Loading...
HomeMy WebLinkAbout15 - Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161)Q SEW Pp�T CITY OF z NEWPORT BEACH c�<,FORN'P City Council Staff Report March 22, 2022 Agenda Item No. 15 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Seimone Jurjis, Community Development Director - 949-644-3232, sjurjis@newportbeachca.gov PREPARED BY: Chelsea Crager, Associate Planner, ccrager@newportbeachca.gov PHONE: 949-644-3227 TITLE: Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) /_1 16*1 d:7_T" IF The applicant is processing several entitlement applications that would allow for the development of a 193 -unit apartment building atop a 346 -space parking structure. The project is located in the Newport Place Planned Community, and at the northeast corner of Bristol Street North and Spruce Street in the Airport Area. Implementation of the proposed project would require demolition of the existing 33,292 -square -foot office building and surface parking within the 1.97 -acre site. For the City Council's consideration is the adoption of two resolutions for environmental clearance and planning applications of which one is for the transfer of development rights from the Uptown Newport Phase 1 Development. RECOMMENDATION: a) Conduct a public hearing; b) Adopt Resolution No. 2022-19, A Resolution of the City Council of the City of Newport Beach, California, Adopting Addendum No. 5 (ER2022-001) to the 2006 General Plan Update Program Environmental Impact Report and 2008-2014 City of Newport Beach Housing Element Update Initial Study/Negative Declaration for the Residences at 1300 Bristol Street Project Located at 1300 North Bristol Street (PA2021-161); and c) Adopt Resolution No. 2022-20, A Resolution of the City Council of the City of Newport Beach, California, Approving Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2O22-001, Traffic Study No. TS2022-001, and Transfer of Development Rights No. TD2022-001 for the Residences at 1300 Bristol Project Located at North 1300 Bristol Street (PA2021-161). DISCUSSION: The subject property is located in the Newport Place Planned Community (PC -11) and is approximately 1.97 acres in size. It is rectangular in shape, located at the northeast corner of Bristol Street North and Spruce Street, and adjacent to a surface parking lot utilized by Fletcher Jones Motorcars to the north and east. The subject property is currently improved with a two-story, 33,292 -square -foot office building and a surface parking lot. 15-1 Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) March 22, 2022 Page 2 The applicant, BCD Newport Beach, LLC (The Picerne Group), proposes to demolish the existing office building and associated surface parking and landscaping at the project site and construct 193 residential apartment units atop a 346 -space, subterranean parking structure. The base density allotted to the property is 77 units. This density is based on the conversion of the existing 33,292 square feet of office use and is consistent with the Land Use Element of the General Plan. The applicant also proposes a 50 percent increase of the base units in density of 39 units, pursuant to Government Code Section 65915 (Density Bonus Law), and a transfer of development rights of 77 units from the nearby Uptown Newport development at 4311 Jamboree Road, for a total of 193 residential units. The project description and project plans are available as Attachments F and G. The application consists of the following components: • Major Site Development Review No. SD2021-003: A site development review in accordance with the Newport Place Planned Community and Section 20.52.80 (Site Development Reviews) of the Newport Beach Municipal Code (NBMC), for the construction of the project; • Traffic Study No. TS2022-001: A traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC, which is required for projects that generate in excess of 300 new average daily trips; • Affordable Housing Implementation Plan No. AH2022-001: A program specifying how the project would meet the City's affordable housing requirements, in exchange for a request for a 50 percent increase in density and a request for six (6) development standard waivers related to park land dedication, building setbacks, building height, private open space for the studio -size rental units, common open space for the entire project, and overall residential project density, pursuant to NBMC Chapter 20.32 (Density Bonus) and Government Code Section 65915 (Density Bonus Law). Additionally, the Applicant also seeks two (2) development concessions related to the mix of affordable units and park in -lieu fee payment; • Transfer of Development Rights No. TD2022-001: A transfer of development rights for transferring 77 residential dwelling units from the Uptown Newport Phase 1 Development located at 4311 Jamboree Road to the subject site, pursuant to NBMC Chapter 20.46 (Transfer of Development Rights); and • Addendum No. 5 (ER2022-001) to the 2006 General Plan Update Program Environmental Impact Report No. ER2022-001 and the 2008-2014 City of Newport Beach Housing Element Initial Study/Negative Declaration: Pursuant to the California Environmental Quality Act (CEQA), the addendum was prepared to address environmental impacts resulting from the proposed development. 15-2 Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) March 22, 2022 Page 3 Residential Development The proposed rectangular -shaped, multiple -unit residential building is designed as a "podium style" structure that consists of five stories over one level of on -grade parking and two levels of below grade parking. The project would be 78 feet in height and is designed with a contemporary modern architectural style, intended to be reflective of the surrounding office setting, according to the applicant. The 193 rental units include 25 studio units, 89 one -bedroom units, and 79 two-bedroom units. The studios would be 515 square feet. The one -bedroom units would range from 613 to 848 square feet, and the two-bedroom units would range from 1,000 to 1,300 square feet in size. Of the 193 rental units, 24 units would be affordable and restricted to lower income households (12 units for very -low-income households and 12 units for low-income households). The remaining 169 units would be market -rate rental units. The proposed unit mix for the affordable units is 10 studio units, 12 one -bedroom units, and two two-bedroom units. The affordable units would consist of the same size and amenities as the market -rate units and would be distributed throughout the project. The demolition and construction activities for the proposed project will be done in two continuous phases, over an approximate 28 -month period. Airport Area General Plan Policies Consistency The subject property is located in the Airport Area and has a General Plan Land Use Element designation of Mixed -Use Horizontal 2 (MU -H2), which provides for a horizontal intermixing of uses that may include regional commercial office, multifamily residential, vertical mixed-use buildings, industrial, hotel rooms, and ancillary neighborhood commercial uses. The MU -H2 designation applies to a majority of properties in the Airport Area outside the higher noise levels from John Wayne Airport. The MU -H2 allows a maximum of 2,200 residential units as replacement of existing office, retail, and/or industrial uses at a maximum density of 50 units per net acre. Any eligible density bonus allowed by Government Code Section 65915 (State density bonus law) is not included in the 2,200 allowance or the 50 dwelling units per acre standard. Of 2,200 units, a total of 550 units are identified as additive units, meaning they are not replacement units that would replace existing development. These 550 units may be constructed as "infill" on existing surface parking lots or areas not used as occupiable buildings on properties within the Conceptual Development Plan Area (CDPA) located east of MacArthur Boulevard, as depicted on Figure LU22 Airport Business Area of the Land Use Element. These units have been since allocated to the Uptown Newport and Residences at 4400 Von Karman developments. The remaining 1,650 units are allocated as replacement units, meaning they replace existing uses based upon traffic trip generation. Residential units approved, proposed and remaining within the MU -H2 designation of the Airport Business Area are listed in the table below. 