-LEVEL BaSic STacKinG 89 30 Corporate Park Suite 201 Irvine, CA 92606 www.vdbg.com 949.679.6300 Varisco Designs, Inc. 8/2/2021 10:21:40 AM A9-01 PERSPECTIVE VIEWS 21-007 NEWPORT BEACH, CA 1400-1420 BRISTOL 07/09/2021 1400 & 1420 N BRISTOL ST 949-721-1414 NEWPORT BEACH CA 92660 1 2 4 3 90 SPEC SHEET ParkPLuS DP003DouBLE STacKER ParkPLuSinc.com8-444-ParkPLuS The ParkPLuS DP003 Double Stacker is a hydraulic 2-post, 2-level cantilevered vehicle lift for parking cars one above another. The DP003 raises and locks a platform in place so that a second vehicle can be parked at grade. Entire assembly comes pre-welded and is assembled in the field. Stackers may be installed as single units or in arrays with shared common legs. Stacker is designed to be mounted on grade, concrete or asphalt. approved foundation system may be required for installation of stackers. The ParkPLuS DP003 Double Stacker is designed to be installed indoors and outdoors. Platform height is field adjustable in 1 1/2" increments. Each city may have minimum height requirements and different clear requirements for code required parking. owner/architect should review with local planning and building departments. MeP coordination with project team must meet code requirements and satisfy equipment clearances. Suitable for • Standard passenger vehicles • SuVs Specifications load per Platform: 6,000 lbs. Weight of unit: +/- 3,050 lbs. length of Platform: 13'-6" length incl. overhang: 16'-6" Width of unit: 7'-11" to 9'-0" Height of unit: 9'-6" to 9'-10" operation: Hydraulic control: Push button Pendant *Custom Height and Width Available Power Pack Hydraulic Power System (HPS) HPS1: 1-2 units (208-230V / 1 PH / 60 HZ / 2-3 HP / 18 FLa) HPS-1P10: 1-30 units (208-230V / 1 PH / 60 HZ / 10 HP / 40 FLa) HPS-3P10: 1-30 units (208-230V / 3 PH / 60 HZ / 10 HP / 28.4 FLa) electrical 1 Disconnect required per HPS 3 PH 208-230V / 40amp 1 PH 208-230V / 60amp All control wiring is a Class 2 Circuit 24V applications DP003 Double Stacker can be installed in attended/valet and self-park applications: • Single & Multi-Family residential buildings • Indoor & outdoor Installations • low & High rise buildings • commercial buildings • Surface lots aDDItIoNal INForMatIoN 1 craDle FraMe aSSeMblY 2 HYDraulIc cYlINDer 3 Parallel arM aSSeMblY 4 aDJuStable HeIGHt aSSeMblY 5 SaFetY lockS aSSeMblY 6 eND leG aSSeMblY 7 SeISMIc beaM aSSeMblY 8 PlatForM aSSeMblY 9 PuSH buttoN coNtrolS layout ParkPLuS DP003 Double Stacker can be arranged in single or tandem arrays on either side of a drive aisle. Queuing space of at least 2 vehicles must be provided to allow for shuffling of cars. Queuing space may be in drive aisle. For commercial projects, dur- ing peak traffic, all platforms will be lowered for quick filling of stackers. Surface space to be provided for code-required accessible Parking. components Safety Device is equipped with safety locking system. ‘Posi-lock’ double suspen- sion system holds full weight of vehicle on platform in locked position. Device can be equipped with individual keyed controller for extra safety. Self-attended applications may require additional sensors to detect objects located under platform or entering the area below platform. Fire Protection in most metropolitan areas, car stackers are reviewed as similar to high piled storage and non-building structures. Fire rating of structural compo- nents is not required. Sprinklers may be required per following section. Each city may have fire department guidelines. Fire Sprinklers outdoor: 1. Most cities do not require fire sprinklers. 2. may need to conform to additional zoning regulations and building code requirements. Indoor: 1. installation shall be in a sprinklered garage. in tandem array, additional sprinkler requirements may apply. 2. Sprinkler Plans filed and approved by local municipality. 3. Sprinkler system designed as required by nFPa 13 and local building codes. 4. clear building height within parking area must accommodate height of equipment plus additional requirements for adequate coverage of fire sprinklers. temperature Device is designed to operate between 20° and 120° F. For below freezing environments, hydraulic heaters for Power Packs are recommended. loading Structural design and loading is provided on a project by project basis and is dependant on seismic zones, soil conditions and other environmental conditions. Warranty 12-month Standard manufacturer’s Warranty on new equipment. Equipment Lifespan: indoor = 7,500 cycles; outdoor = 5,000 cycles. Service at end of 12-month warranty period a service contract is available upon request. Rental option may include Service & maintenance for full term. approvals • MEA/OTCR Certified, City of New York • LaETL approved, LaRR#930501, city of Los angeles • california Seismic code compliant • miami Dade county compliant • approved in multiple u.S. cities WIDTH = Center of Leg to Center of Leg Width MoDel WIDtH W01 7'-11" W02 8'-3" W03 8'-6" W04 9'-0" W05 Custom MoDel HeIGHt C/C 10'-6" C/S 12'-2" S/S 14'-0" S/S* 14'-6" clearance S = Standard/SUV C = Compact/Sedan *LA City requirement ParkPLuS, inc. HeaDQuarterS 83 BRoaD aVEnuE, SuiTE 2 FaiRViEW, nJ 07022 ParkPLuS calIForNIa 8640 TamaRacK aVEnuE LoS anGELES, ca 91352 ParkPLuS FlorIDa, INc. 1111 oLD GRiFFin RoaD Dania BEacH, FL 33004 • In-house Design, Manufacturing, Installation & Service • Minimal Moving Parts – Reduced Maintenance • Galvanized, commercial-Grade Machines • Premium Quality Hydraulic cylinders CSLB# 101879491 SPEC SHEET ParkPLuS DP003DouBLE STacKER ParkPLuSinc.com8-444-ParkPLuS The ParkPLuS DP003 Double Stacker is a hydraulic 2-post, 2-level cantilevered vehicle lift for parking cars one above another. The DP003 raises and locks a platform in place so that a second vehicle can be parked at grade. Entire assembly comes pre-welded and is assembled in the field. Stackers may be installed as single units or in arrays with shared common legs. Stacker is designed to be mounted on grade, concrete or asphalt. approved foundation system may be required for installation of stackers. The ParkPLuS DP003 Double Stacker is designed to be installed indoors and outdoors. Platform height is field adjustable in 1 1/2" increments. Each city may have minimum height requirements and different clear requirements for code required parking. owner/architect should review with local planning and building departments. MeP coordination with project team must meet code requirements and satisfy equipment clearances. Suitable for • Standard passenger vehicles • SuVs Specifications load per Platform: 6,000 lbs. Weight of unit: +/- 3,050 lbs. length of Platform: 13'-6" length incl. overhang: 16'-6" Width of unit: 7'-11" to 9'-0" Height of unit: 9'-6" to 9'-10" operation: Hydraulic control: Push button Pendant *Custom Height and Width Available Power Pack Hydraulic Power System (HPS) HPS1: 1-2 units (208-230V / 1 PH / 60 HZ / 2-3 HP / 18 FLa) HPS-1P10: 1-30 units (208-230V / 1 PH / 60 HZ / 10 HP / 40 FLa) HPS-3P10: 1-30 units (208-230V / 3 PH / 60 HZ / 10 HP / 28.4 FLa) electrical 1 Disconnect required per HPS 3 PH 208-230V / 40amp 1 PH 208-230V / 60amp All control wiring is a Class 2 Circuit 24V applications DP003 Double Stacker can be installed in attended/valet and self-park applications: • Single & Multi-Family residential buildings • Indoor & outdoor Installations • low & High rise buildings • commercial buildings • Surface lots aDDItIoNal INForMatIoN 1 craDle FraMe aSSeMblY 2 HYDraulIc cYlINDer 3 Parallel arM aSSeMblY 4 aDJuStable HeIGHt aSSeMblY 5 SaFetY lockS aSSeMblY 6 eND leG aSSeMblY 7 SeISMIc beaM aSSeMblY 8 PlatForM aSSeMblY 9 PuSH buttoN coNtrolS layout ParkPLuS DP003 Double Stacker can be arranged in single or tandem arrays on either side of a drive aisle. Queuing space of at least 2 vehicles must be provided to allow for shuffling of cars. Queuing space may be in drive aisle. For commercial projects, dur- ing peak traffic, all platforms will be lowered for quick filling of stackers. Surface space to be provided for code-required accessible Parking. components Safety Device is equipped with safety locking system. ‘Posi-lock’ double suspen- sion system holds full weight of vehicle on platform in locked position. Device can be equipped with individual keyed controller for extra safety. Self-attended applications may require additional sensors to detect objects located under platform or entering the area below platform. Fire Protection in most metropolitan areas, car stackers are reviewed as similar to high piled storage and non-building structures. Fire rating of structural compo- nents is not required. Sprinklers may be required per following section. Each city may have fire department guidelines. Fire Sprinklers outdoor: 1. Most cities do not require fire sprinklers. 2. may need to conform to additional zoning regulations and building code requirements. Indoor: 1. installation shall be in a sprinklered garage. in tandem array, additional sprinkler requirements may apply. 2. Sprinkler Plans filed and approved by local municipality. 3. Sprinkler system designed as required by nFPa 13 and local building codes. 4. clear building height within parking area must accommodate height of equipment plus additional requirements for adequate coverage of fire sprinklers. temperature Device is designed to operate between 20° and 120° F. For below freezing environments, hydraulic heaters for Power Packs are recommended. loading Structural design and loading is provided on a project by project basis and is dependant on seismic zones, soil conditions and other environmental conditions. Warranty 12-month Standard manufacturer’s Warranty on new equipment. Equipment Lifespan: indoor = 7,500 cycles; outdoor = 5,000 cycles. Service at end of 12-month warranty period a service contract is available upon request. Rental option may include Service & maintenance for full term. approvals • MEA/OTCR Certified, City of New York • LaETL approved, LaRR#930501, city of Los angeles • california Seismic code compliant • miami Dade county compliant • approved in multiple u.S. cities WIDTH = Center of Leg to Center of Leg Width MoDel WIDtH W01 7'-11" W02 8'-3" W03 8'-6" W04 9'-0" W05 Custom MoDel HeIGHt C/C 10'-6" C/S 12'-2" S/S 14'-0" S/S* 14'-6" clearance S = Standard/SUV C = Compact/Sedan *LA City requirement ParkPLuS, inc. HeaDQuarterS 83 BRoaD aVEnuE, SuiTE 2 FaiRViEW, nJ 07022 ParkPLuS calIForNIa 8640 TamaRacK aVEnuE LoS anGELES, ca 91352 ParkPLuS FlorIDa, INc. 1111 oLD GRiFFin RoaD Dania BEacH, FL 33004 • In-house Design, Manufacturing, Installation & Service • Minimal Moving Parts – Reduced Maintenance • Galvanized, commercial-Grade Machines • Premium Quality Hydraulic cylinders CSLB# 1018794 92 DP003 Double Stacker 2 Level Parking System caLL uS: 8-444-ParkPLuS © 2019 PARKPLUS, Inc. PARKPLUS reserves the right to change this specification without further notice. ParkPLuSinc.com inFo@ParkPLuSinc.com ParkPLuS, inc. HeaDQuarterS 83 BRoaD aVEnuE, SuiTE 2 FaiRViEW, nJ 07022 ParkPLuS calIForNIa 8640 TamaRacK aVEnuE LoS anGELES, ca 91352 ParkPLuS FlorIDa, INc. 1111 oLD GRiFFin RoaD Dania BEacH, FL 33004 CSLB# 1018794 ouR Global FooTPRinT SeMI-autoMateD SYSteMS HYBRiD DESiGn FoRSELF-PaRK oR aTTEnDED STacKinG autoMateD SYSteMSaDVancED TEcHnoLoGiES FoRRoBoTic PaRKinG SoLuTionS DISPlaY uNItS cREaTiVE SoLuTionS FoRcuSTom DESiGn & EXPoSuRE MecHaNIcal StackerSaTTEnDED SYSTEmS FoRmuLTi-LEVEL BaSic STacKinG 93 94 95 INTENTIONALLY BLANK PAGE96 Attachment No. PC 3 Parking Management Plan 97 INTENTIONALLY BLANK PAGE98 BSP Bristol, LLC P: 949.721.1414 3501 Jamboree Road, Suite 4200 F: 949.721.1919 Newport Beach, CA 92660 1400/1420 Bristol Street North PARKING MANAGEMENT PLAN: The following Parking Management Plan will be used to implement and monitor the On-Site Parking Operation. The guidelines will be distributed to all tenants upon occupancy, so they are familiar with the program. • There will be CC&R’s that each tenant will agree to prior to their occupancy. Some of the language that will be included is below: o Parking within the Project is free, open and unreserved, and are available to all Owners and their Permittees on a first-come, first-served basis; provided however, that each Unit’s right to utilize the parking spaces within the Association Property shall be based on such Unit’s proportionate share in the Project, and the Board shall have the authority to adopt and enforce reasonable Rules and Regulations to monitor and ensure that no Unit exceeds their proportionate share of the parking spaces in the Project. o The Declarant or the Board may assign and reassign exclusive use parking areas to each Unit, designate exclusive parking spaces to be utilized by the Permittees of a specified Unit during specified time periods, issue parking permits for authorized users of allocated parking spaces and/or establish such other system of controlled parking on the Association Property as the Board may determine reasonably necessary to ensure equitable use of the available parking within the Project. o The Board may enforce all parking and vehicle use Regulations applicable to the Project, including removing violating vehicles from the Project pursuant to California Vehicle Code Section 22658 or other applicable ordinances or statutes. In addition, if the Board determines, after Notice and a Hearing, that any enforcement action is required pursuant to this Section, the Board may impose a Special Assessment on the Condominium Unit of the Owner whose violation, or whose Permittee’s violation, has resulted in enforcement action in an amount equal to the reasonable cost to the Association of the applicable enforcement action. • A landscape hedge will be installed in areas along the perimeter of the property where the property line abuts another owner’s parking lot to deter tenants and visitors of 99 1400/1420 Bristol Street North from parking in adjacent parking lots. The hedge will be maintained by the Association at its sole expense. • The owner of 1400/1420 Bristol Street North will install signs on the adjacent owner’s parking lot with language stating that parking for the 1400/1420 Bristol building is prohibited and that violators will be towed. Contact information with representatives of 1401 Quail Street will be shared to encourage open dialogue and communication between the neighboring property owners to discuss parking issues should they arise. • The Association manager will track parking counts monthly on the first Wednesday of each month at 11:00 AM. These counts will commence once the medical occupancy is 25% of the overall project. If the parking is being utilized at a higher rate than what is allowable within the CC&R’s, the Association on the following Wednesday beginning at 8:00 AM until 12:00 PM will survey the tenants and visitors as they arrive. The Association will note what office suite the subject is going to and whether they are an employee or a visitor/patient. Any tenant(s) found to be in violation of their parking allocation will initially be given a warning. If multiple offenses have occurred, the Board will take further action at their discretion. • Employees will be encouraged to park their vehicles along the northeastern portion of the property to encourage visitors/patients to park closer to the building entrances. 100 Attachment No. PC 4 Traffic Impact Analysis 101 INTENTIONALLY BLANK PAGE102 Tra!c Engineering # Transporta%on Planning # Parking # Noise & Vibra%on Air Quality # Global Climate Change # Health Risk Assessment 1400 BRISTOL STREET MEDICAL OFFICES TRAFFIC IMPACT ANALYSIS City of Newport Beach April 6, 2021 103 prepared by Bryan Crawford Giancarlo Ganddini, PE, PTP GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana, California 92705 714.795.3100 | ganddini.com Project No. 19344 1400 BRISTOL STREET MEDICAL OFFICES TRAFFIC IMPACT ANALYSIS City of Newport Beach April 6, 2021 104 1400 Bristol Street Medical Offices Traffic Impact Analysis i 19344 TABLE OF CONTENTS EXECUTIVE SUMMARY ................................................................................................................................................. III 1. INTRODUCTION .................................................................................................................................................... 1 Project Description .......................................................................................................................................................... 1 Study Area ......................................................................................................................................................................... 1 Analysis Scenarios ........................................................................................................................................................... 1 2. METHODOLOGY ................................................................................................................................................... 4 Traffic Phasing Ordinance Requirements .................................................................................................................. 4 Intersection Capacity Utilization Methodology ........................................................................................... 4 Performance Standards .................................................................................................................................................. 4 Need for Improvements ................................................................................................................................................. 5 3. EXISTING CONDITIONS ...................................................................................................................................... 6 Existing Roadway System .............................................................................................................................................. 6 Pedestrian Facilities ......................................................................................................................................................... 6 Bicycle Routes .................................................................................................................................................................. 6 Transit Facilities ................................................................................................................................................................ 6 General Plan Context ..................................................................................................................................................... 6 Existing Traffic Volumes ................................................................................................................................................ 6 Existing Intersection Level of Service......................................................................................................................... 7 4. PROJECT FORECASTS ....................................................................................................................................... 18 Project Trip Generation .............................................................................................................................................. 18 Project Trip Distribution and Assignment .............................................................................................................. 18 5. FUTURE VOLUME FORECASTS ...................................................................................................................... 24 City of Newport Beach Approved Projects ........................................................................................................... 24 Ambient Growth ........................................................................................................................................................... 24 TPO Year 2022 Volume Forecasts .......................................................................................................................... 24 6. TPO ANALYSIS ..................................................................................................................................................... 29 TPO Year 2022 One-Percent Threshold Analysis ............................................................................................... 29 TPO Impact Assessment ............................................................................................................................................. 29 7. CONGESTION MANAGEMENT PROGRAM ................................................................................................. 32 Background .................................................................................................................................................................... 32 CMP-Monitored Intersections .................................................................................................................................. 32 Requirements for Improvements .............................................................................................................................. 32 Criteria for Preparation of CMP Impact Analysis ................................................................................................. 32 8. SITE ACCESS AND CIRCULATION .................................................................................................................. 33 Site Access ...................................................................................................................................................................... 33 On-Site Circulation ....................................................................................................................................................... 33 9. CONCLUSIONS .................................................................................................................................................... 34 Project Trip Generation .............................................................................................................................................. 34 TPO Impact Analysis .................................................................................................................................................... 34 Congestion Management Program .......................................................................................................................... 34 Site Access and Circulation ........................................................................................................................................ 34 105 1400 Bristol Street Medical Offices Traffic Impact Analysis ii 19344 APPENDICES Appendix A Glossary Appendix B Volume Count Worksheets Appendix C Level of Service Worksheets Appendix D Approved Projects List Appendix E TPO One-Percent Threshold Analysis LIST OF TABLES Table 1. Existing (2020) Intersection Levels of Service ............................................................................................. 9 Table 2. Project Trip Generation ................................................................................................................................... 19 Table 3. TPO One-Percent Threshold Analysis Summary ...................................................................................... 30 Table 4. TPO Year 2022 Intersection Levels of Service and Impact Assessment ........................................... 31 LIST OF FIGURES Figure 1. Project Location Map .......................................................................................................................................... 2 Figure 2. Site Plan .................................................................................................................................................................. 3 Figure 3. Existing Lane Geometry and Intersection Traffic Controls ....................................................................... 8 Figure 4. Existing Pedestrian Facilities .......................................................................................................................... 10 Figure 5. City of Newport Beach Bike Map................................................................................................................. 11 Figure 6. City of Newport Beach Bikeways Master Plan ......................................................................................... 12 Figure 7. Orange County Transportation Authority System Map ......................................................................... 13 Figure 8. City of Newport Beach General Plan Master Plan of Streets and Highways ................................... 14 Figure 9. City of Newport Beach General Plan Roadway Cross-Sections .......................................................... 15 Figure 10. Existing AM Peak Hour Intersection Turning Movement Volumes ..................................................... 16 Figure 11. Existing PM Peak Hour Intersection Turning Movement Volumes ..................................................... 17 Figure 12. Project Outbound Trip Distribution ............................................................................................................. 20 Figure 13. Project Inbound Trip Distribution ................................................................................................................. 21 Figure 14. Project AM Peak Hour Intersection Turning Movement Volumes ...................................................... 22 Figure 15. Project PM Peak Hour Intersection Turning Movement Volumes ...................................................... 23 Figure 16. TPO Year 2022 Without Project AM Peak Hour Intersection Turning Movement Volumes ............................................................................................................................................................... 25 Figure 17. TPO Year 2022 Without Project PM Peak Hour Intersection Turning Movement Volumes ............................................................................................................................................................... 26 Figure 18. TPO Year 2022 With Project AM Peak Hour Intersection Turning Movement Volumes............. 27 Figure 19. TPO Year 2022 With Project PM Peak Hour Intersection Turning Movement Volumes ............. 28 106 1400 Bristol Street Medical Offices Traffic Impact Analysis iii 19344 EXECUTIVE SUMMARY The purpose of this traffic impact analysis is to assess traffic operations resulting from development of the proposed 1400 Bristol Street Medical Offices project in accordance with City of Newport Beach Traffic Phasing Ordinance (TPO) requirements and, if necessary, identify improvements to address project-related Level of Service impacts. In addition to existing conditions, this report analyzes forecast traffic conditions for year 2022 (one year after project opening). Although this is a technical report, effort has been made to write the report clearly and concisely. A glossary is provided in Appendix A to assist the reader with terms related to transportation engineering. Project Description The project site is addressed at 1400 and 1420 Bristol Street North, located at the northwest corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with existing office buildings totaling 37,515 square feet. The proposed project involves a remodel of the existing buildings and parking lot to convert the existing 37,515 square feet of office buildings to medical office condominiums. Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. The proposed project is anticipated to be fully operational by year 2021. Existing Conditions The study intersections currently operate at Levels of Service D or better during the peak hours for Existing conditions. Project Trip Generation The existing project site land use is estimated to generate approximately 365 daily trips, including 44 trips during the AM peak hour and 43 trips during the PM peak hour. The proposed project site land use is forecast to generate a total of approximately 1,306 daily trips, including 104 trips during the AM peak hour and 129 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 941 net new daily trips, including 60 net new trips during the AM peak hour and 86 net new trips during the PM peak hour. TPO Impact Analysis The addition of project-generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2022 With Project conditions and no improvements are required. Congestion Management Program Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis. Site Access and Circulation Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. Since Bristol Street North is a one-way street, the project driveway at Bristol Street North will continue to provide right turn 107 1400 Bristol Street Medical Offices Traffic Impact Analysis iv 19344 in/out only access. The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to be adequate. On-site circulation appears adequate as proposed. For the convenience of future patients and to reduce the need for visitors to cross the primary drive aisle through the project site, the project may consider implementing time-restricted/visitor parking only on the parking stalls along the north side of the project building. 108 1400 Bristol Street Medical Offices Traffic Impact Analysis 1 19344 1. INTRODUCTION This section describes the project location, project description, study area, and analysis scenarios. PROJECT DESCRIPTION The project site is addressed at 1400 and 1420 Bristol Street North, located at the northwest corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with existing office buildings totaling 37,515 square feet. Figure 1 shows the project location map. The proposed project involves a remodel of the existing buildings and parking lot to convert the existing 37,515 square feet of office buildings to medical office condominiums. Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. The proposed project is anticipated to be fully operational by year 2021. Figure 2 illustrates the project site plan. STUDY AREA Based on scoping discussions with City of Newport Beach staff, the study area consists of the following study intersections within the City of Newport Beach, three of which share jurisdiction with the City of Irvine: Study Intersections1 Jurisdiction 1. Campus Drive (NS) at Bristol Street North (EW) Newport Beach 2. Irvine Avenue/Campus Drive (NS) at Bristol Street South (EW) Newport Beach 3. Birch Street (NS) at Bristol Street North (EW) Newport Beach 4. Birch Street (NS) at Bristol Street South (EW) Newport Beach 5. MacArthur Boulevard (NS) at Campus Drive (EW) Newport Beach/Irvine 6. MacArthur Boulevard (NS) at Birch Street (EW) Newport Beach 7. MacArthur Boulevard (NS) at Newport Place Dr/Von Karman Avenue (EW) Newport Beach 8. MacArthur Boulevard (NS) at Jamboree Road (EW) Newport Beach/Irvine 9. MacArthur Boulevard (NS) at Bison Avenue (EW) Newport Beach 10. Jamboree Road (NS) at Campus Drive (EW) Newport Beach/Irvine 11. Jamboree Road (NS) at Bristol Street North (EW) Newport Beach 12. Jamboree Road (NS) at Bristol Street South (EW) Newport Beach 13. Jamboree Road (NS) at Eastbluff Drive/University Avenue (EW) Newport Beach ANALYSIS SCENARIOS In accordance with the City of Newport Beach Traffic Phasing Ordinance (TPO), this traffic report evaluates the following analysis scenarios based on one year after the project opening: a) Existing Conditions; b) TPO Year 2022 Without Project; and c) TPO Year 2022 With Project. 1 (NS) = North-South roadway; (EW) = East-West roadway 1 109 Figure 1 Project Location Map 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite 2 110 Figure 2 Site Plan 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344N3111 1400 Bristol Street Medical Offices Traffic Impact Analysis 4 19344 2. METHODOLOGY This section discusses the analysis methodologies used to assess transportation facility performance as adopted by the respective jurisdictional agencies. TRAFFIC PHASING ORDINANCE REQUIREMENTS To establish consistency with the City of Newport Beach General Plan and other City requirements, all proposed land use projects generating 300 or more daily trips are required to prepare a Level of Service analysis for transportation impacts consistent with Chapter 15.40 (Traffic Phasing Ordinance) of the City of Newport Beach Municipal Code. The TPO requires assessment of development project impacts on the City’s arterial circulation system based on the Intersection Capacity Utilization (ICU) methodology. Intersection Capacity Utilization Methodology In accordance with City of Newport Beach requirements, level of service analysis of signalized intersections is based on the ICU methodology. The ICU methodology compares the volume of traffic using the intersection to the capacity of the intersection. The resulting volume-to-capacity (V/C) ratio represents that portion of the hour required to provide sufficient capacity to accommodate all intersection traffic if all approaches operate at capacity. The volume-to-capacity ratio is then correlated to a performance measure known as level of service based on the following thresholds: Level of Service Volume/Capacity Ratio A ≤ 0.60 B 0.61 to 0.70 C 0.71 to 0.80 D 0.81 to 0.90 E 0.91 to 1.00 F > 1.00 Source: Transportation Research Board, Interim Materials on Highway Capacity, Transportation Research Circular No. 212, January 1980. Level of service is used to qualitatively describe the performance of a roadway facility, ranging from Level of service A (free-flow conditions) to Level of Service F (extreme congestion and system failure). The ICU and Level of Service calculations for this study were performed using the Traffix software. In accordance with City of Newport Beach TPO requirements, the ICU calculations assume a lane capacity of 1,600 vehicles per hour per lane and no factor for yellow time. The project-related increase in ICU is rounded to three decimal places and then rounded to two decimal places. PERFORMANCE STANDARDS The City of Newport Beach has established Level of Service D as the minimum acceptable Level of Service for its arterial roadway system, except at the following locations where Level of Service E or better is acceptable: ▪ Any intersection in the Airport Area shared with City of Irvine; ▪ Dover Drive at Coast Highway; ▪ Marguerite Avenue at Coast Highway; and 4 112 1400 Bristol Street Medical Offices Traffic Impact Analysis 5 19344 ▪ Goldenrod Avenue at Coast Highway. NEED FOR IMPROVEMENTS In accordance with the City’s TPO, the following criteria are used to determine if a proposed project will result in a substantial Level of Service impact and is required to provide improvements/corrective measures: ▪ A substantial project impact is defined to occur if the addition of project-generated trips is forecast to cause/worsen a deficient intersection operation (generally Level of Service E or F) and increase the intersection capacity utilization by one percent or more of capacity (i.e., V/C increases by 0.010 or more). If a project is forecast to cause or worsen a Level of Service impact, the project must construct or provide funding for improvements, to the extent feasible, such that the project-related increase in capacity utilization does not exceed the City-established criteria. 5 113 1400 Bristol Street Medical Offices Traffic Impact Analysis 6 19344 3. EXISTING CONDITIONS EXISTING ROADWAY SYSTEM Figure 3 identifies the lane geometry and intersection traffic controls for existing conditions based on a field survey of the study area. Regional access to the project area is provided by the San Joaquin Hills Corridor (State Route 73) freeway south of the project site running between Bristol Street North and Bristol Street South. The key north-south roadways providing local circulation are Irvine Avenue, Campus Drive, Birch Street, MacArthur Boulevard, and Jamboree Road. The key east-west roadways providing local circulation are Bristol Street North, Bristol Street South, Newport Place Drive, Von Karman Avenue, Bison Avenue, Eastbluff Drive, and University Avenue. PEDESTRIAN FACILITIES Existing pedestrian facilities in the project vicinity are shown on Figure 4. BICYCLE ROUTES On-street bicycle facilities are provided in the project area along Bristol Street North. The City of Newport Beach Bike Map is depicted on Figure 5, and shows the on-street bike lanes and sidewalks where bike riding is permitted located near the project site. Figure 6 exhibits the City of Newport Beach Bikeways Master Plan. This figure shows the Class I through Class IV bikeways within the City. Bristol Street North adjacent to the project site is classified as a Class I (Off-Road Paved) Bikeway (sidewalk riding is permitted). TRANSIT FACILITIES Figure 7 shows the existing transit routes available in the project vicinity. As shown on Figure 7, Orange County Transportation Authority Route 57 services Bristol Street North adjacent to the project site. A bus stop is located along Bristol Street North adjacent to the project site at the northwest corner of the Spruce Street and Bristol Street North intersection. GENERAL PLAN CONTEXT Figure 8 shows the City of Newport Beach General Plan Master Plan of Streets and Highways roadway classifications map. This figure shows the nature and extent of arterial and collector highways that are needed to adequately serve the ultimate development depicted by the Land Use Element of the General Plan. The City of Newport Beach General Plan roadway cross-sections are depicted on Figure 9. EXISTING TRAFFIC VOLUMES Existing peak hour intersection volumes were developed from intersection turning movement counts primarily collected in January/February 2019 during typical weekday AM and PM peak periods of commuter traffic, with exception of the MacArthur Boulevard at Bison Avenue intersection that was counted in May 2018. The AM peak period was counted between 7:00 AM and 9:00 AM and the PM peak period was counted between 4:30 PM and 6:30 PM. The actual peak hour within the peak period is the four consecutive 15-minute periods with the highest total volume of all approaches. Thus, the PM peak hour at one intersection may occur at 4:45 PM to 5:45 PM if those four consecutive 15-minute periods have the highest combined volume. Count worksheets are provided in Appendix B. Based on the project’s application date, existing volume and Level of Service conditions were established for year 2020. Existing (2020) intersection volumes were developed by applying the City’s Regional Traffic Annual Growth Rate of one percent (1.0%) per year to the measured volumes along applicable arterial highways (Irvine 6 114 1400 Bristol Street Medical Offices Traffic Impact Analysis 7 19344 Avenue, Jamboree Road, and MacArthur Boulevard). This equates to a growth factor of 1.01 along those arterials with counts conducted in 2019 and a growth factor of 1.02 along those arterials with counts conducted in 2018. Intersection volumes shown in the figures and Level of Service calculations throughout this report are based on the measured count data with the adjustments for Existing (2020) conditions as described herein. The current COVID-19 pandemic and associated public health orders have generally resulted in a decrease in traffic volumes. Additionally, it is anticipated that the pandemic may have a lasting effect on travel behavior, such as an increase telecommuting that may sustain lower peak hour volumes compared to pre-pandemic conditions. Therefore, use of the 2018/2019 counts with application the City’s Regional Traffic Annual Growth Rate along the applicable arterials is considered to provide a conservative estimate of Existing (2020) conditions. Figure 10 and Figure 11 show the Existing AM peak hour and PM peak hour intersection turning movement volumes. EXISTING INTERSECTION LEVEL OF SERVICE Existing intersection Levels of Service are summarized in Table 1. Detailed Level of Service worksheets are provided in Appendix C. As shown in Table 1, the study intersections currently operate at Levels of Service D or better during the peak hours for Existing (2020) conditions. 7 115 Figure 3 Existing Lane Geometry and Intersection Traffic Controls 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite Traffic Signal #-Lane Divided Roadway #-Lane Undivided Roadway Existing Lane Right Turn Overlap Free Right Turn Lane Legend #D #U RTO F 5 MacArthur Blvd (NS)/ Campus Dr (EW) 6 MacArthur Blvd (NS)/ Birch St (EW) 7 MacArthur Blvd (NS)/ Von Karman Ave (EW) 8 MacArthur Blvd (NS)/ Jamboree Rd (EW) 1 Campus Dr (NS)/ Bristol St N (EW) 2 Campus Dr (NS)/ Bristol St S (EW) 9 MacArthur Blvd (NS)/ Bison Ave (EW) 3 Birch St (NS)/ Bristol St N (EW) 10 Jamboree Rd (NS)/ Campus Dr (EW) 11 Jamboree Rd (NS)/ Bristol St N (EW) 4 Birch St (NS)/ Bristol St S (EW) 12 Jamboree Rd (NS)/ Bristol St S (EW) 13 Jamboree Rd (NS)/ University Dr (EW) N F FFRTOF RTO F #-Lanes (One-Way)# 4D 6D 4D 6D 4 4 4 4 4 3 3 4U 6D 4D 4D 4D 8D 8D 6D 4D 4D 4D 4D 4D 4D 6D 6D 7D 7D 7D 7D 8D 6D 6D 6D 6D 7D 8D 4D 4U SPLITSPLITSPLITSPLITSplit Signal PhasingSPLIT d De Facto Turn Laned F FREE RTO8 116 V/C2 LOS3 V/C2 LOS3 1. Campus Dr (NS) at Bristol St North (EW)TS 0.54 A 0.68 B 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)TS 0.68 B 0.52 A 3. Birch St (NS) at Bristol St North (EW)TS 0.64 B 0.55 A 4. Birch St (NS) at Bristol St South (EW)TS 0.48 A 0.48 A 5.MacArthur Blvd (NS) at Campus Dr (EW)4 TS 0.48 A 0.81 D 6. MacArthur Blvd (NS) at Birch St (EW)TS 0.36 A 0.56 A 7. MacArthur Blvd (NS) at Newport Pl Dr/Von Karman Ave (EW)TS 0.55 A 0.52 A 8.MacArthur Blvd (NS) at Jamboree Rd (EW)4 TS 0.58 A 0.67 B 9. MacArthur Blvd (NS) at Bison Ave (EW)TS 0.67 B 0.58 A 10.Jamboree Rd (NS) at Campus Dr (EW)4 TS 0.60 A 0.61 B 11. Jamboree Rd (NS) at Bristol St North (EW)TS 0.38 A 0.46 A 12. Jamboree Rd (NS) at Bristol St South (EW)TS 0.67 B 0.62 B 13. Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW)TS 0.62 B 0.53 A Notes: (1) TS = Traffic Signal (2) V/C = Volume/Capacity (3) LOS = Level of Service (4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. Table 1 Existing (2020) Intersection Levels of Service ID Study Intersection Traffic Control1 PM Peak HourAM Peak Hour 1400 Bristol Street Medical Offices Traffic Impact Analysis 193449117 Figure 4 Existing Pedestrian Facilities 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N Sidewalk Legend Cross Walk Bus StopB B Site SPRUCE STB RIS T O L ST N 10 118 Figure 5 City of Newport Beach Bike Map 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N Source: City of Newport Beach Site 11 119 Figure 6 City of Newport Beach Bikeways Master Plan 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N Source: City of Newport Beach Site Note: Class I includes sidewalk bikeways adjacent to the street. 12 120 Figure 7 Orange County Transportation Authority System Map 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N Source: Orange County Transportation Authority Site 13 121 Figure 8 City of Newport Beach General Plan Master Plan of Streets and Highways 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N Source: City of Newport Beach Site 14 122 Figure 9 City of Newport Beach General Plan Roadway Cross-Sections 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 Source: City of Newport Beach 15 123 Figure 10 Existing AM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N 5 MacArthur Blvd (NS)/ Campus Dr (EW)555817532186220946075971 3916471 6 MacArthur Blvd (NS)/ Birch St (EW)3362580836711668431964 2711655 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)4681569252419124177232 1659620 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)176913543653882634341017181 327735203 1 Campus Dr (NS)/ Bristol St N (EW)48216052752402081077238 2 Campus Dr (NS)/ Bristol St S (EW)1114285963789801818464 9 MacArthur Blvd (NS)/ Bison Ave (EW)2672328137442319222214222199 49723780 3 Birch St (NS)/ Bristol St N (EW)961051103983871306203 10 Jamboree Rd (NS)/ Campus Dr (EW)109113019816417821387319750 327283100 11 Jamboree Rd (NS)/ Bristol St N (EW)72116487647124094 Birch St (NS)/ Bristol St S (EW)3853811653267551213209 12 Jamboree Rd (NS)/ Bristol St S (EW)18562169712285271398 13 Jamboree Rd (NS)/ University Dr (EW)88124322196152340443010344 223147170 16 124 Figure 11 Existing PM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N 5 MacArthur Blvd (NS)/ Campus Dr (EW)20410875215794358331531964 781038209 6 MacArthur Blvd (NS)/ Birch St (EW)120866314886716730427742 109500210 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)37802276579174798141194 6128989 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)261671315153145339125094851 4571004200 1 Campus Dr (NS)/ Bristol St N (EW)437696101211602671803111 2 Campus Dr (NS)/ Bristol St S (EW)67025920610644601001556 9 MacArthur Blvd (NS)/ Bison Ave (EW)14523611431602499231188210205 256215109 3 Birch St (NS)/ Bristol St N (EW)1423584436614581477119 10 Jamboree Rd (NS)/ Campus Dr (EW)7411524871851356144175586192 202334152 11 Jamboree Rd (NS)/ Bristol St N (EW)73514858369077484 Birch St (NS)/ Bristol St S (EW)1683192457252581117112 12 Jamboree Rd (NS)/ Bristol St S (EW)1838779749618601029 13 Jamboree Rd (NS)/ University Dr (EW)46151320914315004272159021 238111136 17 125 1400 Bristol Street Medical Offices Traffic Impact Analysis 18 19344 4. PROJECT FORECASTS This section describes how project trip generation, trip distribution, and trip assignment forecasts were developed. The forecast project volumes are illustrated on figures contained in this section. PROJECT TRIP GENERATION Table 2 shows the project trip generation based upon trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition, 2017). Based on review of the ITE land use description, trip generation rates for general office building (Land Use Code 710) and medical-dental office building (Land Use Code 720) were determined to adequately represent the existing and proposed land uses and were selected for use in this analysis. The project trip generation forecast is determined by multiplying the trip generation rates by the land use quantities. As shown in Table 2, the existing project site land use is estimated to generate approximately 365 daily trips, including 44 trips during the AM peak hour and 43 trips during the PM peak hour. The proposed project site land use is forecast to generate a total of approximately 1,306 daily trips, including 104 trips during the AM peak hour and 129 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 941 net new daily trips, including 60 net new trips during the AM peak hour and 86 net new trips during the PM peak hour. PROJECT TRIP DISTRIBUTION AND ASSIGNMENT Figure 12 and Figure 13 show the forecast directional distribution patterns for the project generated trips. The project trip distribution patterns were developed in consultation with City of Newport Beach staff based on review of existing volume data, surrounding land uses, and the local and regional roadway facilities in the project vicinity. The project-generated AM and PM peak hour intersection turning movement volumes are shown on Figure 14 and Figure 15. 