15-3 Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) March 22, 2022 Page 4 Airport Area Residential Units Residential Development Allocation Base Units Density Bonus Units Project Totals with Density Bonus Replacement Units Additive Units Transferred Units Total Units General Plan Unit Limit (MU -H2) 1,650 550 0 2,200 Approved Projects Uptown Newport 632 290 -77 845 322 1,167 Newport Crossings 259 0 0 259 91 350 Newport Airport Village 329 0 0 329 115 444 Residences at 4400 Von Karman 260 0 260 52 312 Projects Under Review Residences at 1300 Bristol 77 0 +77 154 39 193 Remaining Development Allocation 353 0 353 The subject property has 33,292 square feet of existing office use, and is consistent with the development limit per Anomaly No. 17 of the General Plan Land Use Element. By using the City's adopted land use conversion factors for the Airport Business Area to maintain traffic trip neutrality, the applicant can replace the existing office development with a maximum of 77 residential units. An additional 39 units (50 percent) are requested as density bonus units authorized by the Density Bonus Law. Lastly, the remaining 77 units are being transferred from the Uptown Newport Phase 1 development, pursuant to NBMC Chapter 20.49 (Transfer of Development Rights). The General Plan contains a number of policies that provide for the orderly evolution of the Airport Area, from a business park, to a mixed-use district with cohesive residential villages integrated within the existing fabric of office, industrial, retail, and airport -related businesses. The Planning Commission Resolution No. PC2022-003 (Attachment No. E) includes facts in support of a finding of consistency of relevant Airport Area policies. Furthermore, the EIR Addendum includes a comprehensive analysis of all relevant General Plan policies. The project, as proposed, is consistent with all relevant General Plan policies. Newport Place Planned Community (Zoning Code) Consistency The property is located within Residential Overlay of the Newport Place Planned Community (PC11) General Commercial Site 4. The Residential Overlay allows for multiple residential development as a stand-alone use provided a residential project includes a minimum 30 percent of the base density for lower income households. The proposed project provides this minimum number of affordable units (77 -unit base density X 30% = 23.1 -- 24 units will be included). The Residential Overlay also contains development standards for multiple residential development, including density, height, setbacks, parking, signage, airport noise compatibility, amenities, and landscaping. Although the project includes waivers or reductions of six development standards, the overall intent of providing residential opportunities in the Newport Place Planned Community, consistent with the MU -H2 Land Use designation has been met. 15-4 Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) March 22, 2022 Page 5 Site Development Review A Site Development Review application is required for multiple residential development projects, pursuant to the Residential Overlay of PC 11 and consistent with NBMC Section 20.52.080 (Site Development Review). The required findings ensure the proposal is a quality project that is consistent with the General Plan policies, compatible with physical characteristics of the site and surroundings, and reduces or minimizes potential negative impacts. The site development review application ensures the project will be implemented consistent with the development standards established in the Residential Overlay of PC 11. Traffic Phasing Ordinance A traffic study has been prepared, under the supervision of the City Traffic Engineer, pursuant to the Traffic Phasing Ordinance (TPO) and its implementing guidelines. Additionally, the traffic study includes a vehicle miles traveled (VMT) analysis for only informational purposes. The analysis concludes that there is no significant impact as the project will neither cause nor make worse an unsatisfactory level of service at all studied intersections. All these intersections are forecasted to continue to operate at acceptable levels of service. Affordable Housing Implementation Plan The proposed Affordable Housing Implementation Plan (AHIP) illustrates compliance with the affordable housing requirements of the density bonus allowances. Consistent with the affordable housing requirements of the Residential Overlay, 30 percent or 24 units of the project's 77 base apartment units would be set aside as affordable units to low-income households. Of the 24 affordable units provided, 12 units would be set aside for very low- income households for a minimum of 55 years, consistent with the Density Bonus Law, and 12 units would be set aside for low-income households for a minimum of 30 years, consistent with the requirements of the Newport Place Planned Community. As encouraged by the Residential Overlay, and as authorized pursuant to Government Code Section 65915-65918 (Density Bonus Law), with the 30 percent allocation for low- income households, the project is entitled to a maximum density bonus of 50 percent (39 units) above the maximum number of units allowed by the General Plan. In addition to the 39 density bonus units, pursuant to Government Code Section 65915(d)(1), the project is eligible to request up to three incentives or concessions that would result in identifiable, financially sufficient, and actual cost reductions. Government Code Section 65915(e)(1) also entitles developers to waivers or modifications of development standards that, if applied, would physically preclude development of housing with the provided density bonus. The proposed project includes a request for two development incentives and a waiver of six development standards as follows. 15-5 Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) March 22, 2022 Page 6 Incentive Requests 1. Affordable Unit Mix - NBMC Section 20.32.070 requires affordable units in a density bonus project reflect the same range of unit types in the residential development as a whole. The project provides a higher percentage of affordable studio units and fewer affordable two-bedroom units compared to the market rate units provided. Granting this incentive will result in identifiable, financially sufficient, and actual project cost reductions by reducing the long-term rental subsidy costs associated with the two-bedroom units and thereby affording additional rental income for the project ensuring financial feasibility. This incentive is not a direct financial contribution to the Applicant, and is therefore a mandatory concession. 