18 126 % In % Out Rate % In % Out Rate General Office Building ITE 710 TSF 86% 14% 1.16 16% 84% 1.15 9.74 Medical-Dental Office Building ITE 720 TSF 78% 22% 2.78 28% 72% 3.46 34.80 In Out Total In Out Total Existing General Office Building 37.515 TSF 38 6 44 7 36 43 365 Proposed Medical-Dental Office Building 37.515 TSF 81 23 104 36 93 129 1,306 NET PROJECT TRIPS GENERATED +43 +17 +60 +29 +57 +86 +941 Notes: (1) ITE = Institute of Transportation Engineers Trip Generation Manual (10th Edition, 2017); ### = Land Use Code (2) TSF = Thousand Square Feet Daily Trip Generation Rates Trips Generated Daily Table 2 Project Trip Generation Land Use Quantity Unit2 AM Peak Hour PM Peak Hour Land Use Source1 Unit2 AM Peak Hour PM Peak Hour 1400 Bristol Street Medical Offices Traffic Impact Analysis 1934419127 UNIVERSITY DR Site Figure 12 Project Outbound Trip Distribution 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RI ST O L ST N B RI STOL ST S BISONAVESPRUCE ST73 73 100% 15% 10% 5% 15% 20% 15% 50% 20% 15% AVEIRVINE EASTBLUFF DRMESA DR Percent From Project Legend 10% SA N J OA Q U I N H I L L S CORR I DOR20 128 UNIVERSITY DR SA N J OA Q U I N H I L L S CORR I DORSite Figure 13 Project Inbound Trip Distribution 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344 N JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RI ST O L ST N B RI STOL ST S BISONAVESPRUCE ST73 73 100% 15% 35% 20% 15% AVEIRVINE EASTBLUFF DRMESA DR Percent To Project Legend 10% 15%5%10% 20% 15% 50% 21 129 Figure 14 Project AM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N Von Karman Ave (EW) 5 MacArthur Blvd (NS)/ Campus Dr (EW)020040000 000 6 MacArthur Blvd (NS)/ Birch St (EW)000040210 000 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)000040000 200 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)900006033 060 1 Campus Dr (NS)/ Bristol St N (EW)0000330 2 Campus Dr (NS)/ Bristol St S (EW)0603090 9 MacArthur Blvd (NS)/ Bison Ave (EW)090030000 000 3 Birch St (NS)/ Bristol St N (EW)0000963 10 Jamboree Rd (NS)/ Campus Dr (EW)030060000 000 11 Jamboree Rd (NS)/ Bristol St N (EW)22600214 Birch St (NS)/ Bristol St S (EW)00900150 12 Jamboree Rd (NS)/ Bristol St S (EW)6002103 13 Jamboree Rd (NS)/ University Dr (EW)060030000 000 22 130 Figure 15 Project PM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N 5 MacArthur Blvd (NS)/ Campus Dr (EW)060030000 000 6 MacArthur Blvd (NS)/ Birch St (EW)000030630 000 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)000030000 100 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)6000040911 040 1 Campus Dr (NS)/ Bristol St N (EW)00009110 2 Campus Dr (NS)/ Bristol St S (EW)0409060 9 MacArthur Blvd (NS)/ Bison Ave (EW)0600110000 000 3 Birch St (NS)/ Bristol St N (EW)000029209 10 Jamboree Rd (NS)/ Campus Dr (EW)090040000 000 11 Jamboree Rd (NS)/ Bristol St N (EW)152000144 Birch St (NS)/ Bristol St S (EW)002900100 12 Jamboree Rd (NS)/ Bristol St S (EW)4003009 13 Jamboree Rd (NS)/ University Dr (EW)040090000 000 23 131 1400 Bristol Street Medical Offices Traffic Impact Analysis 24 19344 5. FUTURE VOLUME FORECASTS This section describes how future volume forecasts for the TPO scenarios were developed. Forecast study area volumes are illustrated on figures contained in this section. CITY OF NEWPORT BEACH APPROVED PROJECTS The City of Newport Beach staff provided a list of approved projects within the study area for use in the TPO analysis. The approved project list consists of future developments that have been approved, but have not been fully constructed and occupied. The approved project data is contained in Appendix D. Trips associated with the following 18 projects are included in the TPO analysis: ▪ Fashion Island Expansion ▪ Temple Bat Yahm Expansion ▪ Hoag Hospital Phase III ▪ St. Mark Presbyterian Church ▪ 2300 Newport Blvd (Vue) ▪ Hoag Health Center 500-540 Superior ▪ North Newport Center ▪ 328 Old Newport Medical Office GPA ▪ Mariner’s Pointe 23,105 SQ FT Commercial Center ▪ Uptown Newport (Phase 2) ▪ Uptown Newport (Phase 1) ▪ Back Bay Landing 300 ECH ▪ Birch Newport Executive Center ▪ Ebb Tide Residential ▪ ENC Pre-School ▪ Balboa Marina West ▪ Newport Crossings ▪ Vivante Senior Center AMBIENT GROWTH To account for ambient growth on roadways, existing volumes were increased by a growth rate of one percent (1.0%) per year through year 2022 along applicable arterial highways (Irvine Avenue, Jamboree Road, and MacArthur Boulevard) in accordance with the City of Newport Beach Regional Traffic Annual Growth Rate. This equates to a growth factor of 1.03 along arterials with counts conducted in 2019 and a growth factor of 1.04 along arterials with counts conducted in 2018. TPO YEAR 2022 VOLUME FORECASTS TPO Year 2022 Without Project volume forecasts were developed by adding ambient growth and approved projects trips to existing volumes. TPO Year 2022 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 16 and Figure 17. TPO Year 2022 With Project volume forecasts were developed by adding project-generated trips to TPO Year 2022 Without Project volumes. TPO Year 2022 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 18 and Figure 19. 24 132 Figure 16 TPO Year 2022 Without Project AM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N 5 MacArthur Blvd (NS)/ Campus Dr (EW)566967633192021346075971 3916484 6 MacArthur Blvd (NS)/ Birch St (EW)34679818971917211232864 2712291 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)4787770653469127177232 1659620 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)179940563764202774491084184 407983242 1 Campus Dr (NS)/ Bristol St N (EW)48216102792402391216238 2 Campus Dr (NS)/ Bristol St S (EW)1137294964139841824464 9 MacArthur Blvd (NS)/ Bison Ave (EW)2732394147452414229216227200 51323880 3 Birch St (NS)/ Bristol St N (EW)9810531191143981460206 10 Jamboree Rd (NS)/ Campus Dr (EW)147132621316718431417319758 329283100 11 Jamboree Rd (NS)/ Bristol St N (EW)74217267968135724 Birch St (NS)/ Bristol St S (EW)3893841733447551213215 12 Jamboree Rd (NS)/ Bristol St S (EW)19312279812565361427 13 Jamboree Rd (NS)/ University Dr (EW)90131123098166741243010344 223147170 25 133 Figure 17 TPO Year 2022 Without Project PM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N 5 MacArthur Blvd (NS)/ Campus Dr (EW)208117553174105559431531964 781038216 6 MacArthur Blvd (NS)/ Birch St (EW)123921328793817231828642 109507226 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)38863281589854898141194 6128989 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)2667043981941490405260121652 4991138225 1 Campus Dr (NS)/ Bristol St N (EW)437705101411602811874111 2 Campus Dr (NS)/ Bristol St S (EW)68529720610794681005556 9 MacArthur Blvd (NS)/ Bison Ave (EW)15224721641632577246193213207 262219109 3 Birch St (NS)/ Bristol St N (EW)1503684506664641555123 10 Jamboree Rd (NS)/ Campus Dr (EW)9412555021881560147175586231 214334152 11 Jamboree Rd (NS)/ Bristol St N (EW)75617688839658424 Birch St (NS)/ Bristol St S (EW)1863372487352581153116 12 Jamboree Rd (NS)/ Bristol St S (EW)198578103311288671065 13 Jamboree Rd (NS)/ University Dr (EW)47167622014616054362159021 245111136 26 134 Figure 18 TPO Year 2022 With Project AM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N 5 MacArthur Blvd (NS)/ Campus Dr (EW)566987633192421346075971 3916484 6 MacArthur Blvd (NS)/ Birch St (EW)34679818972317211432964 2712291 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)4787770653473127177232 1679620 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)188940563764202834491087187 407989242 1 Campus Dr (NS)/ Bristol St N (EW)48216102792402421219238 2 Campus Dr (NS)/ Bristol St S (EW)1137300964169841833464 9 MacArthur Blvd (NS)/ Bison Ave (EW)2732403147452417229216227200 51323880 3 Birch St (NS)/ Bristol St N (EW)9810531191144071466209 10 Jamboree Rd (NS)/ Campus Dr (EW)147132921316718491417319758 329283100 11 Jamboree Rd (NS)/ Bristol St N (EW)76417327968135934 Birch St (NS)/ Bristol St S (EW)3893841823447551228215 12 Jamboree Rd (NS)/ Bristol St S (EW)19372279812775361430 13 Jamboree Rd (NS)/ University Dr (EW)90131723098167041243010344 223147170 27 135 Figure 19 TPO Year 2022 With Project PM Peak Hour Intersection Turning Movement Volumes 1400 Bristol Street Medical OfficesTraffic Impact Analysis 19344JAMBOREE RDBIRCH STCAMPUS DRMACARTHUR BLVDVON KARMAN AVEB RIST O L ST N B RISTO L ST S AVEIRVINE BISONAVESPRUCE ST1 2 4 3 5 6 7 12 11 8 10 13 9 Study Intersection Legend # 73 73 EASTBLUFF DRMESA DR UNIVERSITY DR S AN J OA QU I N H IL L S C ORR I D ORSite N 5 MacArthur Blvd (NS)/ Campus Dr (EW)208118153174105859431531964 781038216 6 MacArthur Blvd (NS)/ Birch St (EW)123921328794117232428942 109507226 7 MacArthur Blvd (NS)/ Von Karman Ave (EW)38863281589884898141194 6138989 8 MacArthur Blvd (NS)/ Jamboree Rd (EW)2727043981941490409260122563 4991142225 1 Campus Dr (NS)/ Bristol St N (EW)437705101411602901885111 2 Campus Dr (NS)/ Bristol St S (EW)68530120610884681011556 9 MacArthur Blvd (NS)/ Bison Ave (EW)15224781641632588246193213207 262219109 3 Birch St (NS)/ Bristol St N (EW)1503684506664931575132 10 Jamboree Rd (NS)/ Campus Dr (EW)9412645021881564147175586231 214334152 11 Jamboree Rd (NS)/ Bristol St N (EW)77117888839658564 Birch St (NS)/ Bristol St S (EW)1863372777352581163116 12 Jamboree Rd (NS)/ Bristol St S (EW)198978103311588671074 13 Jamboree Rd (NS)/ University Dr (EW)47168022014616144362159021 245111136 28 136 1400 Bristol Street Medical Offices Traffic Impact Analysis 29 19344 6. TPO ANALYSIS Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C. TPO YEAR 2022 ONE-PERCENT THRESHOLD ANALYSIS Table 3 summarizes the City of Newport Beach TPO one-percent threshold analysis. In accordance with the City of Newport Beach TPO requirements, if project-generated peak hour approach volumes are greater than or equal to one percent of the forecast peak hour volumes on any approach of an intersection, then a detailed ICU analysis is required to assess the project-related change in ICU. The TPO one-percent analysis calculation worksheets are contained in Appendix E. The following 6 intersections are forecast to exceed the TPO one-percent threshold and require ICU analysis: 3. Birch Street (NS) at Bristol Street North (EW) 4. Birch Street (NS) at Bristol Street South (EW) 6. MacArthur Boulevard (NS) at Birch Street (EW) 8. MacArthur Boulevard (NS) at Jamboree Road (EW) 11. Jamboree Road (NS) at Bristol Street North (EW) 12. Jamboree Road (NS) at Bristol Street South (EW) TPO IMPACT ASSESSMENT ICU and Levels of Service at the applicable study intersections for TPO Year 2022 Without and With Project conditions are shown in Table 4. As shown in Table 4, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for TPO Year 2022 Without and With Project conditions. Table 4 also calculates the net change in ICU at the applicable study intersections for TPO Year 2022 With Project conditions. As shown in Table 4, the addition of project-generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2022 With Project conditions and no improvements are required. 29 137 Northbound Southbound Eastbound Westbound AM No No No No PM No No No No AM No No No No PM No No No No AM No No No No PM No No No Yes AM No Yes No No PM No Yes No No AM No No No No PM No No No No AM No No No No PM No No Yes No AM No No No No PM No No No No AM No No No No PM No No Yes No AM No No No No PM No No No No AM No No No No PM No No No No AM No Yes No No PM Yes No No No AM No No No No PM No No Yes No AM No No No No PM No No No No Notes: MacArthur Blvd (NS) at Jamboree Rd (EW)4 Jamboree Rd (NS) at Campus Dr (EW)4 Jamboree Rd (NS) at Bristol St South (EW) (1) If the project is forecast to contribute 1% or more of the projected TPO analysis year peak hour volume, then detailed Intersection Capacity Utilization analysis is required in accordance with the City of Newport Beach Traffic Phasing Ordinance. 1. 2. Campus Dr (NS) at Bristol St North (EW) Irvine Ave/Campus Dr (NS) at Bristol St South (EW) 3. 4. 5. 6. 7. 8. 9. 10. Birch St (NS) at Bristol St North (EW) Birch St (NS) at Bristol St South (EW) MacArthur Blvd (NS) at Campus Dr (EW)4 MacArthur Blvd (NS) at Birch St (EW) MacArthur Blvd (NS) at Newport Pl Dr/Von Karman Ave (EW) Table 3 TPO One-Percent Threshold Analysis Summary ID Study Intersection Peak Hour Project Trips Exceed One Percent?1 MacArthur Blvd (NS) at Bison Ave (EW) 11. Jamboree Rd (NS) at Bristol St North (EW) 12. 13. Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) 1400 Bristol Street Medical Offices Traffic Impact Analysis 1934430138 V/C2 LOS3 V/C2 LOS3 V/C2 LOS3 V/C2 LOS3 AM PM 3. Birch St (NS) at Bristol St North (EW)TS 0.68 B 0.57 A 0.68 B 0.58 A 0.00 +0.01 No 4. Birch St (NS) at Bristol St South (EW)TS 0.48 A 0.49 A 0.49 A 0.50 A +0.01 +0.01 No 6. MacArthur Blvd (NS) at Birch St (EW)TS 0.39 A 0.61 B 0.39 A 0.61 B 0.00 0.00 No 8.MacArthur Blvd (NS) at Jamboree Rd (EW)4 TS 0.64 B 0.71 C 0.64 B 0.72 C 0.00 +0.01 No 11. Jamboree Rd (NS) at Bristol St North (EW)TS 0.41 A 0.50 A 0.42 A 0.51 A +0.01 +0.01 No 12. Jamboree Rd (NS) at Bristol St South (EW)TS 0.69 B 0.67 B 0.69 B 0.68 B 0.00 +0.01 No Notes: (1) TS = Traffic Signal (2) V/C = Volume/Capacity (3) LOS = Level of Service (4) Level of Service E is acceptable; shared jurisdiction with City of Irvine. AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Table 4 TPO Year 2022 Intersection Levels of Service and Impact Assessment ID Study Intersection Traffic Control1 TPO Without Project TPO With Project V/C Increase Significant Impact 1400 Bristol Street Medical Offices Traffic Impact Analysis 1934431139 1400 Bristol Street Medical Offices Traffic Impact Analysis 32 19344 7. CONGESTION MANAGEMENT PROGRAM This section provides analysis of the project impacts at County facilities in accordance with typical Orange County Congestion Management Program (CMP) requirements. BACKGROUND The Orange County CMP is a result of Proposition 111, which was a statewide initiative approved by the voters in June 1990. To prevent gas tax revenues from being used to promote future development, the legislation requires that a traffic impact analysis be prepared for new development. The traffic impact analysis is prepared to monitor and mitigate traffic impacts caused by new development. In Orange County, the Measure M Growth Management Program requires similar efforts; however, compliance with the CMP is required for local jurisdictions to receive Measure M2 funds. The Legislature requires that adjacent jurisdictions use a standard methodology for conducting a traffic impact analysis. Although details vary from one county to another, the general approach selected by each county for conducting traffic impact analyses has common elements. The Orange County CMP uses the Intersection Capacity Utilization methodology for analysis of intersections within the designated CMP roadway system. CMP-MONITORED INTERSECTIONS The following intersections in the City of Newport Beach are part of the CMP Highway System that require monitoring to ensure that Level of Service standards are maintained: ▪ Newport Boulevard at Coast Highway ▪ MacArthur Boulevard at Jamboree Road ▪ MacArthur Boulevard at Coast Highway REQUIREMENTS FOR IMPROVEMENTS To determine whether the addition of project-generated trips results in an operational impact at a CMP study intersection, and thus requires improvements, the Orange County CMP utilizes the following requirements: ▪ An operational project impact is defined to occur when a proposed project is forecast to increase traffic demand at a CMP study facility by more than three percent of capacity (V/C > 0.03), causing or worsening Level of Service F (V/C > 1.00). CRITERIA FOR PREPARATION OF CMP IMPACT ANALYSIS The Orange County CMP uses the following criteria to determine if a proposed development requires analysis: ▪ Development projects forecast to generate 2,400 daily trips or more and have indirect access to a CMP facility; or development projects forecast to generate 1,600 daily trips or more and have direct access to a CMP facility; or ▪ Projects with a potential to create an impact of more than three percent of Level of Service E capacity. Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis. 32 140 1400 Bristol Street Medical Offices Traffic Impact Analysis 33 19344 8. SITE ACCESS AND CIRCULATION This section includes a description of project improvements necessary to provide site access and an evaluation of site access and circulation. SITE ACCESS Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. Since Bristol Street North is a one-way street, the project driveway at Bristol Street North will continue to provide right turn in/out only access. The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to be adequate. Based on the anticipated project trip distribution patterns, the majority the project trips, particularly employee trips during the AM/PM peak hours, are expected to access the site via the project driveway at Bristol Street North. Bristol Street North is a three-lane arterial roadway at the project driveway that connects with other arterial and regional roadway facilities. Westbound traffic along Bristol Street North at the project driveway will operate in free-flow conditions. Right turns into the project site from Bristol Street North will have no conflicting vehicular movements and are therefore expected to cause minimal to no delays along Bristol Street North. Site access via the project driveway at Spruce Street is not anticipated to be heavily utilized since the project site provides direct access to the arterial roadway network at Bristol Street North. Spruce Street is a short, four-lane undivided local street. Although there is no dedicated left turn lane into the project site from Spruce Street, there is a second through lane that would allow through vehicles to pass any project trips waiting to enter the site. Based on the minimal number of project trips anticipated to use the project driveway at Spruce Street, the existing lane configurations are anticipated to be adequate. ON-SITE CIRCULATION The proposed project site plan indicates on-site drive aisles will be a minimum of 24 feet along the drive aisles with perpendicular parking spaces, which is generally adequate for two-way circulation and provides sufficient spaces for most vehicles to back out and conveniently exit the parking stall. The project site plan proposes two one-way drive aisles with 45-degree angled parking and drive aisles measuring a minimum of 13 feet in width. The final parking layout will be reviewed and approved by the City of Newport Beach. In accordance with the City of Newport Beach Municipal Code development standards for parking areas (Section 20.40.070.A.1c), both project driveways provide a minimum set back of five (5) feet between the property line and the first parking space accessed from a public street. Additionally, there are no dead-end drive aisles that would require turnaround areas. On-site circulation appears adequate as proposed. For the convenience of future patients and to reduce the need for visitors to cross the primary drive aisle through the project site, the project may consider implementing time-restricted/visitor parking only on the parking stalls along the north side of the project building. 33 141 1400 Bristol Street Medical Offices Traffic Impact Analysis 34 19344 9. CONCLUSIONS This section summarizes the findings and mitigation measures (if any) identified in previous sections of this study. PROJECT TRIP GENERATION The existing project site land use is estimated to generate approximately 365 daily trips, including 44 trips during the AM peak hour and 43 trips during the PM peak hour. The proposed project site land use is forecast to generate a total of approximately 1,306 daily trips, including 104 trips during the AM peak hour and 129 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 941 net new daily trips, including 60 net new trips during the AM peak hour and 86 net new trips during the PM peak hour. TPO IMPACT ANALYSIS The addition of project-generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2022 With Project conditions and no improvements are required. CONGESTION MANAGEMENT PROGRAM Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis. SITE ACCESS AND CIRCULATION Vehicular access is proposed to be maintained at Bristol Street North and Spruce Street. Since Bristol Street North is a one-way street, the project driveway at Bristol Street North will continue to provide right turn in/out only access. The project driveway at Spruce Street will continue to provide full access. Based on review of the adjacent development and lane configurations along Bristol Street North and Spruce Street, the existing lane configurations are anticipated to be adequate. On-site circulation appears adequate as proposed. For the convenience of future patients and to reduce the need for visitors to cross the primary drive aisle through the project site, the project may consider implementing time-restricted/visitor parking only on the parking stalls along the north side of the project building. 34 142 APPENDICES Appendix A Glossary Appendix B Volume Count Worksheets Appendix C Level of Service Worksheets Appendix D Approved Projects List Appendix E TPO One-Percent Threshold Analysis Apx-1 143 APPENDIX A GLOSSARY Apx-2 144 ACRONYMS AC Acres ADT Average Daily Traffic Caltrans California Department of Transportation DU Dwelling Unit ICU Intersection Capacity Utilization GFA Gross Floor Area LOS Level of Service PCE Passenger Car Equivalent SP Service Population TSF Thousand Square Feet V/C Volume/Capacity VMT Vehicle Miles Traveled TERMS AVERAGE DAILY TRAFFIC: The average 24-hour volume for a stated period divided by the number of days in that period. For example, Annual Average Daily Traffic is the total volume during a year divided by 365 days. BANDWIDTH: The number of seconds of green time available for through traffic in a signal progression. BOTTLENECK: A point of constriction along a roadway that limits the amount of traffic that can proceed downstream from its location. CAPACITY: The maximum number of vehicles that can be reasonably expected to pass over a given section of a lane or a roadway in a given time period. CHANNELIZATION: The separation or regulation of conflicting traffic movements into definite paths of travel by the use of pavement markings, raised islands, or other suitable means to facilitate the safe and orderly movements of both vehicles and pedestrians. CLEARANCE INTERVAL: Equal to the yellow plus all-red time, if any, when a traffic signal changes between phases (i.e., the amount of time between the end of a green light from one movement to the beginning of a green light for the next). Nearly same as yellow time. If there is an all red interval after the end of a yellow, then that is also added into the clearance interval. CONTROL DELAY: The component of delay, typically expressed in seconds per vehicle, resulting from the type of traffic control at an intersection. Control delay is measured by comparison with the uncontrolled condition; it includes delay incurred by slowing down, stopping/waiting, and speeding up. CORDON: An imaginary line around an area across which vehicles, persons, or other items are counted (in and out). CORNER SIGHT DISTANCE: The minimum sight distance required by the driver of a vehicle to cross or enter the lanes of the major roadway without requiring approaching traffic traveling at a given speed to radically alter their speed or trajectory. CYCLE LENGTH: The time period (in seconds) required for a traffic signal to complete one full cycle of indications. Apx-3 145 CUL-DE-SAC: A local street open at one end only and with special provisions for turning around. DAILY CAPACITY: A theoretical value representing the daily traffic volume that will typically result in a peak hour volume equal to the capacity of the roadway. DELAY: The time consumed while traffic is impeded in its movement by some element over which it has no control, usually expressed in seconds per vehicle. DEMAND RESPONSIVE SIGNAL: Same as traffic-actuated signal. DENSITY: The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any given instant. Usually expressed in vehicles per mile. DETECTOR: A device that responds to a physical stimulus and transmits a resulting impulse to the signal controller. DESIGN SPEED: A speed selected for purposes of design. Features of a highway, such as curvature, superelevation, and sight distance (upon which the safe operation of vehicles is dependent) are correlated to design speed. DIRECTIONAL SPLIT: The percent of traffic in the peak direction at any point in time. DIVERSION: The rerouting of peak hour traffic to avoid congestion. FORCED FLOW: Opposite of free flow. FREE FLOW: Volumes are well below capacity. Vehicles can maneuver freely and travel is unimpeded by other traffic. GAP: Time or distance between successive vehicles in a traffic stream, rear bumper to front bumper. HEADWAY: Time or distance spacing between successive vehicles in a traffic stream, front bumper to front bumper. INTERCONNECTED SIGNAL SYSTEM: A number of intersections that are connected to achieve signal progression. LEVEL OF SERVICE: A qualitative measure of a number of factors, which include speed and travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience, and operating costs. LOOP DETECTOR: A vehicle detector consisting of a loop of wire embedded in the roadway, energized by alternating current and producing an output circuit closure when passed over by a vehicle. MINIMUM ACCEPTABLE GAP: Smallest time headway between successive vehicles in a traffic stream into which another vehicle is willing and able to cross or merge. MULTI-MODAL: More than one mode; such as automobile, bus transit, rail rapid transit, and bicycle transportation modes. OFFSET: The time interval in seconds between the beginning of green at one intersection and the beginning of green at an adjacent intersection. PLATOON: A closely grouped component of traffic that is composed of several vehicles moving, or standing ready to move, with clear spaces ahead and behind. Apx-4 146 PASSENGER CAR EQUIVALENT: A metric used to assess the impact of larger vehicles, such as trucks, recreational vehicles, and buses, by converting the traffic volume of larger vehicles to an equivalent number of passenger cars. PEAK HOUR: The 60 consecutive minutes with the highest number of vehicles. PRETIMED SIGNAL: A traffic signal that allocates right-of-way (i.e., green and red lights) based on a predetermined timing/phasing plan, regardless of actual traffic demand at any given moment. Also known as a fixed time signal. PROGRESSION: A term used to describe the progressive movement of traffic through several signalized intersections. QUEUE: The number of vehicles waiting at a service area such as a traffic signal, stop sign, or access gate. QUEUE LENGTH: The length of vehicle queue, typically expressed in feet, waiting at a service area such as a traffic signal, stop sign, or access gate. SCREEN-LINE: An imaginary line or physical feature across which all trips are counted, normally to verify the validity of mathematical traffic models. SHARED/RECIPROCAL PARKING AGREEMENT: A written binding document executed between property owners to provide a designated number of off-street parking stalls within a designated area to be available for specified businesses or land uses. SIGHT DISTANCE: The continuous length of roadway visible to a driver or roadway user. SIGNAL CYCLE: The time period in seconds required for one complete sequence of signal indications. SIGNAL PHASE: The part of the signal cycle allocated to one or more traffic movements. STACKING DISTANCE: The length of area available behind a service area, such as a traffic signal or gate, for vehicle queueing to occur. STARTING DELAY: The delay experienced in initiating the movement of queued traffic from a stop to an average running speed through an intersection. STOPPING SIGHT DISTANCE: The minimum distance required by the driver of a vehicle traveling at a given speed to bring the vehicle to a stop after an object on the road becomes visible, including reaction and response time. TRAFFIC-ACTUATED SIGNAL: A type of traffic signal that directs traffic to stop and go in accordance with the demands of traffic, as registered by the actuation of detectors. TRIP: The movement of a person or vehicle from one location (origin) to another (destination). For example, travel from home to work then work to home consists of two trips, not one. TRIP-END: One end of a trip at either the origin or destination (i.e., each trip has two trip-ends). A trip-end occurs when a person, object, or message is transferred to or from a vehicle. TRIP GENERATION RATE: The rate at which a land use generates trips for a given variable, such per dwelling unit or per thousand square feet. It is calculated as the number of trips entering and exiting a site divided by the land use quantity. Apx-5 147 TRUCK: A vehicle having dual tires on one or more axles or having more than two axles. TURNING RADIUS: The circular arc formed by the smallest turning path radius of the front outside tire of a vehicle, such as that performed by a U-turn maneuver. This is based on the length and width of the wheel base as well as the steering mechanism of the vehicle. UNBALANCED FLOW: Heavier traffic flow in one direction than the other. On a daily basis, most facilities have balanced flow. During the peak hours, flow is seldom balanced in an urban area. VEHICLE MILES OF TRAVEL: A measure of the amount and distance of automobile travel attributable to a project or region. Calculated by multiplying the number of trips by the average trip length. Apx-6 148 APPENDIX B VOLUME COUNT WORKSHEETS Apx-7 149 File Name : H1901006 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: CAMPUS DRIVE E-W Direction: N. BRISTOL STREET Groups Printed- Turning Movements CAMPUS DRIVE Southbound N. BRISTOL STREET Westbound CAMPUS DRIVE Northbound N. BRISTOL STREET Eastbound Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 43 45 0 33 126 22 0 229 98 0 0 0 596 07:15 33 36 0 30 131 36 0 272 97 0 0 0 635 07:30 31 34 0 33 168 45 0 305 122 0 0 0 738 07:45 43 62 0 53 225 37 0 397 114 0 0 0 931 Total 150 177 0 149 650 140 0 1203 431 0 0 0 2900 08:00 57 64 0 51 231 46 0 426 117 0 0 0 992 08:15 62 71 0 72 264 52 0 424 126 0 0 0 1071 08:30 52 64 0 55 311 54 0 390 132 0 0 0 1058 08:45 69 76 0 60 271 56 0 365 107 0 0 0 1004 Total 240 275 0 238 1077 208 0 1605 482 0 0 0 4125 16:30 273 183 0 31 455 61 0 165 130 0 0 0 1298 16:45 302 181 0 37 449 79 0 168 111 0 0 0 1327 Total 575 364 0 68 904 140 0 333 241 0 0 0 2625 17:00 290 212 0 33 505 67 0 180 133 0 0 0 1420 17:15 285 318 0 25 427 60 0 167 98 0 0 0 1380 17:30 283 301 0 16 422 61 0 181 95 0 0 0 1359 17:45 268 280 0 16 428 50 0 153 109 0 0 0 1304 Total 1126 1111 0 90 1782 238 0 681 435 0 0 0 5463 18:00 250 172 0 12 420 65 0 162 117 0 0 0 1198 18:15 212 127 0 16 383 67 0 164 112 0 0 0 1081 Grand Total 2553 2226 0 573 5216 858 0 4148 1818 0 0 0 17392 Apprch %53.4 46.6 0 8.6 78.5 12.9 0 69.5 30.5 0 0 0 Total %14.7 12.8 0 3.3 30 4.9 0 23.9 10.5 0 0 0 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-8 150 File Name : H1901006 Site Code : 00000000 Start Date : 1/23/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: CAMPUS DRIVE E-W Direction: N. BRISTOL STREET CAMPUS DRIVE Southbound N. BRISTOL STREET Westbound CAMPUS DRIVE Northbound N. BRISTOL STREET Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 57 64 0 121 51 231 46 328 0 426 117 543 0 0 0 0 992 08:15 62 71 0 133 72 264 52 388 0 424 126 550 0 0 0 0 1071 08:30 52 64 0 116 55 311 54 420 0 390 132 522 0 0 0 0 1058 08:45 69 76 0 145 60 271 56 387 0 365 107 472 0 0 0 0 1004 Total Volume 240 275 0 515 238 1077 208 1523 0 1605 482 2087 0 0 0 0 4125 % App. Total 46.6 53.4 0 15.6 70.7 13.7 0 76.9 23.1 0 0 0 PHF .870 .905 .000 .888 .826 .866 .929 .907 .000 .942 .913 .949 .000 .000 .000 .000 .963 CAMPUS DRIVE N. BRISTOL STREET N. BRISTOL STREET CAMPUS DRIVE Right 240 Thru 275 Left 0 InOut Total 1843 515 2358 Right238 Thru1077 Left208 OutTotalIn0 1523 1523 Left 482 Thru 1605 Right 0 Out TotalIn 483 2087 2570 Left0 Thru0 Right0 TotalOutIn1799 0 1799 Peak Hour Begins at 08:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-9 151 File Name : H1901006 Site Code : 00000000 Start Date : 1/23/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: CAMPUS DRIVE E-W Direction: N. BRISTOL STREET CAMPUS DRIVE Southbound N. BRISTOL STREET Westbound CAMPUS DRIVE Northbound N. BRISTOL STREET Eastbound Start Time Righ t Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 302 181 0 483 37 449 79 565 0 168 111 279 0 0 0 0 1327 17:00 290 212 0 502 33 505 67 605 0 180 133 313 0 0 0 0 1420 17:15 285 318 0 603 25 427 60 512 0 167 98 265 0 0 0 0 1380 17:30 283 301 0 584 16 422 61 499 0 181 95 276 0 0 0 0 1359 Total Volume 1160 1012 0 2172 111 1803 267 2181 0 696 437 1133 0 0 0 0 5486 % App. Total 53.4 46.6 0 5.1 82.7 12.2 0 61.4 38.6 0 0 0 PHF .960 .796 .000 .900 .750 .893 .845 .901 .000 .961 .821 .905 .000 .000 .000 .000 .966 CAMPUS DRIVE N. BRISTOL STREET N. BRISTOL STREET CAMPUS DRIVE Right 1160 Thru 1012 Left 0 InOut Total 807 2172 2979 Right111 Thru1803 Left267 OutTotalIn0 2181 2181 Left 437 Thru 696 Right 0 Out TotalIn 1279 1133 2412 Left0 Thru0 Right0 TotalOutIn3400 0 3400 Peak Hour Begins at 16:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-10 152 File Name : H1901002 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: CAMPUS DR / IRVINE AVE E-W Direction: S. BRISTOL STREET Groups Printed- Turning Movements CAMPUS DRIVE Southbound S. BRISTOL STREET Westbound IRVINE AVENUE Northbound S. BRISTOL STREET Eastbound Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 0 57 18 0 0 0 33 153 0 110 253 177 801 07:15 0 54 18 0 0 0 38 172 0 110 319 205 916 07:30 0 69 12 0 0 0 56 244 0 88 375 206 1050 07:45 0 70 18 0 0 0 75 266 0 108 429 240 1206 Total 0 250 66 0 0 0 202 835 0 416 1376 828 3973 08:00 0 82 23 0 0 0 60 280 0 114 475 251 1285 08:15 0 104 26 0 0 0 68 283 0 108 478 255 1322 08:30 0 92 26 0 0 0 83 317 0 106 418 230 1272 08:45 0 100 21 0 0 0 71 223 0 136 447 244 1242 Total 0 378 96 0 0 0 282 1103 0 464 1818 980 5121 16:30 0 184 58 0 0 0 57 175 0 156 282 117 1029 16:45 0 214 36 0 0 0 61 143 0 159 278 132 1023 Total 0 398 94 0 0 0 118 318 0 315 560 249 2052 17:00 0 239 37 0 0 0 55 176 0 127 287 130 1051 17:15 0 314 67 0 0 0 80 178 0 135 214 92 1080 17:30 0 297 66 0 0 0 60 166 0 135 222 106 1052 17:45 0 281 45 0 0 0 46 138 0 135 232 116 993 Total 0 1131 215 0 0 0 241 658 0 532 955 444 4176 18:00 0 203 32 0 0 0 47 162 0 154 245 104 947 18:15 0 159 44 0 0 0 42 172 0 127 178 105 827 Grand Total 0 2519 547 0 0 0 932 3248 0 2008 5132 2710 17096 Apprch %0 82.2 17.8 0 0 0 22.3 77.7 0 20.4 52.1 27.5 Total %0 14.7 3.2 0 0 0 5.5 19 0 11.7 30 15.9 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-11 153 File Name : H1901002 Site Code : 00000000 Start Date : 1/23/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: CAMPUS DR / IRVINE AVE E-W Direction: S. BRISTOL STREET CAMPUS DRIVE Southbound S. BRISTOL STREET Westbound IRVINE AVENUE Northbound S. BRISTOL STREET Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 0 82 23 105 0 0 0 0 60 280 0 340 114 475 251 840 1285 08:15 0 104 26 130 0 0 0 0 68 283 0 351 108 478 255 841 1322 08:30 0 92 26 118 0 0 0 0 83 317 0 400 106 418 230 754 1272 08:45 0 100 21 121 0 0 0 0 71 223 0 294 136 447 244 827 1242 Total Volume 0 378 96 474 0 0 0 0 282 1103 0 1385 464 1818 980 3262 5121 % App. Total 0 79.7 20.3 0 0 0 20.4 79.6 0 14.2 55.7 30 PHF .000 .909 .923 .912 .000 .000 .000 .000 .849 .870 .000 .866 .853 .951 .961 .970 .968 CAMPUS DRIVE S. BRISTOL STREET S. BRISTOL STREET IRVINE AVENUE Right 0 Thru 378 Left 96 InOut Total 2083 474 2557 Right0 Thru0 Left0 OutTotalIn2196 0 2196 Left 0 Thru 1103 Right 282 Out TotalIn 842 1385 2227 Left980 Thru1818 Right464 TotalOutIn0 3262 3262 Peak Hour Begins at 08:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-12 154 File Name : H1901002 Site Code : 00000000 Start Date : 1/23/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: CAMPUS DR / IRVINE AVE E-W Direction: S. BRISTOL STREET CAMPUS DRIVE Southbound S. BRISTOL STREET Westbound IRVINE AVENUE Northbound S. BRISTOL STREET Eastbound Start Time Righ t Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 0 214 36 250 0 0 0 0 61 143 0 204 159 278 132 569 1023 17:00 0 239 37 276 0 0 0 0 55 176 0 231 127 287 130 544 1051 17:15 0 314 67 381 0 0 0 0 80 178 0 258 135 214 92 441 1080 17:30 0 297 66 363 0 0 0 0 60 166 0 226 135 222 106 463 1052 Total Volume 0 1064 206 1270 0 0 0 0 256 663 0 919 556 1001 460 2017 4206 % App. Total 0 83.8 16.2 0 0 0 27.9 72.1 0 27.6 49.6 22.8 PHF .000 .847 .769 .833 .000 .000 .000 .000 .800 .931 .000 .891 .874 .872 .871 .886 .974 CAMPUS DRIVE S. BRISTOL STREET S. BRISTOL STREET IRVINE AVENUE Right 0 Thru 1064 Left 206 InOut Total 1123 1270 2393 Right0 Thru0 Left0 OutTotalIn1463 0 1463 Left 0 Thru 663 Right 256 Out TotalIn 1620 919 2539 Left460 Thru1001 Right556 TotalOutIn0 2017 2017 Peak Hour Begins at 16:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-13 155 File Name : H1901007 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: BIRCH STREET E-W Direction: N. BRISTOL STREET Groups Printed- Turning Movements BIRCH STREET Southbound N. BRISTOL STREET Westbound BIRCH STREET Northbound N. BRISTOL STREET Eastbound Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 18 16 0 30 148 29 0 111 15 0 0 0 367 07:15 12 14 0 32 165 40 0 135 20 0 0 0 418 07:30 17 22 0 38 197 57 0 178 19 0 0 0 528 07:45 23 22 0 48 289 83 0 227 9 0 0 0 701 Total 70 74 0 148 799 209 0 651 63 0 0 0 2014 08:00 26 21 0 45 280 91 0 270 23 0 0 0 756 08:15 21 22 0 52 344 102 0 265 24 0 0 0 830 08:30 22 38 0 50 347 94 0 259 25 0 0 0 835 08:45 29 22 0 56 335 100 0 257 24 0 0 0 823 Total 98 103 0 203 1306 387 0 1051 96 0 0 0 3244 16:30 145 85 0 31 403 102 0 82 43 0 0 0 891 16:45 137 106 0 32 406 105 0 112 25 0 0 0 923 Total 282 191 0 63 809 207 0 194 68 0 0 0 1814 17:00 213 118 0 28 336 116 0 95 45 0 0 0 951 17:15 166 134 0 28 332 135 0 69 29 0 0 0 893 17:30 152 124 0 32 331 148 0 63 11 0 0 0 861 17:45 188 108 0 25 292 119 0 64 27 0 0 0 823 Total 719 484 0 113 1291 518 0 291 112 0 0 0 3528 18:00 119 85 0 26 299 128 0 60 32 0 0 0 749 18:15 120 93 0 23 271 115 0 56 27 0 0 0 705 Grand Total 1408 1030 0 576 4775 1564 0 2303 398 0 0 0 12054 Apprch %57.8 42.2 0 8.3 69.1 22.6 0 85.3 14.7 0 0 0 Total %11.7 8.5 0 4.8 39.6 13 0 19.1 3.3 0 0 0 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-14 156 File Name : H1901007 Site Code : 00000000 Start Date : 1/23/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: BIRCH STREET E-W Direction: N. BRISTOL STREET BIRCH STREET Southbound N. BRISTOL STREET Westbound BIRCH STREET Northbound N. BRISTOL STREET Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 26 21 0 47 45 280 91 416 0 270 23 293 0 0 0 0 756 08:15 21 22 0 43 52 344 102 498 0 265 24 289 0 0 0 0 830 08:30 22 38 0 60 50 347 94 491 0 259 25 284 0 0 0 0 835 08:45 29 22 0 51 56 335 100 491 0 257 24 281 0 0 0 0 823 Total Volume 98 103 0 201 203 1306 387 1896 0 1051 96 1147 0 0 0 0 3244 % App. Total 48.8 51.2 0 10.7 68.9 20.4 0 91.6 8.4 0 0 0 PHF .845 .678 .000 .838 .906 .941 .949 .952 .000 .973 .960 .979 .000 .000 .000 .000 .971 BIRCH STREET N. BRISTOL STREET N. BRISTOL STREET BIRCH STREET Right 98 Thru 103 Left 0 InOut Total 1254 201 1455 Right203 Thru1306 Left387 OutTotalIn0 1896 1896 Left 96 Thru 1051 Right 0 Out TotalIn 490 1147 1637 Left0 Thru0 Right0 TotalOutIn1500 0 1500 Peak Hour Begins at 08:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-15 157 File Name : H1901007 Site Code : 00000000 Start Date : 1/23/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: BIRCH STREET E-W Direction: N. BRISTOL STREET BIRCH STREET Southbound N. BRISTOL STREET Westbound BIRCH STREET Northbound N. BRISTOL STREET Eastbound Start Time Righ t Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 16:30 145 85 0 230 31 403 102 536 0 82 43 125 0 0 0 0 891 16:45 137 106 0 243 32 406 105 543 0 112 25 137 0 0 0 0 923 17:00 213 118 0 331 28 336 116 480 0 95 45 140 0 0 0 0 951 17:15 166 134 0 300 28 332 135 495 0 69 29 98 0 0 0 0 893 Total Volume 661 443 0 1104 119 1477 458 2054 0 358 142 500 0 0 0 0 3658 % App. Total 59.9 40.1 0 5.8 71.9 22.3 0 71.6 28.4 0 0 0 PHF .776 .826 .000 .834 .930 .909 .848 .946 .000 .799 .789 .893 .000 .000 .000 .000 .962 BIRCH STREET N. BRISTOL STREET N. BRISTOL STREET BIRCH STREET Right 661 Thru 443 Left 0 InOut Total 477 1104 1581 Right119 Thru1477 Left458 OutTotalIn0 2054 2054 Left 142 Thru 358 Right 0 Out TotalIn 901 500 1401 Left0 Thru0 Right0 TotalOutIn2280 0 2280 Peak Hour Begins at 16:30 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-16 158 File Name : H1901003 Site Code : 00000000 Start Date : 1/30/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: BIRCH STREET E-W Direction: S. BRISTOL STREET Groups Printed- Turning Movements BIRCH STREET Southbound S. BRISTOL STREET Westbound BIRCH STREET Northbound S. BRISTOL STREET Eastbound Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 0 30 11 0 0 0 24 24 0 39 127 109 364 07:15 0 45 21 0 0 0 52 47 0 35 239 130 569 07:30 0 55 18 0 0 0 93 33 0 44 289 125 657 07:45 0 78 25 0 0 0 109 57 0 44 293 195 801 Total 0 208 75 0 0 0 278 161 0 162 948 559 2391 08:00 0 78 47 0 0 0 102 88 0 59 281 186 841 08:15 0 84 39 0 0 0 101 99 0 40 287 195 845 08:30 0 74 48 0 0 0 93 104 0 55 306 164 844 08:45 0 90 31 0 0 0 85 94 0 55 339 210 904 Total 0 326 165 0 0 0 381 385 0 209 1213 755 3434 16:30 0 133 64 0 0 0 72 22 0 29 282 89 691 16:45 0 142 50 0 0 0 77 37 0 32 301 68 707 Total 0 275 114 0 0 0 149 59 0 61 583 157 1398 17:00 0 181 73 0 0 0 84 44 0 17 259 79 737 17:15 0 220 59 0 0 0 72 41 0 32 261 62 747 17:30 0 182 63 0 0 0 86 46 0 31 296 49 753 17:45 0 169 58 0 0 0 66 31 0 34 280 57 695 Total 0 752 253 0 0 0 308 162 0 114 1096 247 2932 18:00 0 164 60 0 0 0 61 53 0 24 280 53 695 18:15 0 157 40 0 0 0 52 27 0 18 221 39 554 Grand Total 0 1882 707 0 0 0 1229 847 0 588 4341 1810 11404 Apprch %0 72.7 27.3 0 0 0 59.2 40.8 0 8.7 64.4 26.9 Total %0 16.5 6.2 0 0 0 10.8 7.4 0 5.2 38.1 15.9 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-17 159 File Name : H1901003 Site Code : 00000000 Start Date : 1/30/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: BIRCH STREET E-W Direction: S. BRISTOL STREET BIRCH STREET Southbound S. BRISTOL STREET Westbound BIRCH STREET Northbound S. BRISTOL STREET Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 0 78 47 125 0 0 0 0 102 88 0 190 59 281 186 526 841 08:15 0 84 39 123 0 0 0 0 101 99 0 200 40 287 195 522 845 08:30 0 74 48 122 0 0 0 0 93 104 0 197 55 306 164 525 844 08:45 0 90 31 121 0 0 0 0 85 94 0 179 55 339 210 604 904 Total Volume 0 326 165 491 0 0 0 0 381 385 0 766 209 1213 755 2177 3434 % App. Total 0 66.4 33.6 0 0 0 49.7 50.3 0 9.6 55.7 34.7 PHF .000 .906 .859 .982 .000 .000 .000 .000 .934 .925 .000 .958 .886 .895 .899 .901 .950 BIRCH STREET S. BRISTOL STREET S. BRISTOL STREET BIRCH STREET Right 0 Thru 326 Left 165 InOut Total 1140 491 1631 Right0 Thru0 Left0 OutTotalIn1759 0 1759 Left 0 Thru 385 Right 381 Out TotalIn 535 766 1301 Left755 Thru1213 Right209 TotalOutIn0 2177 2177 Peak Hour Begins at 08:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-18 160 File Name : H1901003 Site Code : 00000000 Start Date : 1/30/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: BIRCH STREET E-W Direction: S. BRISTOL STREET BIRCH STREET Southbound S. BRISTOL STREET Westbound BIRCH STREET Northbound S. BRISTOL STREET Eastbound Start Time Righ t Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 0 142 50 192 0 0 0 0 77 37 0 114 32 301 68 401 707 17:00 0 181 73 254 0 0 0 0 84 44 0 128 17 259 79 355 737 17:15 0 220 59 279 0 0 0 0 72 41 0 113 32 261 62 355 747 17:30 0 182 63 245 0 0 0 0 86 46 0 132 31 296 49 376 753 Total Volume 0 725 245 970 0 0 0 0 319 168 0 487 112 1117 258 1487 2944 % App. Total 0 74.7 25.3 0 0 0 65.5 34.5 0 7.5 75.1 17.4 PHF .000 .824 .839 .869 .000 .000 .000 .000 .927 .913 .000 .922 .875 .928 .816 .927 .977 BIRCH STREET S. BRISTOL STREET S. BRISTOL STREET BIRCH STREET Right 0 Thru 725 Left 245 InOut Total 426 970 1396 Right0 Thru0 Left0 OutTotalIn1681 0 1681 Left 0 Thru 168 Right 319 Out TotalIn 837 487 1324 Left258 Thru1117 Right112 TotalOutIn0 1487 1487 Peak Hour Begins at 16:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-19 161 File Name : H1901026 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: CAMPUS DRIVE Groups Printed- Turning Movements MACARTHUR BOULEVARD Southbound CAMPUS DRIVE Westbound MACARTHUR BOULEVARD Northbound CAMPUS DRIVE Eastbound Start Time Right Thru Left U turns Right Thru Left U turns Right Thru Left U turns Right Thru Left U turns Int. Total 07:00 16 157 52 0 6 28 4 0 8 79 9 0 9 100 83 0 551 07:15 27 154 49 0 6 34 7 0 10 100 9 1 8 120 76 1 602 07:30 36 180 60 0 11 30 13 0 13 112 6 2 11 145 99 1 719 07:45 42 207 69 0 13 42 9 0 18 150 8 1 16 217 112 0 904 Total 121 698 230 0 36 134 33 0 49 441 32 4 44 582 370 2 2776 08:00 65 213 88 0 14 42 10 0 22 135 16 0 28 190 121 1 945 08:15 44 222 83 0 21 34 10 0 12 140 10 0 12 170 115 0 873 08:30 56 211 78 0 23 46 9 1 22 150 18 1 15 182 108 3 923 08:45 49 212 83 0 13 44 12 0 21 160 7 0 12 135 80 1 829 Total 214 858 332 0 71 166 41 1 77 585 51 1 67 677 424 5 3570 16:30 102 217 19 0 48 241 13 0 15 214 43 0 18 80 65 10 1085 16:45 116 215 28 0 44 256 20 0 10 216 30 0 17 79 69 5 1105 Total 218 432 47 0 92 497 33 0 25 430 73 0 35 159 134 15 2190 17:00 175 229 37 0 53 278 23 0 19 292 66 0 22 81 87 8 1370 17:15 147 254 33 0 68 311 28 0 14 287 45 1 13 68 58 6 1333 17:30 134 220 29 0 44 231 11 0 7 255 54 0 12 98 75 2 1172 17:45 121 231 56 0 44 218 16 0 11 242 36 0 17 72 74 5 1143 Total 577 934 155 0 209 1038 78 0 51 1076 201 1 64 319 294 21 5018 18:00 108 164 30 0 41 194 16 0 17 199 26 0 17 90 69 2 973 18:15 101 151 33 0 40 155 10 0 5 203 36 0 8 51 59 6 858 Grand Total 1339 3237 827 0 489 2184 211 1 224 2934 419 6 235 1878 1350 51 15385 Apprch %24.8 59.9 15.3 0 16.9 75.7 7.3 0 6.3 81.9 11.7 0.2 6.7 53.4 38.4 1.5 Total %8.7 21 5.4 0 3.2 14.2 1.4 0 1.5 19.1 2.7 0 1.5 12.2 8.8 0.3 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-20 162 File Name : H1901026 Site Code : 00000000 Start Date : 2/27/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: CAMPUS DRIVE MACARTHUR BOULEVARD Southbound CAMPUS DRIVE Westbound MACARTHUR BOULEVARD Northbound CAMPUS DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 07:45 42 207 69 0 318 13 42 9 0 64 18 150 8 1 177 16 217 112 0 345 904 08:00 65 213 88 0 366 14 42 10 0 66 22 135 16 0 173 28 190 121 1 340 945 08:15 44 222 83 0 349 21 34 10 0 65 12 140 10 0 162 12 170 115 0 297 873 08:30 56 211 78 0 345 23 46 9 1 79 22 150 18 1 191 15 182 108 3 308 923 Total Volume 207 853 318 0 1378 71 164 38 1 274 74 575 52 2 703 71 759 456 4 1290 3645 % App. Total 15 61.9 23.1 0 25.9 59.9 13.9 0.4 10.5 81.8 7.4 0.3 5.5 58.8 35.3 0.3 PHF .796 .961 .903 .000 .941 .772 .891 .950 .250 .867 .841 .958 .722 .500 .920 .634 .874 .942 .333 .935 .964 MACARTHUR BOULEVARD CAMPUS DRIVE CAMPUS DRIVE MACARTHUR BOULEVARD Right 207 Thru 853 Left 318 U turns 0 InOut Total 1102 1378 2480 Right71 Thru164 Left38 Uturns1 OutTotalIn1151 274 1425 Left 52 Thru 575 Right 74 U turns 2 Out TotalIn 962 703 1665 Left456 Thru759 Right71 Uturns4 TotalOutIn423 1290 1713 Peak Hour Begins at 07:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-21 163 File Name : H1901026 Site Code : 00000000 Start Date : 2/27/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: CAMPUS DRIVE MACARTHUR BOULEVARD Southbound CAMPUS DRIVE Westbound MACARTHUR BOULEVARD Northbound CAMPUS DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 175 229 37 0 441 53 278 23 0 354 19 292 66 0 377 22 81 87 8 198 1370 17:15 147 254 33 0 434 68 311 28 0 407 14 287 45 1 347 13 68 58 6 145 1333 17:30 134 220 29 0 383 44 231 11 0 286 7 255 54 0 316 12 98 75 2 187 1172 17:45 121 231 56 0 408 44 218 16 0 278 11 242 36 0 289 17 72 74 5 168 1143 Total Volume 577 934 155 0 1666 209 1038 78 0 1325 51 1076 201 1 1329 64 319 294 21 698 5018 % App. Total 34.6 56.1 9.3 0 15.8 78.3 5.9 0 3.8 81 15.1 0.1 9.2 45.7 42.1 3 PHF .824 .919 .692 .000 .944 .768 .834 .696 .000 .814 .671 .921 .761 .250 .881 .727 .814 .845 .656 .881 .916 MACARTHUR BOULEVARD CAMPUS DRIVE CAMPUS DRIVE MACARTHUR BOULEVARD Right 577 Thru 934 Left 155 U turns 0 InOut Total 1579 1666 3245 Right209 Thru1038 Left78 Uturns0 OutTotalIn525 1325 1850 Left 201 Thru 1076 Right 51 U turns 1 Out TotalIn 1076 1329 2405 Left294 Thru319 Right64 Uturns21 TotalOutIn1816 698 2514 Peak Hour Begins at 17:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-22 