2. Park In -lieu Fee Payment — General Plan Policy LU 6.15.13 requires the dedication and improvement of a neighborhood park; however, this requirement may be waived where it can be demonstrated that the development site is too small to feasibly accommodate the park or is inappropriately located to serve the needs of nearby residents. Policy LU6.15.13 also requires the payment of an in -lieu fee to the City for the acquisition and improvement of other properties as parklands to serve the airport area if the neighborhood park dedication is waived. In this case, the project site is too small to feasibly accommodate the park and the applicant requests a waiver of the in -lieu fee as a non -mandatory concession. The estimated value of this park in -lieu fee waiver is approximately $4.12 million, including land value and estimated cost to improve a neighborhood park. This waiver of an in -lieu fee is an actual cost reduction that makes the development of the housing units financially feasible and staff supports a recommendation to the City Council to approve the fee waiver. It should be noted that the 77 units transferred from the Uptown Newport Development will be subject to park in -lieu fees as required by the Uptown Newport Development Agreement and waiving this fee is not included in the applicant's incentive request. The payment of the park in -lieu fees associated with the 77 -transferred units will be used to improve nearby parks pursuant to City Council B-1 (Park Fee Policy) to help offset the project's incremental impact on park usage. These fees are subject to interest charges and CPI adjustments annually. The estimated total park fee, including interest charges, for the 77 units is approximately $2 million. The estimated total public benefit fee for the 77 units is approximately $3 million. Development Standard Waiver Requests In addition to the density bonus units and financial concessions, the project is entitled to receive waivers or reductions of development standards if they would physically prevent the project from being built at the permitted density. In this case, the project applicant requests a waiver of the following six development standards, described in greater detail in the February 17, 2022 Planning Commission staff report (Attachment C): 1. Park Dedication Requirement 2. Street Setbacks 15-6 Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) March 22, 2022 Page 7 3. Building Height 4. Private Open Space 5. Residential Density 6. Common Open Space Transfer of Development Rights The project includes a transfer of development rights, pursuant to General Plan Land Use Element Policy LU4.3 and NBMC Chapter 20.46 (Transfer of Development Rights), for transferring 77 unbuilt residential units from Phase 1 of the Uptown Newport project at 4311 Jamboree Road to the project site at 1300 Bristol Street. Pursuant to Uptown Newport Development Agreement No. DA2012-003 (DA), Uptown Newport is entitled for up to 1,244 residential units developed to be built in two separate phases with a maximum of 680 units in Phase 1 and 564 units in Phase 2. Phase 1 of the development is nearing completion, with 548 units constructed, under construction, or under entitlement review, which leaves a total of 132 (680-548) unbuilt units. The reduction of 77 unbuilt units from the Uptown Newport development will be reflected in the Phase 1 development and the remaining 55 (132-77) unbuilt units in this phase will be automatically transferred to Phase 2 for future development. The 77 -transferred units will be subject to a park in -lieu fee and a public benefit fee pursuant to the terms and conditions of the Uptown Newport DA. The use of park in -lieu fees is subject to City Council Policy B-1 (Park Fee Policy). The use of public impact fees is subject to the discretion of City Council. The applicant is responsible for the payment of these fees upon issuance of a building permit. Plannina Commission Review and Recommendation On February 17, 2022, the Planning Commission conducted a duly noticed public hearing to consider the requested applications. The Planning Commission discussed the overall project's components, including parking requirements, private balconies, and Spruce Street pull -off area. Two members of the public addressed the Planning Commission regarding the request. At the conclusion of the public hearing, the Planning Commission voted to adopt Resolution No. PC2022-003, recommending the City Council approve the project. The Planning Commission staff report, meeting minutes, and resolution are attached for reference as Attachment Nos. C, D, and F. FISCAL IMPACT: The applicant is required to reimburse the City for all costs associated with the review of the application, and to pay the following fees related to the 77 -transferred units from Uptown Newport Planned Community: the public safety fee of approximately $123,000, the park in -lieu fee of approximately $2 million and the public benefit fee of approximately $3 million. 15-7 Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) March 22, 2022 Page 8 ENVIRONMENTAL REVIEW: As the proposed project is within the allowable residential land use and density in the General Plan, Environmental Impact Report Addendum No. ER2022-001 has been prepared for the project in compliance with the California Environmental Quality Act (CEQA), the State CEQA Guidelines, and City Council Policy K-3. On the basis of the entire environmental review record, the project (inclusive of recommended conditions of approval) will not result in any new significant impacts that were not previously analyzed in the Program Environmental Impact Report for the General Plan 2006 Update (SCH No. 200601 1 1 1 9) and the 2008-2014 Housing Element Update Initial Study/Negative Declaration (together referenced as PEIR). The potential impacts associated with this project would either be the same or less than those described in the PEIR that have been appropriately mitigated. In addition, there are no substantial changes to the circumstances under which the project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the PEIR, nor has any new information regarding the potential for new or more severe significant environmental impacts been identified. Therefore, in accordance with Section 15164 of the CEQA Guidelines, an addendum to the previously adopted PEIR is the appropriate environmental document for the Project. The entire Addendum and its technical appendixes are available online at the City's website at: www.newportbeachca.gov/cega. NOTICING: Notice of this hearing was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant and posted on the subject property at least 10 days before the scheduled meeting, consistent with the provisions of the Newport Beach Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website). ATTACHMENTS: Attachment A — Resolution No. 2022-19 to Adopt ER2022-001 Attachment B — Resolution No. 2022-20 to Approve SD2021-003, AH2022-001, TS2022-001, and TD2022-001 Attachment C — Planning Commission Staff Report, Dated February 17, 2022 (without Attachments) Attachment D — Planning Commission Minute Excerpts, Dated February 17, 2022 Attachment E — Planning Commission Resolution No. 2022-003 Attachment F — Project Description Attachment G — Project Plans Attachment H — Correspondence 15-8 Attachment A Resolution No. 2022-19 to Adopt ER2022-001 15-9 RESOLUTION NO. 2022- 19 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, CALIFORNIA, ADOPTING ADDENDUM NO. 5 (ER2022-001) TO THE 2006 GENERAL PLAN UPDATE PROGRAM ENVIRONMENTAL IMPACT REPORT AND 2008-2014 CITY OF NEWPORT BEACH HOUSING ELEMENT UPDATE INITIAL STUDY/NEGATIVE DECLARATION FOR THE RESIDENCES AT 1300 BRISTOL STREET PROJECT LOCATED AT 1300 NORTH BRISTOL STREET (PA2021-161) WHEREAS, an application was filed by BCD Newport Beach, LLC ("Applicant"), with respect to property located at 1300 North Bristol Street, and legally described in Exhibit "A," which is attached hereto and incorporated herein by reference ("Property"); WHEREAS, the Applicant is requesting approval of 193 apartment units, atop a 346 - space subterranean parking structure ("Project"), which require the following approvals from the City: • Major site development review (SD2021-003) ("SD") — A site development review in accordance with the Newport Place Planned Community (PC -11) and Section 20.52.80 (Site Development Reviews) of the Newport Beach Municipal Code ("NBMC") for the construction