164 File Name : H1901028 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: BIRCH STREET Groups Printed- Turning Movements MACARTHUR BOULEVARD Southbound BIRCH STREET Westbound MACARTHUR BOULEVARD Northbound BIRCH STREET Eastbound Start Time Right Thru Left U turns Right Thru Left Right Thru Left U turns Right Thru Left Int. Total 07:00 44 111 11 2 8 18 3 7 80 5 0 17 38 18 362 07:15 39 113 10 1 5 12 4 14 93 6 1 13 47 15 373 07:30 53 135 16 0 10 20 5 7 97 8 0 14 56 24 445 07:45 49 189 22 0 11 27 8 19 135 7 1 12 80 26 586 Total 185 548 59 3 34 77 20 47 405 26 2 56 221 83 1766 08:00 45 165 22 0 16 16 6 25 148 7 3 16 108 18 595 08:15 39 158 18 0 13 32 9 18 151 8 0 16 76 21 559 08:30 33 151 19 0 14 28 6 19 169 8 1 17 64 16 545 08:45 47 190 20 3 12 40 6 17 151 5 1 15 71 29 607 Total 164 664 79 3 55 116 27 79 619 28 5 64 319 84 2306 16:30 26 176 13 0 32 99 16 5 158 17 2 9 67 85 705 16:45 33 219 21 0 30 99 19 7 179 18 3 9 77 74 788 Total 59 395 34 0 62 198 35 12 337 35 5 18 144 159 1493 17:00 33 208 18 2 57 124 19 3 213 35 1 12 75 94 894 17:15 44 206 11 0 51 136 32 5 237 29 1 11 75 75 913 17:30 50 215 7 0 56 123 31 13 203 19 1 13 79 77 887 17:45 38 229 8 2 46 117 27 10 204 31 2 6 48 58 826 Total 165 858 44 4 210 500 109 31 857 114 5 42 277 304 3520 18:00 27 161 3 2 24 83 21 4 157 24 7 13 55 70 651 18:15 32 139 13 0 36 75 19 3 171 18 2 10 33 71 622 Grand Total 632 2765 232 12 421 1049 231 176 2546 245 26 203 1049 771 10358 Apprch %17.4 75.9 6.4 0.3 24.8 61.7 13.6 5.9 85.1 8.2 0.9 10 51.9 38.1 Total %6.1 26.7 2.2 0.1 4.1 10.1 2.2 1.7 24.6 2.4 0.3 2 10.1 7.4 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-23 165 File Name : H1901028 Site Code : 00000000 Start Date : 2/27/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: BIRCH STREET MACARTHUR BOULEVARD Southbound BIRCH STREET Westbound MACARTHUR BOULEVARD Northbound BIRCH STREET Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left App. Total Right Thru Left U turns App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08:00 45 165 22 0 232 16 16 6 38 25 148 7 3 183 16 108 18 142 595 08:15 39 158 18 0 215 13 32 9 54 18 151 8 0 177 16 76 21 113 559 08:30 33 151 19 0 203 14 28 6 48 19 169 8 1 197 17 64 16 97 545 08:45 47 190 20 3 260 12 40 6 58 17 151 5 1 174 15 71 29 115 607 Total Volume 164 664 79 3 910 55 116 27 198 79 619 28 5 731 64 319 84 467 2306 % App. Total 18 73 8.7 0.3 27.8 58.6 13.6 10.8 84.7 3.8 0.7 13.7 68.3 18 PHF .872 .874 .898 .250 .875 .859 .725 .750 .853 .790 .916 .875 .417 .928 .941 .738 .724 .822 .950 MACARTHUR BOULEVARD BIRCH STREET BIRCH STREET MACARTHUR BOULEVARD Right 164 Thru 664 Left 79 U turns 3 InOut Total 758 910 1668 Right55 Thru116 Left27 OutTotalIn477 198 675 Left 28 Thru 619 Right 79 U turns 5 Out TotalIn 755 731 1486 Left84 Thru319 Right64 TotalOutIn308 467 775 Peak Hour Begins at 08:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-24 166 File Name : H1901028 Site Code : 00000000 Start Date : 2/27/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: BIRCH STREET MACARTHUR BOULEVARD Southbound BIRCH STREET Westbound MACARTHUR BOULEVARD Northbound BIRCH STREET Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left App. Total Right Thru Left U turns App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 33 208 18 2 261 57 124 19 200 3 213 35 1 252 12 75 94 181 894 17:15 44 206 11 0 261 51 136 32 219 5 237 29 1 272 11 75 75 161 913 17:30 50 215 7 0 272 56 123 31 210 13 203 19 1 236 13 79 77 169 887 17:45 38 229 8 2 277 46 117 27 190 10 204 31 2 247 6 48 58 112 826 Total Volume 165 858 44 4 1071 210 500 109 819 31 857 114 5 1007 42 277 304 623 3520 % App. Total 15.4 80.1 4.1 0.4 25.6 61.1 13.3 3.1 85.1 11.3 0.5 6.7 44.5 48.8 PHF .825 .937 .611 .500 .967 .921 .919 .852 .935 .596 .904 .814 .625 .926 .808 .877 .809 .860 .964 MACARTHUR BOULEVARD BIRCH STREET BIRCH STREET MACARTHUR BOULEVARD Right 165 Thru 858 Left 44 U turns 4 InOut Total 1371 1071 2442 Right210 Thru500 Left109 OutTotalIn352 819 1171 Left 114 Thru 857 Right 31 U turns 5 Out TotalIn 1009 1007 2016 Left304 Thru277 Right42 TotalOutIn779 623 1402 Peak Hour Begins at 17:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-25 167 File Name : H1901027 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: VON KARMAN AVENUE Groups Printed- Turning Movements MACARTHUR BOULEVARD Southbound VON KARMAN AVENUE Westbound MACARTHUR BOULEVARD Northbound NEWPORT PLACE DRIVE Eastbound Start Time Right Thru Left U turns Right Thru Left U turns Right Thru Left U turns Right Thru Left U turns Int. Total 07:00 22 78 10 1 3 15 21 0 55 93 4 0 4 8 3 1 318 07:15 18 84 5 2 1 19 18 0 104 131 3 1 3 8 3 0 400 07:30 21 80 9 0 7 18 31 0 123 134 9 2 8 14 2 1 459 07:45 39 96 12 1 3 21 43 0 145 194 7 2 3 16 1 0 583 Total 100 338 36 4 14 73 113 0 427 552 23 5 18 46 9 2 1760 08:00 28 101 11 1 2 26 41 0 166 211 11 1 12 17 4 0 632 08:15 34 96 10 1 4 21 42 0 180 194 12 0 7 18 0 0 619 08:30 19 107 7 1 9 32 44 0 169 182 12 0 5 22 9 0 618 08:45 42 111 18 2 5 17 38 0 170 220 10 0 8 15 3 1 660 Total 123 415 46 5 20 96 165 0 685 807 45 1 32 72 16 1 2529 16:30 19 212 19 3 13 14 115 0 39 171 10 0 39 40 16 4 714 16:45 16 168 14 3 23 20 147 0 56 165 8 0 46 39 25 1 731 Total 35 380 33 6 36 34 262 0 95 336 18 0 85 79 41 5 1445 17:00 12 241 19 3 24 32 137 0 67 203 11 1 70 60 36 2 918 17:15 6 189 12 2 23 25 174 0 57 203 8 1 58 33 29 3 823 17:30 13 249 6 2 20 19 159 0 71 222 9 0 43 22 12 1 848 17:45 16 229 9 3 22 13 142 0 78 166 7 0 23 26 15 0 749 Total 47 908 46 10 89 89 612 0 273 794 35 2 194 141 92 6 3338 18:00 3 195 13 3 18 10 136 0 61 176 5 1 34 22 11 1 689 18:15 5 140 5 3 14 14 100 0 54 146 1 0 24 18 7 0 531 Grand Total 313 2376 179 31 191 316 1388 0 1595 2811 127 9 387 378 176 15 10292 Apprch %10.8 82 6.2 1.1 10.1 16.7 73.2 0 35.1 61.9 2.8 0.2 40.5 39.5 18.4 1.6 Total %3 23.1 1.7 0.3 1.9 3.1 13.5 0 15.5 27.3 1.2 0.1 3.8 3.7 1.7 0.1 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-26 168 File Name : H1901027 Site Code : 00000000 Start Date : 2/27/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: VON KARMAN AVENUE MACARTHUR BOULEVARD Southbound VON KARMAN AVENUE Westbound MACARTHUR BOULEVARD Northbound NEWPORT PLACE DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08:00 28 101 11 1 141 2 26 41 0 69 166 211 11 1 389 12 17 4 0 33 632 08:15 34 96 10 1 141 4 21 42 0 67 180 194 12 0 386 7 18 0 0 25 619 08:30 19 107 7 1 134 9 32 44 0 85 169 182 12 0 363 5 22 9 0 36 618 08:45 42 111 18 2 173 5 17 38 0 60 170 220 10 0 400 8 15 3 1 27 660 Total Volume 123 415 46 5 589 20 96 165 0 281 685 807 45 1 1538 32 72 16 1 121 2529 % App. Total 20.9 70.5 7.8 0.8 7.1 34.2 58.7 0 44.5 52.5 2.9 0.1 26.4 59.5 13.2 0.8 PHF .732 .935 .639 .625 .851 .556 .750 .938 .000 .826 .951 .917 .938 .250 .961 .667 .818 .444 .250 .840 .958 MACARTHUR BOULEVARD NEWPORT PLACE DRIVE VON KARMAN AVENUE MACARTHUR BOULEVARD Right 123 Thru 415 Left 46 U turns 5 InOut Total 843 589 1432 Right20 Thru96 Left165 Uturns0 OutTotalIn803 281 1084 Left 45 Thru 807 Right 685 U turns 1 Out TotalIn 612 1538 2150 Left16 Thru72 Right32 Uturns1 TotalOutIn264 121 385 Peak Hour Begins at 08:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-27 169 File Name : H1901027 Site Code : 00000000 Start Date : 2/27/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: VON KARMAN AVENUE MACARTHUR BOULEVARD Southbound VON KARMAN AVENUE Westbound MACARTHUR BOULEVARD Northbound NEWPORT PLACE DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 12 241 19 3 275 24 32 137 0 193 67 203 11 1 282 70 60 36 2 168 918 17:15 6 189 12 2 209 23 25 174 0 222 57 203 8 1 269 58 33 29 3 123 823 17:30 13 249 6 2 270 20 19 159 0 198 71 222 9 0 302 43 22 12 1 78 848 17:45 16 229 9 3 257 22 13 142 0 177 78 166 7 0 251 23 26 15 0 64 749 Total Volume 47 908 46 10 1011 89 89 612 0 790 273 794 35 2 1104 194 141 92 6 433 3338 % App. Total 4.6 89.8 4.5 1 11.3 11.3 77.5 0 24.7 71.9 3.2 0.2 44.8 32.6 21.2 1.4 PHF .734 .912 .605 .833 .919 .927 .695 .879 .000 .890 .875 .894 .795 .500 .914 .693 .588 .639 .500 .644 .909 MACARTHUR BOULEVARD NEWPORT PLACE DRIVE VON KARMAN AVENUE MACARTHUR BOULEVARD Right 47 Thru 908 Left 46 U turns 10 InOut Total 975 1011 1986 Right89 Thru89 Left612 Uturns0 OutTotalIn460 790 1250 Left 35 Thru 794 Right 273 U turns 2 Out TotalIn 1714 1104 2818 Left92 Thru141 Right194 Uturns6 TotalOutIn171 433 604 Peak Hour Begins at 17:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-28 170 File Name : h1901024 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: JAMBOREE ROAD Groups Printed- Turning Movements MACARTHUR BOULEVARD Southbound JAMBOREE ROAD Westbound MACARTHUR BOULEVARD Northbound JAMBOREE ROAD Eastbound Start Time Right Thru Left Right Thru Left U turns Right Thru Left Right Thru Left U turns Int. Total 07:00 34 51 9 24 132 60 0 46 66 20 23 205 49 0 719 07:15 24 77 17 36 170 84 0 62 142 20 24 229 76 0 961 07:30 34 69 11 37 204 81 0 95 152 19 28 227 86 0 1043 07:45 34 118 11 44 207 95 0 126 261 33 49 244 75 0 1297 Total 126 315 48 141 713 320 0 329 621 92 124 905 286 0 4020 08:00 40 95 14 43 163 84 0 166 217 44 43 295 122 0 1326 08:15 38 104 12 51 204 87 0 138 234 30 46 252 120 0 1316 08:30 38 104 25 58 182 66 0 132 227 62 49 206 91 0 1240 08:45 144 81 13 49 179 87 0 102 226 38 41 254 97 0 1311 Total 260 384 64 201 728 324 0 538 904 174 179 1007 430 0 5193 16:30 84 290 33 41 230 116 0 93 122 42 11 329 58 0 1449 16:45 86 330 35 34 199 87 0 85 153 58 12 317 60 0 1456 Total 170 620 68 75 429 203 0 178 275 100 23 646 118 0 2905 17:00 105 291 53 39 270 125 0 75 159 73 15 233 66 0 1504 17:15 113 426 25 61 264 140 0 81 176 61 14 192 60 0 1613 17:30 83 392 38 64 261 100 0 71 176 66 9 197 62 0 1519 17:45 92 306 34 64 267 135 0 76 146 41 10 204 72 0 1447 Total 393 1415 150 228 1062 500 0 303 657 241 48 826 260 0 6083 18:00 97 311 36 31 235 111 0 82 159 37 10 164 52 0 1325 18:15 78 223 44 25 279 121 0 72 120 52 9 211 59 0 1293 Grand Total 1124 3268 410 701 3446 1579 0 1502 2736 696 393 3759 1205 0 20819 Apprch %23.4 68.1 8.5 12.2 60.2 27.6 0 30.4 55.5 14.1 7.3 70.2 22.5 0 Total %5.4 15.7 2 3.4 16.6 7.6 0 7.2 13.1 3.3 1.9 18.1 5.8 0 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-29 171 File Name : h1901024 Site Code : 00000000 Start Date : 2/27/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: JAMBOREE ROAD MACARTHUR BOULEVARD Southbound JAMBOREE ROAD Westbound MACARTHUR BOULEVARD Northbound JAMBOREE ROAD Eastbound Start Time Right Thru Left App. Total Right Thru Left U turns App. Total Right Thru Left App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08:00 40 95 14 149 43 163 84 0 290 166 217 44 427 43 295 122 0 460 1326 08:15 38 104 12 154 51 204 87 0 342 138 234 30 402 46 252 120 0 418 1316 08:30 38 104 25 167 58 182 66 0 306 132 227 62 421 49 206 91 0 346 1240 08:45 144 81 13 238 49 179 87 0 315 102 226 38 366 41 254 97 0 392 1311 Total Volume 260 384 64 708 201 728 324 0 1253 538 904 174 1616 179 1007 430 0 1616 5193 % App. Total PHF .451 .923 .640 .744 .866 .892 .931 .000 .916 .810 .966 .702 .946 .913 .853 .881 .000 .878 .979 MACARTHUR BOULEVARD JAMBOREE ROAD JAMBOREE ROAD MACARTHUR BOULEVARD Right 260 Thru 384 Left 64 InOut Total 1535 708 2243 Right201 Thru728 Left324 Uturns0 OutTotalIn1609 1253 2862 Left 174 Thru 904 Right 538 Out TotalIn 887 1616 2503 Left430 Thru1007 Right179 Uturns0 TotalOutIn1162 1616 2778 Peak Hour Begins at 08:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-30 172 File Name : h1901024 Site Code : 00000000 Start Date : 2/27/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: JAMBOREE ROAD MACARTHUR BOULEVARD Southbound JAMBOREE ROAD Westbound MACARTHUR BOULEVARD Northbound JAMBOREE ROAD Eastbound Start Time Right Thru Left App. Total Right Thru Left U turns App. Total Right Thru Left App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 86 330 35 451 34 199 87 0 320 85 153 58 296 12 317 60 0 389 1456 17:00 105 291 53 449 39 270 125 0 434 75 159 73 307 15 233 66 0 314 1504 17:15 113 426 25 564 61 264 140 0 465 81 176 61 318 14 192 60 0 266 1613 17:30 83 392 38 513 64 261 100 0 425 71 176 66 313 9 197 62 0 268 1519 Total Volume 387 1439 151 1977 198 994 452 0 1644 312 664 258 1234 50 939 248 0 1237 6092 % App. Total PHF .856 .844 .712 .876 .773 .920 .807 .000 .884 .918 .943 .884 .970 .833 .741 .939 .000 .795 .944 MACARTHUR BOULEVARD JAMBOREE ROAD JAMBOREE ROAD MACARTHUR BOULEVARD Right 387 Thru 1439 Left 151 InOut Total 1110 1977 3087 Right198 Thru994 Left452 Uturns0 OutTotalIn1402 1644 3046 Left 258 Thru 664 Right 312 Out TotalIn 1941 1234 3175 Left248 Thru939 Right50 Uturns0 TotalOutIn1639 1237 2876 Peak Hour Begins at 16:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-31 173 File Name : H1803060 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: BISON AVENUE Groups Printed- Turning Movements MACARTHUR BOULEVARD Southbound BISON AVENUE Westbound MACARTHUR BOULEVARD Northbound BISON AVENUE Eastbound Start Time Right Thru Left Right Thru Left U-Turn Right Thru Left Right Thru Left Int. Total 07:00 46 503 4 12 40 112 1 30 311 18 33 29 23 1162 07:15 58 537 9 19 33 65 0 32 468 31 27 25 26 1330 07:30 62 587 9 21 52 105 1 35 542 78 42 56 59 1649 07:45 62 536 13 13 60 152 0 33 592 68 67 58 68 1722 Total 228 2163 35 65 185 434 2 130 1913 195 169 168 176 5863 08:00 46 593 12 20 64 100 1 35 600 54 46 59 44 1674 08:15 48 558 9 26 61 138 0 31 548 62 44 49 43 1617 08:30 50 607 4 22 49 93 1 32 542 58 41 40 42 1581 08:45 60 572 18 25 48 141 0 32 568 45 59 43 36 1647 Total 204 2330 43 93 222 472 2 130 2258 219 190 191 165 6519 *** BREAK *** 16:30 68 505 25 26 48 47 0 16 548 39 41 52 54 1469 16:45 85 549 38 21 51 45 0 27 542 41 48 36 47 1530 Total 153 1054 63 47 99 92 0 43 1090 80 89 88 101 2999 17:00 52 659 41 32 66 74 1 30 575 40 57 58 54 1739 17:15 75 580 37 29 50 62 3 32 570 35 51 62 47 1633 17:30 50 628 41 25 47 44 1 40 580 30 56 42 34 1618 17:45 49 583 38 23 52 71 1 38 590 37 41 48 53 1624 Total 226 2450 157 109 215 251 6 140 2315 142 205 210 188 6614 18:00 54 567 29 28 56 73 4 30 575 40 49 34 45 1584 18:15 42 567 41 19 53 50 1 32 540 48 31 45 46 1515 Grand Total 907 9131 368 361 830 1372 15 505 8691 724 733 736 721 25094 Apprch %8.7 87.7 3.5 14 32.2 53.2 0.6 5.1 87.6 7.3 33.5 33.6 32.9 Total %3.6 36.4 1.5 1.4 3.3 5.5 0.1 2 34.6 2.9 2.9 2.9 2.9 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-32 174 File Name : H1803060 Site Code : 00000000 Start Date : 5/1/2018 Page No : 2 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: BISON AVENUE MACARTHUR BOULEVARD Southbound BISON AVENUE Westbound MACARTHUR BOULEVARD Northbound BISON AVENUE Eastbound Start Time Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 62 587 9 658 21 52 105 1 179 35 78 07:45 62 536 13 611 13 60 152 0 225 33 592 68 693 67 58 68 193 1722 08:00 46 593 12 651 20 64 100 1 185 35 600 54 689 46 59 44 149 1674 08:15 48 558 9 615 26 61 138 0 225 31 548 62 641 44 49 43 136 1617 Total Volume 218 2274 43 2535 80 237 495 2 814 134 2282 262 2678 199 222 214 635 6662 % App. Total 8.6 89.7 1.7 9.8 29.1 60.8 0.2 5 85.2 9.8 31.3 35 33.7 PHF .879 .959 .827 .963 .769 .926 .814 .500 .904 .957 .951 .840 .966 .743 .941 .787 .823 .967 MACARTHUR BOULEVARD BISON AVENUE BISON AVENUE MACARTHUR BOULEVARD Right 218 Thru 2274 Left 43 InOut Total 2576 2535 5111 Right80 Thru237 Left495 U-Turn2 OutTotalIn399 814 1213 Left 262 Thru 2282 Right 134 Out TotalIn 2968 2678 5646 Left214 Thru222 Right199 TotalOutIn717 635 1352 Peak Hour Begins at 07:30 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-33 175 File Name : H1803060 Site Code : 00000000 Start Date : 5/1/2018 Page No : 3 City: NEWPORT BEACH N-S Direction: MACARTHUR BOULEVARD E-W Direction: BISON AVENUE MACARTHUR BOULEVARD Southbound BISON AVENUE Westbound MACARTHUR BOULEVARD Northbound BISON AVENUE Eastbound Start Time Right Thru Left App. Total Right Thru Left U-Turn App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 52 659 41 752 32 66 74 1 173 30 575 40 57 58 54 169 1739 17:15 75 580 37 692 29 50 62 3 144 32 570 35 637 51 62 47 160 1633 17:30 50 628 41 719 25 47 44 1 117 40 17:45 49 583 38 670 23 52 71 1 147 38 590 37 665 41 48 53 142 1624 Total Volume 226 2450 157 2833 109 215 251 6 581 140 2315 142 2597 205 210 188 603 6614 % App. Total 8 86.5 5.5 18.8 37 43.2 1 5.4 89.1 5.5 34 34.8 31.2 PHF .753 .929 .957 .942 .852 .814 .848 .500 .840 .875 .981 .888 .976 .899 .847 .870 .892 .951 MACARTHUR BOULEVARD BISON AVENUE BISON AVENUE MACARTHUR BOULEVARD Right 226 Thru 2450 Left 157 InOut Total 2612 2833 5445 Right109 Thru215 Left251 U-Turn6 OutTotalIn507 581 1088 Left 142 Thru 2315 Right 140 Out TotalIn 2906 2597 5503 Left188 Thru210 Right205 TotalOutIn583 603 1186 Peak Hour Begins at 17:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-34 176 File Name : H1901029 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: CAMPUS DRIVE Groups Printed- Turning Movements JAMBOREE ROAD Southbound CAMPUS DRIVE Westbound JAMBOREE ROAD Northbound CAMPUS DRIVE Eastbound Start Time Right Thru Left U turns Right Thru Left U turns Right Thru Left U turns Right Thru Left U turns Int. Total 07:00 25 336 67 0 9 19 20 0 18 161 15 2 8 27 8 0 715 07:15 26 360 32 1 22 38 46 0 11 212 15 1 5 36 10 0 815 07:30 35 477 33 0 18 38 67 0 33 246 15 2 6 44 18 0 1032 07:45 33 476 35 0 30 80 83 0 43 272 33 0 20 41 15 0 1161 Total 119 1649 167 1 79 175 216 0 105 891 78 5 39 148 51 0 3723 08:00 38 398 37 0 28 77 67 0 61 275 15 1 15 51 17 0 1080 08:15 28 462 45 0 25 50 92 0 53 277 31 5 5 49 13 0 1135 08:30 38 428 45 0 17 76 85 0 39 295 21 2 10 56 27 1 1140 08:45 34 431 45 0 27 93 73 0 37 290 22 0 8 48 15 1 1124 Total 138 1719 172 0 97 296 317 0 190 1137 89 8 38 204 72 2 4479 16:30 31 336 36 1 40 67 32 0 106 403 14 4 24 95 69 0 1258 16:45 30 250 31 1 24 71 40 0 80 395 15 0 25 110 35 0 1107 Total 61 586 67 2 64 138 72 0 186 798 29 4 49 205 104 0 2365 17:00 30 310 45 0 35 95 50 0 128 247 8 0 58 192 67 0 1265 17:15 47 366 57 0 43 84 55 0 110 240 24 0 51 116 38 1 1232 17:30 31 320 52 0 33 82 60 0 94 220 30 1 43 143 26 4 1139 17:45 35 347 29 0 41 73 36 1 150 434 9 1 40 135 39 0 1370 Total 143 1343 183 0 152 334 201 1 482 1141 71 2 192 586 170 5 5006 18:00 29 290 37 0 40 50 29 0 116 353 13 1 37 115 43 1 1154 18:15 34 257 31 0 42 79 38 0 84 330 9 0 21 92 36 2 1055 Grand Total 524 5844 657 3 474 1072 873 1 1163 4650 289 20 376 1350 476 10 17782 Apprch %7.5 83.2 9.3 0 19.6 44.3 36.1 0 19 76 4.7 0.3 17 61 21.5 0.5 Total %2.9 32.9 3.7 0 2.7 6 4.9 0 6.5 26.2 1.6 0.1 2.1 7.6 2.7 0.1 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-35 177 File Name : H1901029 Site Code : 00000000 Start Date : 2/27/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: CAMPUS DRIVE JAMBOREE ROAD Southbound CAMPUS DRIVE Westbound JAMBOREE ROAD Northbound CAMPUS DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 07:45 33 476 35 0 544 30 80 83 0 193 43 272 33 0 348 20 41 15 0 76 1161 08:00 38 398 37 0 473 28 77 67 0 172 61 275 15 1 352 15 51 17 0 83 1080 08:15 28 462 45 0 535 25 50 92 0 167 53 277 31 5 366 5 49 13 0 67 1135 08:30 38 428 45 0 511 17 76 85 0 178 39 295 21 2 357 10 56 27 1 94 1140 Total Volume 137 1764 162 0 2063 100 283 327 0 710 196 1119 100 8 1423 50 197 72 1 320 4516 % App. Total 6.6 85.5 7.9 0 14.1 39.9 46.1 0 13.8 78.6 7 0.6 15.6 61.6 22.5 0.3 PHF .901 .926 .900 .000 .948 .833 .884 .889 .000 .920 .803 .948 .758 .400 .972 .625 .879 .667 .250 .851 .972 JAMBOREE ROAD CAMPUS DRIVE CAMPUS DRIVE JAMBOREE ROAD Right 137 Thru 1764 Left 162 U turns 0 InOut Total 1291 2063 3354 Right100 Thru283 Left327 Uturns0 OutTotalIn555 710 1265 Left 100 Thru 1119 Right 196 U turns 8 Out TotalIn 2141 1423 3564 Left72 Thru197 Right50 Uturns1 TotalOutIn520 320 840 Peak Hour Begins at 07:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-36 178 File Name : H1901029 Site Code : 00000000 Start Date : 2/27/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: CAMPUS DRIVE JAMBOREE ROAD Southbound CAMPUS DRIVE Westbound JAMBOREE ROAD Northbound CAMPUS DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Int. Total Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 30 310 45 0 385 35 95 50 0 180 128 247 8 0 383 58 192 67 0 317 1265 17:15 47 366 57 0 470 43 84 55 0 182 110 240 24 0 374 51 116 38 1 206 1232 17:30 31 320 52 0 403 33 82 60 0 175 94 220 30 1 345 43 143 26 4 216 1139 17:45 35 347 29 0 411 41 73 36 1 151 150 434 9 1 594 40 135 39 0 214 1370 Total Volume 143 1343 183 0 1669 152 334 201 1 688 482 1141 71 2 1696 192 586 170 5 953 5006 % App. Total 8.6 80.5 11 0 22.1 48.5 29.2 0.1 28.4 67.3 4.2 0.1 20.1 61.5 17.8 0.5 PHF .761 .917 .803 .000 .888 .884 .879 .838 .250 .945 .803 .657 .592 .500 .714 .828 .763 .634 .313 .752 .914 JAMBOREE ROAD CAMPUS DRIVE CAMPUS DRIVE JAMBOREE ROAD Right 143 Thru 1343 Left 183 U turns 0 InOut Total 1463 1669 3132 Right152 Thru334 Left201 Uturns1 OutTotalIn1251 688 1939 Left 71 Thru 1141 Right 482 U turns 2 Out TotalIn 1736 1696 3432 Left170 Thru586 Right192 Uturns5 TotalOutIn548 953 1501 Peak Hour Begins at 17:00 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-37 179 File Name : H1901008 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: N. BRISTOL STREET Groups Printed- Turning Movements JAMBOREE ROAD Southbound SR-73 WB ON RAMP Westbound JAMBOREE ROAD Northbound N. BRISTOL STREET Eastbound Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 46 118 0 0 0 0 115 255 91 0 0 0 625 07:15 59 150 0 0 0 0 129 314 99 0 0 0 751 07:30 72 174 0 0 0 0 142 355 110 0 0 0 853 07:45 85 180 0 0 0 0 210 405 175 0 0 0 1055 Total 262 622 0 0 0 0 596 1329 475 0 0 0 3284 08:00 97 166 0 0 0 0 170 386 147 0 0 0 966 08:15 120 180 0 0 0 0 199 453 201 0 0 0 1153 08:30 103 179 0 0 0 0 177 388 191 0 0 0 1038 08:45 103 180 0 0 0 0 150 374 183 0 0 0 990 Total 423 705 0 0 0 0 696 1601 722 0 0 0 4147 16:30 171 172 0 0 0 0 165 377 167 0 0 0 1052 16:45 177 207 0 0 0 0 207 411 191 0 0 0 1193 Total 348 379 0 0 0 0 372 788 358 0 0 0 2245 17:00 213 234 0 0 0 0 209 325 189 0 0 0 1170 17:15 180 285 0 0 0 0 247 357 181 0 0 0 1250 17:30 161 278 0 0 0 0 226 254 131 0 0 0 1050 17:45 158 206 0 0 0 0 237 240 154 0 0 0 995 Total 712 1003 0 0 0 0 919 1176 655 0 0 0 4465 18:00 174 239 0 0 0 0 192 305 124 0 0 0 1034 18:15 133 209 0 0 0 0 189 272 126 0 0 0 929 Grand Total 2052 3157 0 0 0 0 2964 5471 2460 0 0 0 16104 Apprch %39.4 60.6 0 0 0 0 27.2 50.2 22.6 0 0 0 Total %12.7 19.6 0 0 0 0 18.4 34 15.3 0 0 0 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-38 180 File Name : H1901008 Site Code : 00000000 Start Date : 1/23/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: N. BRISTOL STREET JAMBOREE ROAD Southbound SR-73 WB ON RAMP Westbound JAMBOREE ROAD Northbound N. BRISTOL STREET Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 85 180 0 265 0 0 0 0 210 405 175 790 0 0 0 0 1055 08:00 97 166 0 263 0 0 0 0 170 386 147 703 0 0 0 0 966 08:15 120 180 0 300 0 0 0 0 199 453 201 853 0 0 0 0 1153 08:30 103 179 0 282 0 0 0 0 177 388 191 756 0 0 0 0 1038 Total Volume 405 705 0 1110 0 0 0 0 756 1632 714 3102 0 0 0 0 4212 % App. Total 36.5 63.5 0 0 0 0 24.4 52.6 23 0 0 0 PHF .844 .979 .000 .925 .000 .000 .000 .000 .900 .901 .888 .909 .000 .000 .000 .000 .913 JAMBOREE ROAD N. BRISTOL STREET SR-73 WB ON RAMP JAMBOREE ROAD Right 405 Thru 705 Left 0 InOut Total 1632 1110 2742 Right0 Thru0 Left0 OutTotalIn756 0 756 Left 714 Thru 1632 Right 756 Out TotalIn 705 3102 3807 Left0 Thru0 Right0 TotalOutIn1119 0 1119 Peak Hour Begins at 07:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-39 181 File Name : H1901008 Site Code : 00000000 Start Date : 1/23/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: N. BRISTOL STREET JAMBOREE ROAD Southbound SR-73 WB ON RAMP Westbound JAMBOREE ROAD Northbound N. BRISTOL STREET Eastbound Start Time Righ t Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 16:30 171 172 0 343 0 0 0 0 165 377 167 709 0 0 0 0 1052 16:45 177 207 0 384 0 0 0 0 207 411 191 809 0 0 0 0 1193 17:00 213 234 0 447 0 0 0 0 209 325 189 723 0 0 0 0 1170 17:15 180 285 0 465 0 0 0 0 247 357 181 785 0 0 0 0 1250 Total Volume 741 898 0 1639 0 0 0 0 828 1470 728 3026 0 0 0 0 4665 % App. Total 45.2 54.8 0 0 0 0 27.4 48.6 24.1 0 0 0 PHF .870 .788 .000 .881 .000 .000 .000 .000 .838 .894 .953 .935 .000 .000 .000 .000 .933 JAMBOREE ROAD N. BRISTOL STREET SR-73 WB ON RAMP JAMBOREE ROAD Right 741 Thru 898 Left 0 InOut Total 1470 1639 3109 Right0 Thru0 Left0 OutTotalIn828 0 828 Left 728 Thru 1470 Right 828 Out TotalIn 898 3026 3924 Left0 Thru0 Right0 TotalOutIn1469 0 1469 Peak Hour Begins at 16:30 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-40 182 File Name : h1901005 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: S. BRISTOL STREET Groups Printed- Turning Movements JAMBOREE ROAD Southbound SR-73 EB ON RAMP Westbound JAMBOREE ROAD Northbound S. BRISTOL STREET Eastbound Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Int. Total 07:00 0 114 0 0 0 0 1 284 0 279 61 177 916 07:15 0 146 0 0 0 0 3 289 0 346 71 249 1104 07:30 0 171 0 0 0 0 0 323 0 384 102 272 1252 07:45 0 180 0 0 0 0 1 487 0 358 119 295 1440 Total 0 611 0 0 0 0 5 1383 0 1367 353 993 4712 08:00 0 169 0 0 0 0 3 415 0 351 131 311 1380 08:15 0 190 0 0 0 0 8 460 0 359 115 323 1455 08:30 0 151 0 0 0 0 9 476 0 330 162 299 1427 08:45 0 192 0 0 0 0 11 432 0 365 132 290 1422 Total 0 702 0 0 0 0 31 1783 0 1405 540 1223 5684 16:30 0 185 0 0 0 0 16 485 0 256 175 207 1324 16:45 0 180 0 0 0 0 19 525 0 278 201 267 1470 Total 0 365 0 0 0 0 35 1010 0 534 376 474 2794 17:00 0 247 0 0 0 0 20 435 0 267 211 279 1459 17:15 0 293 0 0 0 0 26 439 0 223 216 228 1425 17:30 0 244 0 0 0 0 11 421 0 261 232 187 1356 17:45 0 243 0 0 0 0 15 445 0 218 142 176 1239 Total 0 1027 0 0 0 0 72 1740 0 969 801 870 5479 18:00 0 233 0 0 0 0 14 421 0 254 192 193 1307 18:15 0 203 0 0 0 0 12 431 0 248 155 148 1197 Grand Total 0 3141 0 0 0 0 169 6768 0 4777 2417 3901 21173 Apprch %0 100 0 0 0 0 2.4 97.6 0 43.1 21.8 35.2 Total %0 14.8 0 0 0 0 0.8 32 0 22.6 11.4 18.4 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-41 183 File Name : h1901005 Site Code : 00000000 Start Date : 1/23/2019 Page No : 2 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: S. BRISTOL STREET JAMBOREE ROAD Southbound SR-73 EB ON RAMP Westbound JAMBOREE ROAD Northbound S. BRISTOL STREET Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left 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 0 180 0 180 0 0 0 0 1 487 0 488 358 119 295 772 1440 08:00 0 169 0 169 0 0 0 0 3 415 0 418 351 131 311 793 1380 08:15 0 190 0 190 0 0 0 0 8 460 0 468 359 115 323 797 1455 08:30 0 151 0 151 0 0 0 0 9 476 0 485 330 162 299 791 1427 Total Volume 0 690 0 690 0 0 0 0 21 1838 0 1859 1398 527 1228 3153 5702 % App. Total 0 100 0 0 0 0 1.1 98.9 0 44.3 16.7 38.9 PHF .000 .908 .000 .908 .000 .000 .000 .000 .583 .944 .000 .952 .974 .813 .950 .989 .980 JAMBOREE ROAD S. BRISTOL STREET SR-73 EB ON RAMP JAMBOREE ROAD Right 0 Thru 690 Left 0 InOut Total 3066 690 3756 Right0 Thru0 Left0 OutTotalIn548 0 548 Left 0 Thru 1838 Right 21 Out TotalIn 2088 1859 3947 Left1228 Thru527 Right1398 TotalOutIn0 3153 3153 Peak Hour Begins at 07:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-42 184 File Name : h1901005 Site Code : 00000000 Start Date : 1/23/2019 Page No : 3 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: S. BRISTOL STREET JAMBOREE ROAD Southbound SR-73 EB ON RAMP Westbound JAMBOREE ROAD Northbound S. BRISTOL STREET Eastbound Start Time Righ t Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 0 180 0 180 0 0 0 0 19 525 0 544 278 201 267 746 1470 17:00 0 247 0 247 0 0 0 0 20 435 0 455 267 211 279 757 1459 17:15 0 293 0 293 0 0 0 0 26 439 0 465 223 216 228 667 1425 17:30 0 244 0 244 0 0 0 0 11 421 0 432 261 232 187 680 1356 Total Volume 0 964 0 964 0 0 0 0 76 1820 0 1896 1029 860 961 2850 5710 % App. Total 0 100 0 0 0 0 4 96 0 36.1 30.2 33.7 PHF .000 .823 .000 .823 .000 .000 .000 .000 .731 .867 .000 .871 .925 .927 .861 .941 .971 JAMBOREE ROAD S. BRISTOL STREET SR-73 EB ON RAMP JAMBOREE ROAD Right 0 Thru 964 Left 0 InOut Total 2781 964 3745 Right0 Thru0 Left0 OutTotalIn936 0 936 Left 0 Thru 1820 Right 76 Out TotalIn 1993 1896 3889 Left961 Thru860 Right1029 TotalOutIn0 2850 2850 Peak Hour Begins at 16:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-43 185 File Name : H1901022 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 City: NEWPORT BEACH N-S Direction: JAMBOREE ROAD E-W Direction: EASTBLUFF DRIVE Groups Printed- Turning Movements JAMBOREE ROAD Southbound UNIVERSITY DRIVE Westbound JAMBOREE ROAD Northbound EASTBLUFF DRIVE Eastbound Start Time Right Thru Left U turns Right Thru Left U turns Right Thru Left U turns Right Thru Left Int. Total 07:00 52 332 10 0 21 13 31 0 25 188 0 0 3 14 60 749 07:15 89 342 17 0 29 27 35 0 25 231 4 1 4 17 62 883 07:30 135 401 21 1 38 61 35 0 61 257 30 0 7 25 102 1174 07:45 97 397 26 0 38 46 52 0 63 298 33 2 24 34 130 1240 Total 373 1472 74 1 126 147 153 0 174 974 67 3 38 90 354 4046 08:00 92 345 23 1 44 20 64 0 43 345 7 4 7 29 113 1137 08:15 76 365 23 0 50 20 70 2 52 331 10 1 6 15 85 1106 08:30 59 416 29 1 34 22 47 0 36 318 2 0 5 37 99 1105 08:45 67 422 35 1 44 10 59 0 34 307 1 2 3 20 91 1096 Total 294 1548 110 3 172 72 240 2 165 1301 20 7 21 101 388 4444 16:30 75 262 22 0 28 21 36 0 63 309 8 1 2 23 56 906 16:45 122 372 34 0 37 30 54 0 48 385 10 3 5 18 48 1166 Total 197 634 56 0 65 51 90 0 111 694 18 4 7 41 104 2072 17:00 83 319 36 0 35 28 59 1 53 355 12 6 4 22 68 1081 17:15 132 443 43 0 27 27 55 1 58 386 5 1 5 22 51 1256 17:30 86 351 28 1 37 26 68 0 48 372 7 2 7 28 48 1109 17:45 86 402 53 1 33 18 62 0 45 338 6 1 2 25 58 1130 Total 387 1515 160 2 132 99 244 2 204 1451 30 10 18 97 225 4576 18:00 97 349 45 1 42 20 60 1 48 314 7 0 6 22 54 1066 18:15 75 319 45 3 37 20 54 0 53 311 7 3 0 19 46 992 Grand Total 1423 5837 490 10 574 409 841 5 755 5045 149 27 90 370 1171 17196 Apprch %18.3 75.2 6.3 0.1 31.4 22.4 46 0.3 12.6 84.4 2.5 0.5 5.5 22.7 71.8 Total %8.3 33.9 2.8 0.1 3.3 2.4 4.9 0 4.4 29.3 0.9 0.2 0.5 2.2 6.8 Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-44 186 File Name : H1901022 Site Code : 00000000 Start Date : 2/27/2019 Page No : 2 JAMBOREE ROAD Southbound UNIVERSITY DRIVE Westbound JAMBOREE ROAD Northbound EASTBLUFF DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 135 401 21 1 558 38 61 35 0 134 61 257 30 0 348 7 25 102 134 1174 07:45 97 397 26 0 520 38 46 52 0 136 63 298 33 2 396 24 34 130 188 1240 08:00 92 345 23 1 461 44 20 64 0 128 43 345 7 4 399 7 29 113 149 1137 08:15 76 365 23 0 464 50 20 70 2 142 52 331 10 1 394 6 15 85 106 1106 Total Volume 400 1508 93 2 2003 170 147 221 2 540 219 1231 80 7 1537 44 103 430 577 4657 % App. Total 20 75.3 4.6 0.1 31.5 27.2 40.9 0.4 14.2 80.1 5.2 0.5 7.6 17.9 74.5 PHF .741 .940 .894 .500 .897 .850 .602 .789 .250 .951 .869 .892 .606 .438 .963 .458 .757 .827 .767 .939 JAMBOREE ROAD EASTBLUFF DRIVE UNIVERSITY DRIVE JAMBOREE ROAD Right 400 Thru 1508 Left 93 U turns 2 InOut Total 1831 2003 3834 Right170 Thru147 Left221 Uturns2 OutTotalIn415 540 955 Left 80 Thru 1231 Right 219 U turns 7 Out TotalIn 1773 1537 3310 Left430 Thru103 Right44 TotalOutIn627 577 1204 Peak Hour Begins at 07:30 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-45 187 File Name : H1901022 Site Code : 00000000 Start Date : 2/27/2019 Page No : 3 JAMBOREE ROAD Southbound UNIVERSITY DRIVE Westbound JAMBOREE ROAD Northbound EASTBLUFF DRIVE Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left U turns App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 122 372 34 0 528 37 30 54 0 121 48 385 10 3 446 5 18 48 71 1166 17:00 83 319 36 0 438 35 28 59 1 123 53 355 12 6 426 4 22 68 94 1081 17:15 132 443 43 0 618 27 27 55 1 110 58 386 5 1 450 5 22 51 78 1256 17:30 86 351 28 1 466 37 26 68 0 131 48 372 7 2 429 7 28 48 83 1109 Total Volume 423 1485 141 1 2050 136 111 236 2 485 207 1498 34 12 1751 21 90 215 326 4612 % App. Total 20.6 72.4 6.9 0 28 22.9 48.7 0.4 11.8 85.6 1.9 0.7 6.4 27.6 66 PHF .801 .838 .820 .250 .829 .919 .925 .868 .500 .926 .892 .970 .708 .500 .973 .750 .804 .790 .867 .918 JAMBOREE ROAD EASTBLUFF DRIVE UNIVERSITY DRIVE JAMBOREE ROAD Right 423 Thru 1485 Left 141 U turns 1 InOut Total 1849 2050 3899 Right136 Thru111 Left236 Uturns2 OutTotalIn438 485 923 Left 34 Thru 1498 Right 207 U turns 12 Out TotalIn 1742 1751 3493 Left215 Thru90 Right21 TotalOutIn568 326 894 Peak Hour Begins at 16:45 Turning Movements Peak Hour Data North Transportation Studies, Inc. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 Apx-46 188 APPENDIX C LEVEL OF SERVICE WORKSHEETS Apx-47 189 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. Apx-48 190 EXISTING Apx-49 191 Default Scenario Tue Apr 6, 2021 21:00:40 Page 4-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.540 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 482 1605 0 0 275 240 0 0 0 208 1077 238 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 482 1605 0 0 275 240 0 0 0 208 1077 238 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 482 1605 0 0 275 240 0 0 0 208 1077 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 482 1605 0 0 275 240 0 0 0 208 1077 238 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 482 1605 0 0 275 240 0 0 0 208 1077 238 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.28 0.72 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5242 1158 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.33 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.13 0.21 0.21 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-50 192 Default Scenario Tue Apr 6, 2021 21:00:40 Page 5-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.675 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0 Growth Adj: 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1114 285 96 378 0 980 1818 464 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1114 285 96 378 0 980 1818 464 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1114 285 96 378 0 980 1818 464 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1114 285 96 378 0 980 1818 464 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.40 2.60 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2242 4158 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.18 0.06 0.08 0.00 0.44 0.44 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-51 193 Default Scenario Tue Apr 6, 2021 21:00:40 Page 6-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.643 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 96 1051 0 0 103 98 0 0 0 387 1306 203 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1051 0 0 103 98 0 0 0 387 1306 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1051 0 0 103 98 0 0 0 387 1306 203 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.00 3.60 0.40 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5754 646 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.33 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.24 0.23 0.31 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-52 194 Default Scenario Tue Apr 6, 2021 21:00:40 Page 7-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.479 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 385 381 165 326 0 755 1213 209 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 381 165 326 0 755 1213 209 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 385 381 165 326 0 755 1213 209 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 385 381 165 326 0 755 1213 209 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 385 381 165 326 0 755 1213 209 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.01 1.99 2.00 2.00 0.00 1.53 3.03 0.44 0.00 0.00 0.00 Final Sat.: 0 3217 3183 3200 3200 0 2455 4839 705 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.12 0.05 0.10 0.00 0.31 0.25 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-53 195 Default Scenario Tue Apr 6, 2021 21:00:40 Page 8-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.477 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 581 75 321 862 209 460 759 71 39 164 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 55 581 75 321 862 209 460 759 71 39 164 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 581 75 321 862 209 460 759 71 39 164 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 55 581 75 321 862 209 460 759 71 39 164 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.74 0.26 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 4389 411 3200 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.09 0.05 0.20 0.13 0.13 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-54 196 Default Scenario Tue Apr 6, 2021 21:00:40 Page 9-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.361 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 625 80 83 671 166 84 319 64 27 116 55 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 625 80 83 671 0 84 319 64 27 116 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 625 80 83 671 0 84 319 64 27 116 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 625 80 83 671 0 84 319 64 27 116 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 4.00 0.00 1.00 1.59 0.41 1.00 1.36 0.64 Final Sat.: 1600 4800 1600 1600 6400 0 1600 2546 654 1600 2171 1029 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.05 0.05 0.10 0.00 0.05 0.13 0.10 0.02 0.05 0.05 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-55 197 Default Scenario Tue Apr 6, 2021 21:00:40 Page 10-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.549 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 815 692 52 419 124 17 72 32 165 96 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 815 692 52 419 124 17 72 32 165 96 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 815 692 52 419 124 17 72 32 165 96 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 815 692 52 419 124 17 72 32 165 96 20 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.38 0.62 2.00 0.83 0.17 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2215 985 3200 1324 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.17 0.43 0.03 0.09 0.08 0.01 0.03 0.03 0.05 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-56 198 Default Scenario Tue Apr 6, 2021 21:00:40 Page 11-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.581 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 176 913 543 65 388 263 434 1017 181 327 735 203 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 913 543 65 388 0 434 1017 181 327 735 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 913 543 65 388 0 434 1017 181 327 735 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 913 543 65 388 0 434 1017 181 327 735 203 OvlAdjVol: 434 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.40 0.60 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5434 966 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.19 0.34 0.02 0.08 0.00 0.14 0.19 0.19 0.07 0.15 0.13 OvlAdjV/S: 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-57 199 Default Scenario Tue Apr 6, 2021 21:00:40 Page 12-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.671 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ovl Ignore Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 267 2328 137 44 2319 222 214 222 199 497 237 80 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 267 2328 0 44 2319 222 214 222 0 497 237 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 267 2328 0 44 2319 222 214 222 0 497 237 80 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 267 2328 0 44 2319 222 214 222 0 497 237 80 OvlAdjVol: 115 58 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.36 0.00 0.01 0.36 0.14 0.07 0.07 0.00 0.16 0.07 0.05 OvlAdjV/S: 0.07 0.04 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-58 200 Default Scenario Tue Apr 6, 2021 21:00:40 Page 13-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.598 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 1130 198 164 1782 138 73 197 50 327 283 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 109 1130 198 164 1782 138 73 197 0 327 283 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 1130 198 164 1782 138 73 197 0 327 283 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 109 1130 198 164 1782 138 73 197 0 327 283 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.40 0.60 2.00 2.78 0.22 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5446 954 3200 4454 346 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.21 0.21 0.05 0.40 0.40 0.02 0.06 0.00 0.10 0.09 0.06 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-59 201 Default Scenario Tue Apr 6, 2021 21:00:40 Page 14-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.377 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 721 1648 764 0 712 409 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 721 1648 764 0 712 409 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 721 1648 764 0 712 409 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 721 1648 764 0 712 409 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.73 1.27 0.00 3.18 1.82 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4374 2026 0 5081 2919 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.38 0.38 0.00 0.14 0.14 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-60 202 Default Scenario Tue Apr 6, 2021 21:00:41 Page 15-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.672 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1856 21 0 697 0 1228 527 1398 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1856 21 0 697 0 1228 527 1398 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1856 21 0 697 0 1228 527 1398 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1856 21 0 697 0 1228 527 1398 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.94 0.06 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7910 90 0 6400 0 3200 1600 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.23 0.00 0.11 0.00 0.38 0.33 0.44 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-61 203 Default Scenario Tue Apr 6, 2021 21:00:41 Page 16-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.616 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 87 1231 219 95 1508 400 430 103 44 223 147 170 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1243 221 96 1523 404 430 103 44 223 147 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 88 1243 221 96 1523 404 430 103 44 223 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1243 221 96 1523 404 430 103 44 223 147 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 88 1243 221 96 1523 404 430 103 44 223 147 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.61 0.39 1.00 1.81 1.19 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2582 618 1600 2893 1907 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.14 0.03 0.32 0.25 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-62 204 Default Scenario Tue Apr 6, 2021 21:01:10 Page 4-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.677 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 437 696 0 0 1012 1160 0 0 0 267 1803 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 437 696 0 0 1012 1160 0 0 0 267 1803 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 696 0 0 1012 1160 0 0 0 267 1803 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 437 696 0 0 1012 1160 0 0 0 267 1803 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6029 371 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.15 0.00 0.00 0.16 0.24 0.00 0.00 0.00 0.17 0.30 0.30 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-63 205 Default Scenario Tue Apr 6, 2021 21:01:10 Page 5-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.519 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0 Growth Adj: 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 670 259 206 1064 0 460 1001 556 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 670 259 206 1064 0 460 1001 556 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 670 259 206 1064 0 460 1001 556 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 670 259 206 1064 0 460 1001 556 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.26 2.74 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2015 4385 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.16 0.13 0.22 0.00 0.23 0.23 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-64 206 Default Scenario Tue Apr 6, 2021 21:01:10 Page 6-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.549 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 142 358 0 0 443 661 0 0 0 458 1477 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 358 0 0 443 661 0 0 0 458 1477 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 358 0 0 443 661 0 0 0 458 1477 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 358 0 0 443 661 0 0 0 458 1477 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 358 0 0 443 661 0 0 0 458 1477 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.61 2.39 0.00 0.00 0.00 1.00 3.78 0.22 Final Sat.: 3200 3200 0 0 2568 3832 0 0 0 1600 6042 358 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.11 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.29 0.24 0.33 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-65 207 Default Scenario Tue Apr 6, 2021 21:01:10 Page 7-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.483 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 168 319 245 725 0 258 1117 112 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 168 319 245 725 0 258 1117 112 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 168 319 245 725 0 258 1117 112 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 168 319 245 725 0 258 1117 112 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 168 319 245 725 0 258 1117 112 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.73 0.27 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5963 437 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.05 0.10 0.08 0.23 0.00 0.16 0.19 0.26 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-66 208 Default Scenario Tue Apr 6, 2021 21:01:10 Page 8-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.806 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 204 1087 52 157 943 583 315 319 64 78 1038 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 204 1087 52 157 943 583 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 204 1087 52 157 943 583 315 319 64 78 1038 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 204 1087 52 157 943 583 315 319 64 78 1038 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 4.00 1.00 1.00 4.00 1.00 2.00 2.50 0.50 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3998 802 3200 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.17 0.03 0.10 0.15 0.36 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-67 209 Default Scenario Tue Apr 6, 2021 21:01:10 Page 9-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.563 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 119 857 31 48 858 165 304 277 42 109 500 210 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 866 31 48 867 167 304 277 42 109 500 210 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 866 31 48 867 0 304 277 42 109 500 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 866 31 48 867 0 304 277 42 109 500 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 866 31 48 867 0 304 277 42 109 500 210 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 4.00 0.00 1.47 1.33 0.20 1.00 1.41 0.59 Final Sat.: 1600 4800 1600 1600 6400 0 2345 2132 323 1600 2254 946 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.18 0.02 0.03 0.14 0.00 0.13 0.13 0.13 0.07 0.22 0.22 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-68 210 Default Scenario Tue Apr 6, 2021 21:01:10 Page 10-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.515 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 37 802 276 57 917 47 98 141 194 612 89 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 37 802 276 57 917 47 98 141 194 612 89 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 802 276 57 917 47 98 141 194 612 89 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 802 276 57 917 47 98 141 194 612 89 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.50 0.50 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 800 800 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.17 0.17 0.04 0.19 0.03 0.06 0.09 0.12 0.19 0.11 0.11 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-69 211 Default Scenario Tue Apr 6, 2021 21:01:10 Page 11-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.672 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 Initial Bse: 261 671 315 153 1453 391 250 948 51 457 1004 200 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 261 671 315 153 1453 0 250 948 51 457 1004 200 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 261 671 315 153 1453 0 250 948 51 457 1004 200 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 261 671 315 153 1453 0 250 948 51 457 1004 200 OvlAdjVol: 163 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.80 0.20 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6076 324 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.14 0.20 0.05 0.30 0.00 0.08 0.16 0.16 0.10 0.21 0.12 OvlAdjV/S: 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-70 212 Default Scenario Tue Apr 6, 2021 21:01:10 Page 12-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.581 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ovl Ignore Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 142 2315 140 157 2450 226 188 210 205 256 215 109 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 145 2361 143 160 2499 231 188 210 205 256 215 109 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 145 2361 0 160 2499 231 188 210 0 256 215 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 145 2361 0 160 2499 231 188 210 0 256 215 109 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 145 2361 0 160 2499 231 188 210 0 256 215 109 OvlAdjVol: 137 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 6400 1600 3200 6400 1600 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.37 0.00 0.05 0.39 0.14 0.06 0.07 0.00 0.08 0.07 0.07 OvlAdjV/S: 0.09 0.02 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-71 213 Default Scenario Tue Apr 6, 2021 21:01:10 Page 13-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.608 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 1152 487 185 1356 144 175 586 192 202 334 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 74 1152 487 185 1356 144 175 586 0 202 334 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 1152 487 185 1356 144 175 586 0 202 334 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 74 1152 487 185 1356 144 175 586 0 202 334 152 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 2.71 0.29 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4338 462 3200 3200 1600 3200 3200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.30 0.06 0.31 0.31 0.05 0.18 0.00 0.06 0.10 0.10 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-72 214 Default Scenario Tue Apr 6, 2021 21:01:10 Page 14-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.464 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 735 1485 836 0 907 748 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 735 1485 836 0 907 748 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 735 1485 836 0 907 748 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 735 1485 836 0 907 748 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.56 1.44 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4094 2306 0 4800 3200 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.36 0.36 0.00 0.19 0.23 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-73 215 Default Scenario Tue Apr 6, 2021 21:01:11 Page 15-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.619 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1838 77 0 974 0 961 860 1029 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1838 77 0 974 0 961 860 1029 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1838 77 0 974 0 961 860 1029 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1838 77 0 974 0 961 860 1029 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.80 0.20 0.00 4.00 0.00 1.58 1.42 2.00 0.00 0.00 0.00 Final Sat.: 0 7679 321 0 6400 0 2533 2267 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.00 0.15 0.00 0.38 0.38 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-74 216 Default Scenario Tue Apr 6, 2021 21:01:11 Page 16-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.530 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 1 0 0 1 1 1 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 46 1498 207 142 1485 423 215 90 21 238 111 136 Growth Adj: 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1513 209 143 1500 427 215 90 21 238 111 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 46 1513 209 143 1500 427 215 90 21 238 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 1513 209 143 1500 427 215 90 21 238 111 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 46 1513 209 143 1500 427 215 90 21 238 111 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.41 0.59 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2256 944 1600 3200 1600 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.32 0.13 0.04 0.31 0.27 0.10 0.10 0.01 0.07 0.07 0.00 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-75 217 TPO YEAR 2022 WITHOUT PROJECT Apx-76 218 Default Scenario Tue Apr 6, 2021 21:01:39 Page 4-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.676 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 96 1051 0 0 103 98 0 0 0 387 1306 203 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 2 2 0 0 16 16 0 0 0 11 154 3 Initial Fut: 98 1053 0 0 119 114 0 0 0 398 1460 206 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 1053 0 0 119 114 0 0 0 398 1460 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 1053 0 0 119 114 0 0 0 398 1460 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 1053 0 0 119 114 0 0 0 398 1460 206 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.00 3.63 0.37 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5806 594 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.33 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.25 0.25 0.35 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-77 219 Default Scenario Tue Apr 6, 2021 21:01:39 Page 5-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.482 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 385 381 165 326 0 755 1213 209 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 381 165 326 0 755 1213 209 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 4 3 8 18 0 0 0 6 0 0 0 Initial Fut: 0 389 384 173 344 0 755 1213 215 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 389 384 173 344 0 755 1213 215 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 389 384 173 344 0 755 1213 215 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 389 384 173 344 0 755 1213 215 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.01 1.99 2.00 2.00 0.00 1.53 3.02 0.45 0.00 0.00 0.00 Final Sat.: 0 3221 3179 3200 3200 0 2455 4822 723 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.12 0.05 0.11 0.00 0.31 0.25 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-78 220 Default Scenario Tue Apr 6, 2021 21:01:39 Page 6-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.390 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 638 81 84 684 169 84 319 64 27 116 55 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 41 0 5 35 3 28 9 0 0 6 36 Initial Fut: 34 679 81 89 719 172 112 328 64 27 122 91 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 679 81 89 719 0 112 328 64 27 122 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 679 81 89 719 0 112 328 64 27 122 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 679 81 89 719 0 112 328 64 27 122 91 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 4.00 0.00 1.00 1.62 0.38 1.00 1.15 0.85 Final Sat.: 1600 4800 1600 1600 6400 0 1600 2594 606 1600 1833 1367 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.14 0.05 0.06 0.11 0.00 0.07 0.13 0.11 0.02 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-79 221 Default Scenario Tue Apr 6, 2021 21:01:39 Page 7-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.636 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 179 931 554 66 396 268 443 1037 184 334 750 207 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 9 9 10 24 9 6 47 0 73 233 35 Initial Fut: 179 940 563 76 420 277 449 1084 184 407 983 242 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 179 940 563 76 420 0 449 1084 184 407 983 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 940 563 76 420 0 449 1084 184 407 983 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 179 940 563 76 420 0 449 1084 184 407 983 242 OvlAdjVol: 428 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.42 0.58 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5470 930 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.35 0.02 0.09 0.00 0.14 0.20 0.20 0.08 0.20 0.15 OvlAdjV/S: 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-80 222 Default Scenario Tue Apr 6, 2021 21:01:40 Page 8-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.411 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 735 1681 779 0 726 417 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 7 45 17 0 87 155 0 0 0 0 0 0 Initial Fut: 742 1726 796 0 813 572 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 742 1726 796 0 813 572 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 742 1726 796 0 813 572 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 742 1726 796 0 813 572 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.74 1.26 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4381 2019 0 4800 3200 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.39 0.39 0.00 0.17 0.18 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-81 223 Default Scenario Tue Apr 6, 2021 21:01:40 Page 9-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.690 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1893 22 0 711 0 1228 527 1398 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 38 0 0 87 0 28 9 29 0 0 0 Initial Fut: 0 1931 22 0 798 0 1256 536 1427 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1931 22 0 798 0 1256 536 1427 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1931 22 0 798 0 1256 536 1427 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1931 22 0 798 0 1256 536 1427 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.94 0.06 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7911 89 0 6400 0 3200 1600 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.00 0.12 0.00 0.39 0.34 0.45 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-82 224 Default Scenario Tue Apr 6, 2021 21:02:17 Page 4-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.571 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 142 358 0 0 443 661 0 0 0 458 1477 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 358 0 0 443 661 0 0 0 458 1477 119 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 8 10 0 0 7 5 0 0 0 6 78 4 Initial Fut: 150 368 0 0 450 666 0 0 0 464 1555 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 150 368 0 0 450 666 0 0 0 464 1555 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 368 0 0 450 666 0 0 0 464 1555 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 150 368 0 0 450 666 0 0 0 464 1555 123 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.61 2.39 0.00 0.00 0.00 1.00 3.78 0.22 Final Sat.: 3200 3200 0 0 2581 3819 0 0 0 1600 6048 352 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.29 0.26 0.35 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-83 225 Default Scenario Tue Apr 6, 2021 21:02:17 Page 5-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.494 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 168 319 245 725 0 258 1117 112 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 168 319 245 725 0 258 1117 112 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 18 18 3 10 0 0 36 4 0 0 0 Initial Fut: 0 186 337 248 735 0 258 1153 116 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 186 337 248 735 0 258 1153 116 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 186 337 248 735 0 258 1153 116 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 186 337 248 735 0 258 1153 116 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.73 0.27 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5961 439 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.11 0.08 0.23 0.00 0.16 0.19 0.26 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-84 226 Default Scenario Tue Apr 6, 2021 21:02:17 Page 6-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.611 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 119 857 31 48 858 165 304 277 42 109 500 210 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 883 32 49 884 170 304 277 42 109 500 210 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 38 0 38 54 2 14 9 0 0 7 16 Initial Fut: 123 921 32 87 938 172 318 286 42 109 507 226 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 921 32 87 938 0 318 286 42 109 507 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 921 32 87 938 0 318 286 42 109 507 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 921 32 87 938 0 318 286 42 109 507 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 4.00 0.00 1.48 1.33 0.19 1.00 1.38 0.62 Final Sat.: 1600 4800 1600 1600 6400 0 2369 2121 310 1600 2213 987 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.19 0.02 0.05 0.15 0.00 0.13 0.13 0.14 0.07 0.23 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-85 227 Default Scenario Tue Apr 6, 2021 21:02:17 Page 7-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.712 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 266 684 321 156 1482 399 255 967 52 466 1024 204 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 20 77 38 8 6 5 249 0 33 114 21 Initial Fut: 266 704 398 194 1490 405 260 1216 52 499 1138 225 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 266 704 398 194 1490 0 260 1216 52 499 1138 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 266 704 398 194 1490 0 260 1216 52 499 1138 225 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 266 704 398 194 1490 0 260 1216 52 499 1138 225 OvlAdjVol: 232 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.84 0.16 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6140 260 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.15 0.25 0.06 0.31 0.00 0.08 0.20 0.20 0.10 0.24 0.14 OvlAdjV/S: 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-86 228 Default Scenario Tue Apr 6, 2021 21:02:17 Page 8-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.499 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 750 1514 853 0 925 763 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 6 254 30 0 40 79 0 0 0 0 0 0 Initial Fut: 756 1768 883 0 965 842 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 756 1768 883 0 965 842 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 756 1768 883 0 965 842 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 756 1768 883 0 965 842 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.67 1.33 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4269 2131 0 4800 3200 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.41 0.41 0.00 0.20 0.26 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-87 229 Default Scenario Tue Apr 6, 2021 21:02:17 Page 9-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.673 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1875 78 0 993 0 961 860 1029 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 110 0 0 40 0 167 7 36 0 0 0 Initial Fut: 0 1985 78 0 1033 0 1128 867 1065 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1985 78 0 1033 0 1128 867 1065 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1985 78 0 1033 0 1128 867 1065 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1985 78 0 1033 0 1128 867 1065 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.81 0.19 0.00 4.00 0.00 1.70 1.30 2.00 0.00 0.00 0.00 Final Sat.: 0 7696 304 0 6400 0 2714 2086 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 0.00 0.16 0.00 0.42 0.42 0.33 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-88 230 TPO YEAR 2022 WITH PROJECT Apx-89 231 Default Scenario Tue Apr 6, 2021 21:02:47 Page 6-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.678 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 96 1051 0 0 103 98 0 0 0 387 1306 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 96 1051 0 0 103 98 0 0 0 387 1306 203 Added Vol: 0 0 0 0 0 0 0 0 0 9 6 3 Approved: 2 2 0 0 16 16 0 0 0 11 154 3 Initial Fut: 98 1053 0 0 119 114 0 0 0 407 1466 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 1053 0 0 119 114 0 0 0 407 1466 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 1053 0 0 119 114 0 0 0 407 1466 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 1053 0 0 119 114 0 0 0 407 1466 209 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.00 3.63 0.37 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5801 599 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.33 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.25 0.25 0.35 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-90 232 Default Scenario Tue Apr 6, 2021 21:02:47 Page 7-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.488 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 385 381 165 326 0 755 1213 209 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 381 165 326 0 755 1213 209 0 0 0 Added Vol: 0 0 0 9 0 0 0 15 0 0 0 0 Approved: 0 4 3 8 18 0 0 0 6 0 0 0 Initial Fut: 0 389 384 182 344 0 755 1228 215 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 389 384 182 344 0 755 1228 215 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 389 384 182 344 0 755 1228 215 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 389 384 182 344 0 755 1228 215 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.01 1.99 2.00 2.00 0.00 1.52 3.03 0.45 0.00 0.00 0.00 Final Sat.: 0 3221 3179 3200 3200 0 2437 4848 715 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.12 0.06 0.11 0.00 0.31 0.25 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-91 233 Default Scenario Tue Apr 6, 2021 21:02:47 Page 8-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.391 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 638 81 84 684 169 84 319 64 27 116 55 Added Vol: 0 0 0 0 4 0 2 1 0 0 0 0 Approved: 0 41 0 5 35 3 28 9 0 0 6 36 Initial Fut: 34 679 81 89 723 172 114 329 64 27 122 91 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 679 81 89 723 0 114 329 64 27 122 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 679 81 89 723 0 114 329 64 27 122 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 679 81 89 723 0 114 329 64 27 122 91 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 4.00 0.00 1.00 1.62 0.38 1.00 1.15 0.85 Final Sat.: 1600 4800 1600 1600 6400 0 1600 2595 605 1600 1833 1367 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.14 0.05 0.06 0.11 0.00 0.07 0.13 0.11 0.02 0.07 0.07 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-92 234 Default Scenario Tue Apr 6, 2021 21:02:47 Page 9-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.637 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 179 931 554 66 396 268 443 1037 184 334 750 207 Added Vol: 9 0 0 0 0 6 0 3 3 0 6 0 Approved: 0 9 9 10 24 9 6 47 0 73 233 35 Initial Fut: 188 940 563 76 420 283 449 1087 187 407 989 242 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 940 563 76 420 0 449 1087 187 407 989 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 940 563 76 420 0 449 1087 187 407 989 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 940 563 76 420 0 449 1087 187 407 989 242 OvlAdjVol: 428 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.41 0.59 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5459 941 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.35 0.02 0.09 0.00 0.14 0.20 0.20 0.08 0.21 0.15 OvlAdjV/S: 0.27 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-93 235 Default Scenario Tue Apr 6, 2021 21:02:47 Page 10-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.424 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 735 1681 779 0 726 417 0 0 0 0 0 0 Added Vol: 22 6 0 0 0 21 0 0 0 0 0 0 Approved: 7 45 17 0 87 155 0 0 0 0 0 0 Initial Fut: 764 1732 796 0 813 593 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 764 1732 796 0 813 593 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 764 1732 796 0 813 593 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 764 1732 796 0 813 593 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.74 1.26 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4385 2015 0 4800 3200 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.39 0.39 0.00 0.17 0.19 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-94 236 Default Scenario Tue Apr 6, 2021 21:02:47 Page 11-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.692 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1893 22 0 711 0 1228 527 1398 0 0 0 Added Vol: 0 6 0 0 0 0 21 0 3 0 0 0 Approved: 0 38 0 0 87 0 28 9 29 0 0 0 Initial Fut: 0 1937 22 0 798 0 1277 536 1430 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1937 22 0 798 0 1277 536 1430 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1937 22 0 798 0 1277 536 1430 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1937 22 0 798 0 1277 536 1430 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.94 0.06 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7912 88 0 6400 0 3200 1600 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.00 0.12 0.00 0.40 0.34 0.45 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-95 237 Default Scenario Tue Apr 6, 2021 21:03:24 Page 6-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Birch St (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.577 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 142 358 0 0 443 661 0 0 0 458 1477 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 358 0 0 443 661 0 0 0 458 1477 119 Added Vol: 0 0 0 0 0 0 0 0 0 29 20 9 Approved: 8 10 0 0 7 5 0 0 0 6 78 4 Initial Fut: 150 368 0 0 450 666 0 0 0 493 1575 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 150 368 0 0 450 666 0 0 0 493 1575 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 368 0 0 450 666 0 0 0 493 1575 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 150 368 0 0 450 666 0 0 0 493 1575 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.61 2.39 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 3200 0 0 2581 3819 0 0 0 1600 6029 371 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.31 0.26 0.36 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-96 238 Default Scenario Tue Apr 6, 2021 21:03:24 Page 7-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.496 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 168 319 245 725 0 258 1117 112 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 168 319 245 725 0 258 1117 112 0 0 0 Added Vol: 0 0 0 29 0 0 0 10 0 0 0 0 Approved: 0 18 18 3 10 0 0 36 4 0 0 0 Initial Fut: 0 186 337 277 735 0 258 1163 116 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 186 337 277 735 0 258 1163 116 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 186 337 277 735 0 258 1163 116 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 186 337 277 735 0 258 1163 116 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.73 0.27 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5965 435 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.11 0.09 0.23 0.00 0.16 0.19 0.27 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-97 239 Default Scenario Tue Apr 6, 2021 21:03:24 Page 8-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 MacArthur Blvd (NS) at Birch St (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.612 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 119 857 31 48 858 165 304 277 42 109 500 210 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 883 32 49 884 170 304 277 42 109 500 210 Added Vol: 0 0 0 0 3 0 6 3 0 0 0 0 Approved: 0 38 0 38 54 2 14 9 0 0 7 16 Initial Fut: 123 921 32 87 941 172 324 289 42 109 507 226 