of the Project; • Traffic Study (TS2022-001) ("TS") — A traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC, which is required for projects that generate in excess of 300 new average daily trips; • Affordable Housing Implementation Plan (AH2O22-001) ("AHIP") — A program specifying how the Project will meet the City's affordable housing requirements in exchange for a request of 50 percent increase in density; and meets the criteria for two development concessions related to the mix of affordable units and park in -lieu fee payment, and six development standard waivers related to park land dedication, building setbacks, building height, private open space for each residential unit, common open space for the entire Project, and overall residential project density pursuant to Government Code Section 65915 (State Density Bonus Law) and Chapter 20.32 (Density Bonus) of the NBMC; • Transfer of Development Rights (TD2022-001) ('TD") — A transfer of development rights for transferring 77 unbuilt residential dwelling units from the Uptown Newport 15-10 Resolution No. 2022 - Page 2 of 8 Phase 1 Development located at 4311 Jamboree Road to the Property, pursuant to Chapter 20.46 (Transfer of Development Rights) of the NBMC; and • Addendum No. No. 5 (ER2022-001) to the 2006 General Plan Update Program Environmental Impact Reports and the 2008-2014 City of Newport Beach Housing Element Update Initial Study/Negative Declaration ("Addendum No. 5") — Pursuant to the California Environmental Quality Act ("CEQA"), Addendum No. 5 was prepared to address environmental impacts of the Project; WHEREAS, the Property is designated MU -H2 (Mixed -Use Horizontal 2) by the City of Newport Beach General Plan ("General Plan") Land Use Element and located within the Airport Business Area which allows a maximum of 2,200 residential units; WHEREAS, the Property is located within General Commercial Site 4 of the Newport Place Planned Community (PC -11) with a residential overlay; WHEREAS, the Property is not located in the coastal zone; therefore, amending the Local Coastal Program or a coastal development permit is not required; WHEREAS, a public hearing was held by the Planning Commission on February 17, 2022, in the City 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 Government Code Section 54950 et seq. ("Ralph M. Brown Act") and Chapter 20.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing; WHEREAS, at the hearing, the Planning Commission adopted Resolution No. PC2022-003 by a unanimous vote (6 ayes, 1 recusal) recommending approval of the Project, and land use entitlements referenced above, to the City Council; and WHEREAS, a public hearing was held by the City Council on March 22, 2022, in the City 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, Chapters 15.40 (Traffic Phasing Ordinance) and 20.62 (Public Hearings), and Section 20.52.080 (Site Development Reviews) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the City Council at this public hearing. NOW, THEREFORE, the City Council of the City of Newport Beach resolves as follows: 15-11 Resolution No. 2022 - Page 3 of 8 Section 1: On July 25, 2006, the City Council adopted Resolution No. 2006-75, thereby certifying the adequacy and completeness of the Environmental Impact Report for the 2006 General Plan Update (SCH No. 2006011119) ("2006 General Plan Update EIR"). The 2006 General Plan Update EIR, attached hereto as Exhibit "B" and incorporated herein by this reference, was prepared in compliance with CEQA set forth in the California Public Resources Code Section 21000 et seq. and its implementing State regulations set forth in the California Code of Regulations Title 14, Division 6, Chapter 3 ("CEQA Guidelines") and City Council Policy K-3. Additionally, in accordance with Section 15168(a) of the CEQA Guidelines, the City prepared the 2006 General Plan Update EIR as a Program Environmental Impact Report ("PEIR") that analyzed the potential impacts of a citywide land use plan, and the goals and policies of ten General Plan elements. Section 2: The City Council adopted Resolution Nos. 2007-79 and 2012-62, on December 11, 2007 and July 24, 2012 respectively, approving Addenda Nos. 1 and 2 to the 2006 General Plan Update EIR which are attached hereto as Exhibits "C" and "D" and incorporated herein by reference, to analyze changes to the development intensities within the North Newport Center Planned Community ("NNCPC") Development Plan. No analysis specific to the Property was included in Addenda Nos. 1 and 2. Section 3: The City Council adopted Resolution No. 2020-78 on September 8, 2020, approving Addendum No. 3 (ER2020-002), which is attached hereto as Exhibit "E" and incorporated herein by reference, to the 2006 General Plan Update EIR to amend the General Plan Land Use Designation of the Newport Airport Village project located 4341, 4361, and 4501 Birch Street; 4320, 4340, 4360, 4400, 4500, 4520, 4540, 4570, 4600, and 4630 Campus Drive; and 4525, 4533, and 4647 MacArthur Boulevard, from AO (Airport Office and Supporting Uses) to MU -H2 (Mixed -Use Horizontal 2) and to amend Table LU2 (Anomaly Locations) to add Anomaly No. 86 to allow for the development of 329 dwelling units, exclusive of any permitted density bonus, and 297,572 square feet of commercial uses. No analysis specific to the Property was included in Addendum No. 3. Section 4: The City Council adopted Resolution No. 2021-2 on January 26, 2021, approving Addendum No. 4 (ER2020-003), which is attached hereto as Exhibit "F" an incorporated herein by reference, to the 2006 General Plan Update EIR to amend Planned Community Development Plan No. 15 (Koll Center Newport Planned Community) for the creation of a residential overlay zone and a park overlay zone to allow for residential use and a public park within the Koll Center Newport Professional and Business Office Site B, including a major site development review, traffic study, lot line 15-12 Resolution No. 2022 - Page 4 of 8 adjustment, affordable housing implementation plan, and development agreement. No analysis specific to the Property was included in Addendum No. 4. Section 5: The City Council adopted Resolution No. 2011-107 on November 22, 2011, approving the 2008-2014 Housing Element Update and its Initial Study/Negative Declaration under CEQA, which is attached hereto as Exhibit "G" and incorporated herein by reference. Section 6: Pursuant to Section 21166 of the California Public Resources Code and Section 15162 of the CEQA Guidelines, when an EIR has been certified for a project, no subsequent EIR is required unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, one or more of the following: a. Substantial changes are proposed in the project which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; b. Substantial changes occurred with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or c. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable due diligence at the time the previous EIR was certified as complete, shows any of the following: The project will have one or more significant effects not discussed in the previous EIR; ii. Significant effects previously examined will be substantially more severe than shown in the previous EIR; iii. Mitigation measures or alternatives previously found not to be feasible would, in fact, be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or iv. Mitigation measures or alternatives which are considerable different from those analyzed in the previous EIR would substantially reduce one 15-13 Resolution No. 2022 - Page 5 of 8 or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative. Section 7: The Project is located in the Airport Area and has a General Plan Land Use Element designation of MU -H2 (Mixed -Use Horizontal 2), which allows a maximum of 2,200 residential units as replacement of existing office, retail, and/or industrial uses at a maximum density of 50 units per net acre. Any eligible density bonus allowed by State Density Bonus Law and Chapter 20.32 (Density Bonus) of the NBMC is not included in the 2,200 allowance or the 50 dwelling units per acre standard. Of the 2,200 units, a total of 550 units are identified as additive units meaning they are not replacement units that would replace existing development. These additive units have been since allocated to the Uptown Newport and Residences at 4400 Von Karman projects. The remaining 1,650 units are allocated as replacement units, meaning they replace existing uses based upon traffic trip generation. Of the 1650 units, there are 430 units remaining within the MU -H2 (Mixed -Use Horizontal 2) designation. The subject property has 33,292 square feet of existing office use, and is consistent with the development limit per Anomaly No. 17 of the General Plan Land Use Element. By using the City's adopted land use conversion factors to maintain traffic trip neutrality, the existing office development can be replaced with a maximum of 77 residential units, which will reduce remaining development allocation from 430 to 353 units. An additional 39 units (50 percent) are requested as density bonus units for the Project, authorized by the State Density Bonus Law and Chapter 20.32 (Density Bonus) of the NBMC. Lastly, the remaining 77 units are being transferred from the Uptown Newport Phase 1 development, pursuant to NBMC Chapter 20.49 (Transfer of Development Rights) of the NBMC. As the Project is allocated from the remaining portion of 2,200 unit which has already been considered and analyzed by the 2006 General Plan Update EIR, Addendum No. 5 to the 2006 General Plan Update EIR was prepared pursuant to Section 15162 (Subsequent EIRs and Negative Declarations) and 15164 (Addendum to an EIR or Negative Declaration) of the CEQA Guidelines. Section 8: The following environmental topics were analyzed for the Project: Aesthetics, Air Quality, Biological Resources, Cultural Resources, Energy, Geology and Soils, Greenhouse Gas Emissions, Hazards and Hazardous Materials, Hydrology and Water Quality, Land Use and Planning, Mineral Resources, Noise, Population and Housing, Public Services, Recreation, Transportation, Utilities and Service Systems, and Wildfire. Addendum No. 5 includes analysis of new topics that were not included in the 2006 General Plan Update EIR, Addenda Nos. 1 and 2 or the Initial Study/Negative Declaration to the 2008-2014 Housing Element Update. Specifically, Addendum No. 5 includes a new energy section and a new wildfire section. These additional analyses are 15-14 Resolution No. 2022 - Page 6 of 8 appropriate for inclusion in Addendum No. 5, but none result in new or increased significant impacts that would require preparation of a subsequent EIR pursuant to Section 15162 of the CEQA Guidelines. The recommended conditions of approval do not change the Project considered in Addendum No. 5 in any manner that would cause any significant new or worse impacts than those considered in Addendum No. 5. Section 9: On the basis of the 2006 General Plan Update EIR and entire environmental review record, the Project (inclusive of recommended conditions of approval) will not result in any new significant impacts that were not previously analyzed in the 2006 General Plan Update (SCH No. 20066011119), Addenda Nos. 1, 2, 3, and 4 to the 2006 General Plan Update EIR and/or the Initial Study/Negative Declaration to the 2008-2014 Housing Element Update. Addendum No. 5 confirms and provides substantial evidence that the potential impacts associated with this Project would either be the same or less than those described in either the 2006 General Plan Update EIR, Addenda Nos. 1, 2, 3, and 4 to the 2006 General Plan Update EIR and/or the Initial Study/Negative Declaration to the 2008-2014 Housing Element Update as mitigated. In addition, there are no substantial changes to the circumstances under which the Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in either the 2006 General Plan Update EIR, Addenda Nos. 1, 2, 3, and 4 to the 2006 General Plan Update EIR and/or the Initial Study/Negative Declaration to the 2008-2014 Housing Element Update nor has any new information regarding the potential for new or more severe significant environmental impacts been identified. Therefore, in accordance with Section 15164 of the CEQA Guidelines, an addendum to the previously adopted 2006 General Plan Update EIR, Addenda Nos. 1, 2, 3, and 4 to the 2006 General Plan Update EIR and/or the Initial Study/Negative Declaration to the 2008-2014 Housing Element Update is the appropriate environmental document for the Project. In taking action to approve any of the requested applications for the Project, the data presented in the 2006 General Plan Update EIR, Addenda Nos. 1, 2, 3, and 4 to the 2006 General Plan Update EIR and/or the Initial Study/Negative Declaration to the 2008-2014 Housing Element Update as augmented by Addendum No. 5 for this Project, are considered as part of the record. Section 10: Addendum No. 5 (ER2022-001) which is attached hereto as Exhibit "H" is hereby adopted by the City Council. Addendum No. 5 and related referenced documentation including, but not limited to Exhibits "A" through "G," constitute the administrative record upon which this decision was based, are on file with the Planning Division, City Hall, 100 Civic Center Drive, Newport Beach, California. 15-15 Resolution No. 2022 - Page 7 of 8 Section 11: The City Council finds that judicial challenges to the City's CEQA determinations and approvals of land use projects are costly and time consuming. In addition, project opponents often seek an award of attorneys' fees in such challenges. As project applicants are the primary beneficiaries of such approvals, it is appropriate that such applicants should bear the expense of defending against any such judicial challenge, and bear the responsibility for any costs, attorneys' fees, and damages which may be awarded to a successful challenger. Section 12: The recitals provided in this resolution are true and correct and are incorporated into the operative part of this resolution. Section 13: If any section, subsection, sentence, clause or phrase of this resolution is, for any reason, held to be invalid or unconstitutional, such decision shall not affect the validity or constitutionality of the remaining portions of this resolution. The City Council hereby declares that it would have passed this resolution, and each section, subsection, sentence, clause or phrase hereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid or unconstitutional. 