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 921 32 87 941 0 324 289 42 109 507 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 921 32 87 941 0 324 289 42 109 507 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 921 32 87 941 0 324 289 42 109 507 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 4.00 0.00 1.49 1.32 0.19 1.00 1.38 0.62 Final Sat.: 1600 4800 1600 1600 6400 0 2374 2118 308 1600 2213 987 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.19 0.02 0.05 0.15 0.00 0.14 0.14 0.14 0.07 0.23 0.23 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-98 240 Default Scenario Tue Apr 6, 2021 21:03:24 Page 9-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.715 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 266 684 321 156 1482 399 255 967 52 466 1024 204 Added Vol: 6 0 0 0 0 4 0 9 11 0 4 0 Approved: 0 20 77 38 8 6 5 249 0 33 114 21 Initial Fut: 272 704 398 194 1490 409 260 1225 63 499 1142 225 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 272 704 398 194 1490 0 260 1225 63 499 1142 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 272 704 398 194 1490 0 260 1225 63 499 1142 225 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 272 704 398 194 1490 0 260 1225 63 499 1142 225 OvlAdjVol: 232 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.81 0.19 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6089 311 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.15 0.25 0.06 0.31 0.00 0.08 0.20 0.20 0.10 0.24 0.14 OvlAdjV/S: 0.15 Crit Moves: **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-99 241 Default Scenario Tue Apr 6, 2021 21:03:24 Page 10-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.508 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 750 1514 853 0 925 763 0 0 0 0 0 0 Added Vol: 15 20 0 0 0 14 0 0 0 0 0 0 Approved: 6 254 30 0 40 79 0 0 0 0 0 0 Initial Fut: 771 1788 883 0 965 856 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 771 1788 883 0 965 856 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 771 1788 883 0 965 856 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 771 1788 883 0 965 856 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.68 1.32 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4285 2115 0 4800 3200 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.42 0.42 0.00 0.20 0.27 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-100 242 Default Scenario Tue Apr 6, 2021 21:03:24 Page 11-1 -------------------------------------------------------------------------------- MEDICAL OFFICES (1400 - 1420 BRISTOL STREET NORTH) TPO Year 2022 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.680 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1875 78 0 993 0 961 860 1029 0 0 0 Added Vol: 0 4 0 0 0 0 30 0 9 0 0 0 Approved: 0 110 0 0 40 0 167 7 36 0 0 0 Initial Fut: 0 1989 78 0 1033 0 1158 867 1074 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1989 78 0 1033 0 1158 867 1074 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1989 78 0 1033 0 1158 867 1074 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1989 78 0 1033 0 1158 867 1074 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.81 0.19 0.00 4.00 0.00 1.72 1.28 2.00 0.00 0.00 0.00 Final Sat.: 0 7697 303 0 6400 0 2745 2055 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 0.00 0.16 0.00 0.42 0.42 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx-101 243 APPENDIX D APPROVED PROJECTS LIST Apx-102 244 1/7/2021 Report - Traffics / 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)15 958 HOAG HEALTH CENTER 500-540 SUPERIOR 95 959 NORTH NEWPORT CENTER 0 962 328 OLD NEWPORT MEDICAL OFFICE GPA 0 965 MARINER'S POINTE 23,015 SQ FT COMMERCIAL CENTER 82 968 UPTOWN NEWPORT (PHASE 2)0 969 UPTOWN NEWPORT (PHASE 1)5 971 BACK BAY LANDING 300 ECH 0 974 BIRCH NEWPORT EXECUTIVE CTR 70 975 EBB TIDE RESIDENTIAL 20 976 ENC PRE-SCHOOL 0 977 BALBOA MARINA WEST 0 979 NEWPORT CROSSINGS 0 980 Museum House - Vivante Senior Center 0 Apx-103 245 1/7/2021 Report - Traffics / Approved Projects 80% Volume Summary Intersection Report NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 5 35 10 0 0 1 4 0 35 0 4 6 0 0 0 0 PM 35 15 12 0 0 2 33 0 15 0 8 4 0 0 0 0 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 7 26 6 0 0 4 3 8 18 0 0 0 6 0 0 0 PM 36 13 40 0 0 18 18 3 10 0 0 36 4 0 0 0 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 38 87 66 0 0 38 0 0 87 0 28 9 29 0 0 0 PM 110 40 210 0 0 110 0 0 40 0 167 7 36 0 0 0 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 5 4 0 170 0 5 0 0 4 0 0 0 0 31 139 0 PM 9 2 0 85 0 9 0 0 2 0 0 0 0 14 71 0 Intersection (4155 ::: IRVINE AVE / CAMPUS DR BRISTOL ST) Intersection (4160 ::: BRISTOL ST / BIRCH ST ) Intersection (4170 ::: JAMBOREE RD / BRISTOL ST ) Intersection (4172 ::: CAMPUS DR / BRISTOL ST N ) Apx-104 246 1/7/2021 Report - Traffics / Approved Projects 80% Volume Summary Intersection Report NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 4 32 0 168 2 2 0 0 16 16 0 0 0 11 154 3 PM 18 12 0 88 8 10 0 0 7 5 0 0 0 6 78 4 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 69 242 0 0 7 45 17 0 87 155 0 0 0 0 0 0 PM 290 119 0 0 6 254 30 0 40 79 0 0 0 0 0 0 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 18 43 53 341 0 9 9 10 24 9 6 47 0 73 233 35 PM 97 52 254 168 0 20 77 38 8 6 5 249 0 33 114 21 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 46 42 0 0 0 46 0 0 42 0 0 0 0 0 0 0 PM 45 50 0 0 0 45 0 0 50 0 0 0 0 0 0 0 Intersection (4175 ::: BRISTOL ST N / BIRCH ST ) Intersection (4190 ::: JAMBOREE RD / BRISTOL ST N ) Intersection (4275 ::: JAMBOREE RD / MACARTHUR BLVD ) Intersection (4285 ::: MACARTHUR BLVD / NEWPORT PLACE DR VON KARMAN AVE) Apx-105 247 1/7/2021 Report - Traffics / Approved Projects 80% Volume Summary Intersection Report NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 41 43 37 42 0 41 0 5 35 3 28 9 0 0 6 36 PM 38 94 23 23 0 38 0 38 54 2 14 9 0 0 7 16 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 104 44 0 13 0 104 0 3 41 0 0 0 0 0 0 13 PM 67 107 0 7 0 67 0 14 93 0 0 0 0 0 0 7 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 220 26 8 2 36 173 11 0 26 0 0 0 8 2 0 0 PM 105 177 39 12 19 80 6 0 177 0 0 0 39 12 0 0 NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 47 114 0 0 0 43 4 0 114 0 0 0 0 0 0 0 PM 140 75 0 7 0 133 7 0 75 0 0 0 0 7 0 0 Intersection (4295 ::: BIRCH ST / MACARTHUR BLVD ) Intersection (4300 ::: CAMPUS DR / MACARTHUR BLVD ) Intersection (4305 ::: JAMBOREE RD / CAMPUS DR ) Intersection (4765 ::: JAMBOREE RD / EASTBLUFF DR / UNIVERSITY DR) Apx-106 248 1/7/2021 Report - Traffics / Approved Projects 80% Volume Summary Intersection Report NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 30 51 8 17 1 21 8 0 49 2 2 5 1 16 1 0 PM 86 40 10 10 4 64 18 0 29 11 5 3 2 6 4 0 Intersection (4995 ::: BISON AVE / MACARTHUR BLVD ) Apx-107 249 APPENDIX E TPO ONE-PERCENT THRESHOLD ANALYSIS Apx-108 250 NB SB EB WB NB SB EB WB NB SB EB WB NB SB EB WB 1. Campus Dr (NS) at Bristol St North (EW)2092 519 0 1693 21 6 0 17 0 0 0 6 No No No No 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)1431 509 3272 0 15 6 33 0 6 3 9 0 No No No No 3. Birch St (NS) at Bristol St North (EW)1151 233 0 2064 12 3 0 21 0 0 0 18 No No No No 4. Birch St (NS) at Bristol St South (EW)773 517 2183 0 8 6 22 0 0 9 15 0 No Yes No No 5. MacArthur Blvd (NS) at Campus Dr (EW)4 828 1464 1290 287 9 15 13 3 2 4 0 0 No No No No 6. MacArthur Blvd (NS) at Birch St (EW)794 980 504 240 8 10 6 3 0 4 3 0 No No No No 7. MacArthur Blvd (NS) at Newport Pl Dr/Von Karman Ave (EW) 1630 649 121 281 17 7 2 3 0 4 0 2 No No No No 8. MacArthur Blvd (NS) at Jamboree Rd (EW)4 1682 773 1717 1632 17 8 18 17 9 6 6 6 No No No No 9. MacArthur Blvd (NS) at Bison Ave (EW)2814 2688 643 831 29 27 7 9 9 3 0 0 No No No No 10. Jamboree Rd (NS) at Campus Dr (EW)4 1686 2151 328 712 17 22 4 8 3 6 0 0 No No No No 11. Jamboree Rd (NS) at Bristol St North (EW)3264 1385 0 0 33 15 0 0 28 21 0 0 No Yes No No 12. Jamboree Rd (NS) at Bristol St South (EW)1953 798 3219 0 20 8 33 0 6 0 24 0 No No No No 13. Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW)1631 2177 577 540 17 22 6 6 6 3 0 0 No No No No NB SB EB WB NB SB EB WB NB SB EB WB NB SB EB WB 1. Campus Dr (NS) at Bristol St North (EW)1142 2174 0 2266 12 22 0 23 0 0 0 20 No No No No 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW)982 1285 2029 0 10 13 21 0 4 9 6 0 No No No No 3. Birch St (NS) at Bristol St North (EW)518 1116 0 2142 6 12 0 22 0 0 0 58 No No No Yes 4. Birch St (NS) at Bristol St South (EW)523 983 1527 0 6 11 16 0 0 29 10 0 No Yes No No 5. MacArthur Blvd (NS) at Campus Dr (EW)4 1436 1823 698 1332 15 19 7 14 6 3 0 0 No No No No 6. MacArthur Blvd (NS) at Birch St (EW)1076 1197 646 842 11 12 7 9 0 3 9 0 No No Yes No 7. MacArthur Blvd (NS) at Newport Pl Dr/Von Karman Ave (EW) 1182 1091 433 790 12 11 5 8 0 3 0 1 No No No No 8. MacArthur Blvd (NS) at Jamboree Rd (EW)4 1368 2089 1528 1862 14 21 16 19 6 4 20 4 No No Yes No 9. MacArthur Blvd (NS) at Bison Ave (EW)2788 2986 613 590 28 30 7 6 6 11 0 0 No No No No 10. Jamboree Rd (NS) at Campus Dr (EW)4 1851 1895 992 700 19 19 10 7 9 4 0 0 No No No No 11. Jamboree Rd (NS) at Bristol St North (EW)3407 1807 0 0 35 19 0 0 35 14 0 0 Yes No No No 12. Jamboree Rd (NS) at Bristol St South (EW)2063 1033 3060 0 21 11 31 0 4 0 39 0 No No Yes No 13. Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW)1943 2187 326 492 20 22 4 5 4 9 0 0 No No No No ID Study Intersection Traffic Phasing Ordinance (TPO) One-Percent Threshold Calculations ID Study Intersection Approach Totals TPO Year 2022 Without Project Approach Totals TPO Year 2022 Without Project Threshold Met? Threshold Met? 1% of TPO Volume 1% of TPO Volume Project Volume Project Volume Apx-109 251 GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202, Santa Ana, CA 92705 714.795.3100 | www.ganddini.com 252 Attachment No. PC 5 Building Inspection Report 253 INTENTIONALLY BLANK PAGE254 255 256 257 258 259 260 Attachment No. PC 6 Tentative Parcel Map 261 INTENTIONALLY BLANK PAGE262 BRISTOL STREET (PUBLIC)CLSPRUCE AVENUE (PUBLIC) CLCITY OF NEWPORT BEACHGNIREENEIGN2400 Camino Ramon, Suite 340San Ramon, California 94583tel 925.830.8502 fax 925.480.5153www.fuscoe.comFOR COMMERCIAL CONDOMINIUM & CONVEYANCE PURPOSES ONLYNO NEW DEVELOPMENT IS PROPOSEDTENTATIVE PARCEL MAP NO. 2020-1161400 NORTH BRISTOL STREET APN: 427-332-0203/23/2020PA2020-052263 INTENTIONALLY BLANK PAGE264 Attachment No. PC 7 Project Renderings (Under Separate Permit) 265 INTENTIONALLY BLANK PAGE266 267 268 269 270 271 272 Attachment No. PC 8 Project Plans 273 INTENTIONALLY BLANK PAGE274 (/(&75,&$/522067$,567$,51(:(/(9$725:20(15(6752200(15(6752206287+(175</2%%<1257+(175<6287+(175</2%%<67$,567$,5(/(&75,&$/5220%5($.52200$1$*(0(172)),&(-$1&$123<&&$123<&&$123<&(/(&75,&$/52205(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59(' 5(6(59('67$,59$/(7'5232))3,&.839$/(7'5232))3,&.839$/(7'5232))3,&.839$/(7'5232))3,&.839$/(7'5232))3,&.839$/(7'5233,&.832))9$/(7'5232))3,&.835(6(59(' %5,672/6716358&($9( '5,9(:$< 9,(:9,(:9,(: 7<3 7<3 7<3 7<3 7<37<37<3 '5,9(:$< %5,672/671%5,672/671 7<3 7<3 $ 9,(:$ .(<127( 1 29(5+$1*&$123<6758&785(:,7+62/$53$1(/522),1* 1 &$5&$3$&,7<3$5.,1*&$5/,)76<67(0'$6+/,1(,1',&$7(63257,212)(;,67,1*&85%$1'3/$17(572%(02',),(' 1 /$1'6&$3($1'+$5'6&$3( 1 +,*+*5((16&5((19$/(7$77(1'$17&29(5('6($7,1*$1'352&(66,1*$5($ 1 :,'(7581&$7(''20(3$9(565(675,3(72'(*3$5.,1* )520'(* 5(029( ( %2//$5'7<36,7(6,*1$*(725($' 72$//'(6,*1$7('7(1$176 3$5.,19$/(7'5232))$5($'85,1*%86,1(66+2856%(7:((1 $072 30$1':$,7)259$/(7$77(1'$176,7(6,*1$*(725($' 9$/(7'5232))$5($ 3/($6(3$5.&$5+(5($1':$,7)259$/(7$77(1'$17727$.(<285.(<6$1'3$5.<285&$57+(:25'9$/(7'5232))72%(3$,17('$77+,667$// 1 0(7$/&/$':$//$1'62)),7 1 67((/)5$0('&$123< 1 67((/)5$0('75(//,6 1 02180(176,*1$*( %<27+(566(3$5$7(68%0,77$/ ( 75$6+(1&/2685( 1 +<'5$8/,&32:(56<67(03523(57</,1($&&(66,%/(5287(3(5&%&$$1$&&(66,%/(5287(6+$//%(3529,'('72$//3257,212)7+(%8,/',1*5(48,5('72%($&&(66,%/($&&(66,%/(%8,/',1*(175$1&(6$1'%(7:((17+(%8,/',1*$1'7+(38%/,&:$<7+($&&(66,%/(5287(6+$//%(7+(0267',5(&75287($1'720$;,080(;7(1')($6,%/(&2,1&,'(:,7+7+(5287()257+(*(1(5$/38%/,&$1'%8,/',1*5(6,'(1766((&,9,/':*)25$'',7,21$/,1)250$7,21/(*(1'&RUSRUDWH3DUN6XLWH,UYLQH&$ ZZZYGEJFRP 9DULVFR'HVLJQV,QF $0$ 3$5.,1*3/$11(:3257%($&+&$%5,672/ 1%5,672/67 1(:3257%($&+&$ 3$5.,1*3/$13+$6(3529,'('3$5.,1*$&&(66,%/( $&&(66,%/(9$1 3$5.3/86: 67$1'$5' [ 67$1'$5' [ GHJ 67$1'$5' [ 1(6:PA2020-052Attachment No. PC 8 - Project Plans275 UPNO P A R K I N G NO P A R K I N G VA N NO P A R K I N G BRISTOL STREETEXISTING BLDG. CEXISTING BLDG. ASPRUCE AVENUEEXISTING BLDG. BVA NPLANT SCHEDULETREESSYMBOL BOTANICAL NAMECOMMON NAMESIZE /FORMHT. X SPRD.X CAL. (MIN)WATERUSEDESCRIPTIONQTY.CERCIS CANADENSIS EASTERN REDBUD24" BOXSTD.8'H X 3'WX 1-1/4"CMSMALLFLOWERING TREE6LOPHOSTEMONCONFERTUSBRISBANE BOX24" BOXSTD.10'H X 4'WX 1-1/2"CAL..MEVERGREENSCREENING TREE23OLEA EUROPAEA 'SWANHILL'SWAN HILL FRUITLESSOLIVE36" BOXMULTI-TRUNK8'H X 6' WLSPECIMENACCENT TREE22PLATANUS ACERIFOLIA LONDON PLANE TREE24" BOXSTD.10'H X 4'WX 1-1/2"CAL.MDECIDUOUSPERIMETER TREE12RHUS LANCEAAFRICAN SUMAC24" BOXSTD.9'W X 3'W X1-1/4" CAL.LPARKING LOTCANOPY TREE11SHRUBS, GRASSES, & GROUNDCOVERSSYMBOL KEY BOTANICAL NAMECOMMON NAMESIZE SPACINGWATERUSEDESCRIPTIONQTY.AGAVE 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL. 30" O.C. LSUCCULENTACCENT297ASPARAGUSDENSIFLORUSASPARAGUS FERN 1 GAL. 24" O.C. M UPRIGHT ACCENT 174CALLIANDRAINAEQUILATERAPINK POWDER PUFF 1 GAL. PER PLAN M SCREENING VINE 2CAREX DIVULSABERKELEY SEDGE 1 GAL. 24" O.C. LORNAMENTALGRASS2,135DIANELLA T. 'VARIEGATA'VARIEGATED FLAXLILY5 GAL. 36" O.C. M UPRIGHT ACCENT87LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GAL. 36" O.C. LFLOWERING LOWSHRUB649MISCANTHUS S.'MORNING LIGHT'SILVER GRASS 5 GAL. 48" O.C. MORNAMENTALGRASS169OLEA EUROPAEA'MONTRA'LITTLE OLLIE 5 GAL. 48" O.C. L LARGE SHRUB184WATER USE KEY:VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED IS PER 'WATERUSE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF NEWPORT BEACH.1400-1420 BRISTOL NEW PORT BEACH , CALIFORNIAJOB # 21007DATE 05/05/21PRELIMINARY LANDSCAPE PLANL1.1GREEN SCREENGREEN SCREENGREEN SCREENSOFT SEATINGSOFT SEATINGSOFT SEATINGRETAINING WALLRETAINING WALLADD PLANTER/COBBLEAREA DRAINAGEUPDATE TO NEWLAYOUTUPDATE ELEVATORLOCATIONPROVIDE COSTESTIAMTE FORLANDSCAPE ANDIRIRGATOINPA2020-052Attachment No. PC 8 - Project Plans276 1400-1420 BRISTOL NEW PORT BEACH , CALIFORNIAJOB # 21007DATE 05/05/21TREESSHRUBS, GRASSES & GROUNDCOVERSOLEA EUROPEA 'SWAN HILL' /FRUITLESS OLIVELOPHOSTEMON CONFERTUS /BRISBANE BOXCERCIS CANADENSIS /EASTERN REDBUDPLATANUS ACERIFOLIA /LONDON PLANE TREERHUS LANCEA /AFRICAN SUMACAGAVE 'BLUE GLOW' /BLUE GLOW AGAVEASPARAGUS DENSIFLORUS /ASPARAGUS FERNCALIANDRA INAEQUILATERA /PINK POWDERPUFFCAREX DIVULSA /BERKELEY SEDGEOLEA EUROPAEA 'MONTRA' /LITTLE OLLIEMISCANTHUS S. 'MORNING LIGHT' /SILVER GRASSLANTANA 'NEW GOLD' /NEW GOLD LANTANADIANELLA T. 'VARIEGATA' /VARIEGATED FLAX LILYPLANT MATERIAL IMAGERYL3.1PA2020-052Attachment No. PC 8 - Project Plans277 October 7, 2021, Planning Commission Item 4 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. 4. BSP BRISTOL, LLC MEDICAL OFFICES (PA2020-052) I have limited time and interest in trying to understand this 277-page staff report on a topic that has been debated at length at two previous Planning Commission meetings. Like all Newport Beach Planning Commission staff reports, attempts to understand it from the posted PDF file are complicated by an absence of electronic bookmarks guiding readers to where the various attachments within the document are located.1 *** Judging from the title and opening paragraphs (on handwritten page 17) of the proposed new resolution, it appears staff is now recommending a flat 70% conversion of floor area from office to medical uses and a 150-space parking lot not including lifts. To accomplish this, according to Decision Section 4.2 on handwritten page 31, staff is asking the Commission to approve: Condominium Conversion No. CC2020-02 Tentative Parcel Map No. NP2020-003 Conditional Use Permit UP2020-185 Traffic Study No. TS2021-001 and the waiver provided herein Tentative Parcel Map No. NP2020-003 is provided for inspection as Attachment PC 6 on handwritten page 263. Traffic Study No. TS2021-001, although not clearly identified, is evidently the “Traffic Impact Analysis” of Attachment PC 4, starting on handwritten page 101, even though that is a study of 100% conversion. Presumably the assumption is that the impact of 70% conversion will be less than 100% conversion? The “waiver” apparently refers to the waiver of NBMC Section 19.64.080, regarding utility connections, described in Findings Section 3.D of the resolution, on handwritten page 20. It is not clear to me if “Condominium Conversion No. CC2020-02” and “Conditional Use Permit UP2020-185” are yet-to-be-prepared separate documents that have not been provided for inspection (if so, how can the Commission approve what it has not seen?) or are identical to the resolution itself.2 1 Admittedly, they can be found among the multiple hits returned using the Adobe “search” function on text such as “PC 4.” But why should the planners not provide definitive bookmarks? I am guessing that if the Commissioners have paper copies, the attachments are separated by tab sheets, which are the paper equivalent. 2 Condition of Approval No. 3 on handwritten page 32 implies that the Commission’s resolution is the Conditional Use Permit. Planning Commission - October 7, 2021 Item No. 4a - Additional Materials Received BSP Bristol, LLC Medical Offices (PA2020-052) October 7, 2021, PC agenda Item 4 comments - Jim Mosher Page 2 of 2 Fact in Support of Finding 3.K.2 on handwritten page 23 additionally refers to a “parking management plan” that justifies a reduction in parking. This presumably is also being approved by the Commission at refers to Attachment PC 3 on handwritten page 99? Finally (and I may well have missed something), Condition of Approval No. 1 on handwritten page 32, refers to “the approved site plan, floor plans and building elevations” which is presumably a reference to Attachment PC 8 (Project Plans), beginning on handwritten page 275. *** Given this limited attempt to understand what is before the Commission for approval, my comments are: 1. Doesn’t there have to be a condition of approval limiting the conversion to 70% of currently existing floor area? If it exists, where is it? 2. Don’t the statements in Facts in Support of Findings 3.Y.3 and 3.Z.2 on handwritten pages 29 and 30, that “the proposed project is anticipated to generate approximately 1,306 average daily trips,” need to be revised? Isn’t 1,306 the trip generation for 100% conversion, which is no longer the proposed project? 3. If the Commission finds it essential to justify a reduction in parking, as the resolution says it does, doesn’t there have to be a condition of approval requiring use of the parking management plan? 4. Will the “approved project plans” be sufficient to ensure at least 150 parking spaces will be provided? Or does that need to be included as a condition of approval? 5. Don’t the project plans need to be revised? As best I can tell, the plan on handwritten page 275 illustrates a parking lot with 167 spaces, 34 of which are in lifts (and with seven marked for a valet service not mentioned in the new parking management plan). 6. Why does Decision Section 4.3 on handwritten page 31 say “This Project shall become final and effective 10 days following the date this Resolution was adopted”? Isn’t there normally a longer appeal period for at least the conditional use permit? Planning Commission - October 7, 2021 Item No. 4a - Additional Materials Received BSP Bristol, LLC Medical Offices (PA2020-052) 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: David S. Lee, Associate Planner Date: October 6, 2021 Re: Additional Materials for BSP Bristol, LLC Medical Offices (PA2020-052) ________________________________________________________________ Please see the attached site plan for 1400 and 1420 North Bristol Street, which has been updated to clarify the proposed 150-space parking lot. The site plan distributed with the staff report inadvertently included the previous total parking count of 167 spaces which accounted for 17 lift spaces that are no longer proposed for the project. In addition, Fact in Support of Finding Z.2 (Handwritten Pg. 30 of the Staff Report) has been updated to clarify the average daily trips generated by the reduced medical office use: In response to a public comment recently received by staff, the limitation of medical office space to a maximum of 70 percent of the existing building is reflected in the revised project description and does not require a specific condition of approval to be enforceable. Similarly, the site plan memorializes the 150-space parking requirement. Staff will prepare draft condition language should the Commission wish to enumerate the limitations further with a specific condition. Planning Commission - October 7, 2021 Item No. 4b - Additional Materials Received from Staff BSP Bristol, LLC Medical Offices (PA2020-052) BSP Bristol Medical Condominiums Condominium Conversion, Tentative Parcel Map, Conditional Use Permit, Traffic Study 1400 and 1420 Bristol Street North Planning Commission Public Hearing October 7, 2021 Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) Community Development Department -Planning Division 2 September 9 100% Medical Office Parking Lifts Today 70% Medical Office (30% Professional) No Parking Lifts Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) Community Development Department -Planning Division 3 30% Pro. Office 1 space per ?? SF100% Medical Office 1 space per 200 SF Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) Community Development Department -Planning Division 4 PC 11 Zoning Code ITE Standard Parking Rate 1 space per 225 1 space per 250 1 space per 400 Parking Provided 150 spaces 150 spaces 150 spaces Parking Required 167 spaces 150 spaces 94 spaces •PC allows modification to 1 per 250 with discretionary approval •Zoning Code rate used Citywide for Professional Offices •Supported by ITE data Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) Community Development Department -Planning Division 5 Use Floor Area (SF)Parking Rate Required Parking Professional Office (30%)11,255 1 per 250 SF*45 spaces Medical Office (70%)26,260 1 per 200 SF 132 spaces Total 37,515 N/A 177 spaces Provided Parking 150 spaces Deficit 27 spaces •Requesting a parking waiver of 27 spaces per Code Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) Community Development Department -Planning Division 6 Use Code Required Parking Rate Demand Professional Office (30%)45 spaces 1 per 250 45 spaces Medical Office (70%)132 spaces 1 per 258*102 spaces Total 177 spaces N/A 147 spaces Provided Parking 150 spaces Surplus 3 spaces •Parking Study provided by RK Engineering dated August 12, 2021 •Data collected from 3 comparable O.C. Medical Offices •Non Urgent Care sites Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) Community Development Department -Planning Division 7 17 •Improved parking lot •Parcel Map for condos •Landscaping with hedges Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) Recommended Action Conduct a public hearing Find this project exempt from CEQA pursuant to Class 1 (Existing Facilities) of the CEQA Guidelines Adopt Resolution PC2021-027, approving: Condominium Conversion No. CC2020-002 Tentative Parcel Map No. NP2020-003 Conditional Use Permit No. UP2020-185 Traffic Study No. TS2021-001 Community Development Department -Planning Division 8 Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052) For more information Contact Questions? Applicant: Matt Haugen / Phil GreerDavid Lee 949-644-3225 dlee@newportbeachca.gov www.newportbeachca.gov Community Development Department -Planning Division 9 Planning Commission - October 7, 2021 Item 4c - Additional Materials Presented at the Meeting by Staff BSP Bristol, LLC Medical Offices (PA2020-052)