15-16 Resolution No. 2022 - Page 8 of 8 Section 14: This resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall certify the vote adopting the resolution. ADOPTED this 22nd day of March, 2022. Kevin Muldoon Mayor ATTEST: Leilani I. Brown City Clerk APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Aar n C. Har Cit Attorney Attachment(s): Exhibit A: Legal Description Exhibit B: 2006 General Plan Update EIR Exhibit C: Addendum No. 1 (North Newport Center) Exhibit D: Addendum No. 2 (North Newport Center Planned Community Amendment) Exhibit E: Addendum No. 3 (Newport Airport Village — ER2020- 002) Exhibit F: Addendum No. 4 (Residences at 4400 Von Karman — ER2020-003) Exhibit G: 2008-2014 City of Newport Beach Housing Element Update Initial Study/Negative Declaration Exhibit H: Addendum No. 5 (Residences at 1300 Bristol — ER2022-001) 15-17 Exhibit "A" Legal Description PARCEL 2, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 49, PAGE 18 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 15-18 Exhibit "B" The 2006 General Update EIR (PEIR) Available separately due to bulk at: https://www. newportbeachca. gov/government/departments/community- developmentlplanning-division/general-plan-codes-and-regulations/general- planlgeneral-plan-environ mental-im pact-repor 15-19 Exhibit "C" Addendum No. I (North Newport Center) Available separately due to bulk at: https://www.newportbeachca.gov/government/departments/community - development/planning-division/general-plan-codes-and-regulations/general- plan/general-plan-environ mental-impact-repor 15-20 Exhibit "D" Addendum No. 2 (North Newport Center Planned Community Amendment) Available separately due to bulk at: httpsalwww.newportbeachca.gov/government/departments/community- development/planning-division/general-plan-codes-and-regulationslgeneral- plan/general-plan-envi ronmental-impact-repor 15-21 Exhibit "E" Addendum No. 3 (Newport Airport Village — ER2020-002) Available separately due to bulk at: htts://www.new ortbeachca. ov/ overnment/de artments/communit - development/planning-division/general-plan-codes-and-requlations/general- plan/general-plan-environmental-impact-repor 15-22 Exhibit "F" Addendum No. 4 (Residences at 4400 Von Karman — ER2020-003) Available separately due to bulk at: https://www.newportbeachca.gov/government/departments/community- developmenVplanningg division/general-plan-codes-and-regulationslgeneral- planlgeneral-plan-environmental-impact-repor 15-23 Exhibit "G" The 2008-2014 Housing Element Update Initial Study Available separately due to bulk at: www.newportbeachca.gov/cega Then click on Archived Environmental Documents Folder 15-24 Exhibit "H" Addendum No. 5 (Residences at 1300 Bristol — ER2022-001) Available separately due to bulk at:www.newportbeachca.govlceaa 15-25 Attachment B Resolution No. 2022-20 to Approve SD2021-003, AH2O22-001, TS2022-001, and TD2022-001 15-26 RESOLUTION NO. 2022- 20 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, CALIFORNIA, APPROVING SITE DEVELOPMENT REVIEW NO. SD2021-003, AFFORDABLE HOUSING IMPLEMENTATION PLAN NO. AH2O22-001, TRAFFIC STUDY NO. TS2022-001, AND TRANSFER OF DEVELOPMENT RIGHTS NO. TD2022- 001 FOR THE RESIDENCES AT 1300 BRISTOL PROJECT LOCATED AT NORTH 1300 BRISTOL STREET (PA2021-161) WHEREAS, Section 200 of the City of Newport Beach ("City") Charter vests the City Council with the authority to make and enforce all laws, rules, and regulations with respect to municipal affairs subject only to the restrictions and limitations contained in the Charter and the State Constitution, and the power to exercise, or act pursuant to any and all rights, powers, and privileges, or procedures granted or prescribed by any law of the State of California; WHEREAS, an application was filed by BCD Newport Beach, LLC ("Applicant"), with respect to property located at 1300 North Bristol Street, and legally described in Exhibit "A," which is attached hereto and incorporated herein by reference ("Property"); WHEREAS, the Applicant is requesting approval of 193 apartment units, atop a 346 - space subterranean parking structure ("Project") which required the following approvals from the City: • Major site development review (SD2021-003) ("SD") —A site development review in accordance with the Newport Place Planned Community (PC -11) and Section 20.52.80 (Site Development Reviews) of the Newport Beach Municipal Code ("NBMC"), for the construction of the Project; • Traffic Study (TS2022-001) ("TS") — A traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC, which is required for projects that generate in excess of 300 new average daily trips, attached hereto as Exhibit "C" and incorporated herein by this reference; • Affordable Housing Implementation Plan (AH2O22-001) ("AHIP") — A program specifying how the Project would meet the City's affordable housing requirements in exchange for a request of 50 percent increase in density; and meets the criteria for two development concessions related to the mix of affordable units and park in -lieu fee payment, and six development standard waivers related to park land dedication, building setbacks, building height, private open space for each residential unit, common open space for the entire Project, and overall residential project density pursuant to Government Code Section 65915 et seq. (State Density 15-27 Resolution No. 2022 - Page 2 of 21 Bonus Law) and Chapter 20.32 of the NBMC, attached hereto as Exhibit "D" and incorporated herein by this reference; • Transfer of Development Rights (TD2022-001) ("TD") — A transfer of development rights for transferring 77 unbuilt residential dwelling units from the Uptown Newport Phase 1 Development located at 4311 Jamboree Road to the Property, pursuant to Chapter 20.46 (Transfer of Development Rights) of the NBMC, attached hereto as Exhibit "E" and incorporated herein by this reference; • Addendum No. ER2022-001 to the 2006 General Plan Update Program Environmental Impact Report (ER2022-001) and the 2008-2014 City of Newport Beach Housing Element Update Initial Study/Negative Declaration ("Addendum") — Pursuant to the California Environmental Quality Act ("CEQA"), the Addendum was prepared to address environmental impacts resulting of the Project; WHEREAS, the Property is designated MU -H2 (Mixed -Use Horizontal 2) by the City of Newport Beach General Plan ("General Plan") Land Use Element and located within the Airport Business Area, which allows a maximum of 2,200 residential units; WHEREAS, the Property is located within General Commercial Site 4 of the Newport Place Planned Community (PC -11) with a residential overlay; WHEREAS, the Property is not located in the coastal zone; therefore, amending the Local Coastal Program or a coastal development permit is not required; WHEREAS, a public hearing was held by the Planning Commission on February 17, 2022 in the City 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 Government Code Section 54950 et seq. ("Ralph M. Brown Act") and Chapter 20.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing; WHEREAS, at the hearing, the Planning Commission adopted Resolution No. PC2022-003 by a unanimous vote (6 ayes, 1 recusal) recommending approval of the Project, and land use entitlements referenced above, to the City Council; and WHEREAS, a public hearing was held by the City Council on March 22, 2022, in the City 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, Chapters 15.40 (Traffic Phasing Ordinance) and 20.62 (Public Hearings), and Section 20.52.080 (Site Development Reviews) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the City Council at this public hearing. 15-28 Resolution No. 2022- Page3of 21 NOW, THEREFORE, the City Council of the City of Newport Beach resolves as follows: Section 1: The City Council has considered the recommendation of the Planning Commission and determined that modifications to the Project made by the City Council, if any, are not major changes that require referral back to commission for consideration and recommendation. Section 2: The City council hereby approves Major Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2O22-001, Traffic Study No. TS2022-001, and Transfer of Development Rights No. TD2022-001, which are attached hereto as Exhibits "C" through "E" and subject to the conditions of approval set forth in Exhibit "B," which are attached hereto and incorporated herein by reference. Section 3: In accordance with Section 20.52.080(F) (Site Development Reviews — Findings and Decisions) of the NBMC, the following findings and facts in support of Site Development Review No. SD2021-003 are set forth as follows: Finding of Consistency with Section 20.52.080(F)(1): The proposed development is allowed within the subject zoning district. Fact in Support of Finding with Section 20.52.080(F)(1): The Property is located within General Commercial Site 4 of the Newport Place Planned Community (PC11) with a residential overlay. The residential overlay allows for residential development consistent with the MU -H2 (Mixed -Use Horizontal 2) land use designation and subject to site development review. Finding of Consistency with Section 20.52.080(F)(2): The proposed development complies with the criteria identified in Section 20.52.080(C)(2)(c)(i) which requires compliance with this section, the General Plan, this Zoning Code, any applicable specific plan, and other applicable criteria and policies related to the use or structure. Facts in Support of Findinq of Consistency with Section 20.52.080(F)(2): 1. The Property is located in the Airport Business Area and has a City of Newport Beach General Plan Land Use Element designation of MU -H2 (Mixed -Use Horizontal 2), which provides for a horizontal intermixing of uses that may include regional commercial office, multifamily residential, vertical mixed-use buildings, industrial, hotel 15-29 Resolution No. 2022- Page4of 21 rooms, and ancillary neighborhood commercial uses. The MU -H2 (Mixed -Use Horizontal 2) designation applies to a majority of properties in the Airport Area outside the high noise levels from John Wayne Airport. The MU -H2 (Mixed -Use Horizontal 2) designation allows a maximum of 2,200 residential units as replacement of existing office, retail, and/or industrial uses at a maximum density of 50 units per net acre. Any eligible density bonus allowed by State Density Bonus Law and Chapter 20.32 (Density Bonus) of the NBMC are not included in the 2,200 allowance or the 50 dwelling units per acre standard. Of the 2,200 units, a total of 550 units are identified as additive units meaning they are not replacement units that would replace existing development. These additive units have been since allocated to the Uptown Newport and Residences at 4400 Von Karman projects. The remaining 1,650 units are allocated as replacement units, meaning they replace existing uses based upon traffic trip generation. Of the 1,650 units, there are 430 units remaining within the MU -H2 (Mixed -Use Horizontal 2) designation. The Property has 33,292 square feet of existing office use, and is consistent with the development limit per Anomaly No. 17 of the General Plan Land Use Element. By using the City's adopted land use conversion factors to maintain traffic trip neutrality, the existing office development can be replaced with a maximum of 77 residential units, which will reduce remaining development allocation from 430 to 353 units. An additional 39 units (50 percent) are requested as density bonus units for the Project, authorized by the State Density Bonus Law and Chapter 20.32 (Density Bonus) of the NBMC. Lastly, the remaining 77 units are being transferred from the Uptown Newport Phase 1 development pursuant to Chapter 20.49 (Transfer of Development Rights) of the NBMC. The City of Newport Beach General Plan contains a number of policies that provide for the orderly development of the MU -H2 properties in the Airport Business Area, from a business park, to a mixed-use district with cohesive residential villages integrated within the existing fabric of office, industrial, retail, and airport -related businesses. Residential opportunities are to be developed as clusters of residential villages centering on neighborhood parks and interconnected by pedestrian walkways. These would contain a mix of housing types and buildings that integrate with ground level retail and residential uses at a sufficient scale to achieve a complete neighborhood. 2. The Project is consistent with the following City of Newport Beach General Plan policies that establish fundamental criteria for the formation and implementation of new residential villages in the Airport Business Area, with additional policy analysis included in Addendum No. ER2022-001. 15-30 Resolution No. 2022 - Page 5 of 21 Findinq of Consistency with General Plan Policy LU 2.3: Land Use Element Policy LU 2.3 Range of Residential Choices. Provide opportunities for the development of residential units that respond to community and regional needs in terms of density, size, location, and cost. implement goals, policies, programs, and objectives identified within the City's Housing Element. Facts in Support of Finding of Consistency with General Plan Policy LU 2.3: The Project establishes 193 multi -family residential units, including 24 affordable units, that can respond to market needs and diversify the City's housing stock. Finding of Consistency with General Plan Policy LU 6.15.5: Land Use Element Policy LU 6.15.5 Residential and Supporting Uses. Accommodate the development of a maximum of 2,200 multi -family residential units, including work force housing, and mixed-use buildings that integrate residential with ground level office or retail uses, along with supporting retail, grocery stores, and parklands. Residential units may be developed only as the replacement of underlying permitted nonresidential uses. When a development phase includes a mix of residential and nonresidential uses or replaces existing industrial uses, the number of peak hour trips generated by cumulative development of the site shall not exceed the number of trips that would result from development of the underlying permitted nonresidential uses. However, a maximum of 550 units may be developed as infill on surface parking lots or areas not used as occupiable buildings on properties within the Conceptual Development Plan Area depicted on Figure LU22 provided that the parking is replaced on site. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.5: General Plan Land Use Policy 6.15.5 established a development limit of 2,200 maximum dwelling units for the Airport Area. Of the 2,200 residential units allowed, 1,650 units may be developed as replacement of existing office, retail, and/or industrial uses. The remaining 550 units are classified as additive units meaning they are not required to replace other units and they may be constructed as "in -fill" units to existing commercial or office development within the Conceptual Development Plan Area ("CDPA") of the Airport Area. Any eligible density bonus allowed by the State Density Bonus Law and Chapter 20.32 (Density Bonus) of the NBMC are not included in the 2,200 -unit allowance. Considering the dwelling unit sum of the previously approved projects and the Project, the remaining development allocation within the Airport Area would be 353 dwelling units (exclusive of density bonus units). 15-31 Resolution No. 2022 - Page 6 of 21 Finding of Consistency with General Plan Policy LU 6.15.6: Land Use Element Policy LU 6.15.6 Size of Residential Villages. Allow development of mixed-use residential villages, each containing a minimum of 10 acres and centered on a neighborhood park and other amenities (as conceptually illustrated in Figure LU23). The first phase of residential development in each village shall encompass at least 5 gross acres of land, exclusive of existing rights-of-way. This acreage may include multiple parcels provided that they are contiguous or face one another across an existing street. At the discretion of the City, this acreage may also include part of a contiguous property in a different land use category, if the City finds that a sufficient portion of the contiguous property is used to provide functionally proximate parking, open space, or other amenity. The "Conceptual Development Plan" area shown on Figure LU22 shall be exempt from the 5 -acre minimum, but a conceptual development plan described in Policy LU 6.15. 11 shall be required. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.6: The Property is 1.97 acres in size. The development standards of the Residential Overlay in Newport Place Planned Community (PC -11) waive the minimum lot size requirement of LU 6.15.6 if affordable housing is provided. Finding of Consistency with General Plan Policy LU 6.15.7: Land Use Policy LU 6.15.7. Overall Density and Housing Types. Require that residential units be developed at a minimum density of 30 units and maximum of 50 units per net acre averaged over the total area of each residential village. Net acreage shall be exclusive of existing and new rights-of-way, public pedestrian ways, and neighborhood parks. Within these densities, provide for the development of a mix of building types ranging from townhomes to high-rises to accommodate a variety of household types and incomes and to promote a diversity of building masses and scales. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.7: The Project has a base density of 40 units per acre (77 units on 1.97 acres), which is consistent with the 50 dwelling units per acre allowance. The base density does not include the 50 percent density bonus of 39 units that is allowed by the State Bonus Density law which includes 24 units set aside for affordable housing. The Project further proposed the transfer of 77 residential units from the Uptown Newport project. Altogether, the Project has an overall density of 98 dwelling units per acre. The Project includes a request to waive Land Use Policy 6.15.7. 15-32 Resolution No. 2022 - Page 7 of 21 The Project is a for -rent apartment development with 193 apartment units. There is a mix of unit types, ranging from studios to two-bedroom units, accommodating a variety of household types and incomes. Of the 193 units, 24 units will be affordable to low-income households and 169 units will be market -rate housing. Finding of Consistency with General Plan Policy LU 6.15.8: Land Use Policy LU 6.15.8 First Phase Development Density. Require a residential density of 45 to 50 units per net acre, averaged over the first phase for each residential village. This shall be applied to 100 percent of properties in the first phase development area whether developed exclusively for residential or integrating service commercial horizontally on the site or vertically within a mixed-use building. On individual sites, housing development may exceed or be below this density to encourage a mix of housing types, provided that the average density for the area encompassed by the first phase is achieved. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.8: The Project would be developed in one phase with a density of 98 units per acre. This increase in density is requested consistent with Government Code Sections 65915-65918 (State Density Bonus Law). Findinq of Consistency with General Plan Policy LU 6.15.9: Land Use Policy LU 6.15.9 Subsequent Phase Development Location and Density. Subsequent phases of residential development shall abut the first phase or shall face the first phase across a street. The minimum density of residential development (including residential mixed-use development) shall be 30 units per net acre and shall not exceed the maximum of 50 units per net acre averaged over the development phase. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.9: See finding LU 6.15.8 First Phase Development Density above. Finding of Consistency with General Plan Policy LU 6.15.13: Land Use Policy LU 6.15.13 Neighborhood Parks Standards. To provide a focus and identity for the entire neighborhood and to serve the daily recreational and commercial needs of the community within easy walking distance of homes, require dedication and improvement of at least 8 percent of the gross land area (exclusive of existing rights-of- way) of the first phase development in each neighborhood, or % acre, whichever is greater, as a neighborhood park. This requirement may be waived by the City where it can be demonstrated that the development parcels are too small to feasibly accommodate the park or inappropriately located to serve the needs of local residents, 15-33 Resolution No. 2022- Page8of 21 and when an in -lieu fee is paid to the City for the acquisition and improvement of other properties as parklands to serve the Airport Area. In every case, the neighborhood park shall be at least 8 percent of the total Residential Village Area or one acre in area, whichever is greater, and shall have a minimum dimension of 150 feet. Park acreage shall be exclusive of existing or new rights-of-way, development sites, or setback areas. A neighborhood park shall satisfy some or all of the requirements of the Park Dedication Ordinance, as prescribed by the Recreation Element of the General Plan. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.13: The Project includes a waiver from Land Use Policy LU 6.15.13, as is allowed by the policy, due to a 1.97 -acre parcel size that is too small to feasibly accommodate a park. The Applicant further requests City Council provide a concession of the in -lieu park fee payment associated with this policy as a part of the concessions allowed through the request for density bonus. Although the concession is not mandatory under the State Density Bonus Law and Section 20.32.050 (Allowed Incentives) of the NBMC, the City Council may authorize the waiver pursuant to the State and local density bonus laws. This requested incentive does not include the park in -lieu fee payments associated with the 77 residential units transferred from the Uptown Newport Phase 1 development. Finding of Consistency with General Plan Policy LU 6.15.14: Land Use Policy LU 6.15.14 Location. Require that each neighborhood park is clearly public in character and is accessible to all residents of the neighborhood. Each park shall be surrounded by public streets on at least two sides (preferably with on -street parking to serve the park), and shall be linked to residential uses in its respective neighborhood by streets or pedestrian ways. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.14: See finding LU 6.15.13 above. Findinq of Consistency with General Plan Policy LU 6.15.16: Land Use Policy LU 6.15.16 On -Site Recreation and Open Space Standards. Require developers of multi -family residential developments on parcels 8 acres or larger to provide on-site recreational amenities. For these developments, 44 square feet of on-site recreational amenities shall be provided for each dwelling unit in addition to the requirements under the City's Park Dedication Ordinance and in accordance with the Parks and Recreation Element of the General Plan. On-site recreational amenities can consist of public urban plazas or squares where there is the capability for recreation and outdoor activity. These recreational amenities may also include swimming pools, exercise 15-34 Resolution No. 2022- Page9of 21 facilities, tennis courts, and basketball courts. Where there is insufficient land to provide on-site recreational amenities, the developer shall be required to pay cash in -lieu that would be used to develop or upgrade nearby recreation facilities to offset user demand as defined in the City's Park Dedication Fee Ordinance. The acreage of on-site open space developed with residential projects may be credited against the parkland dedication requirements where it is accessible to the public during daylight hours, visible from public rights-of-way, and is of sufficient size to accommodate recreational use by the public. However, the credit for the provision of on-site open space shall not exceed 30 percent of the parkland dedication requirements. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.16: The Project exceeds the 8,492 -square -foot (44 square feet x 193 units) on-site recreational amenities by providing a 9,506 -square -foot podium courtyard. This outdoor recreational area includes a pool, spa, outdoor fitness area, seating, and a fire pit. In addition, the Project includes an indoor fitness center, club house, dog wash room and dog park, and roof deck. Findinq of Consistency with General Plan Policy LU 6.15.17: Land Use Policy LU 6.15.17 Street and Pedestrian Grid. Create a pattern of streets and pedestrian ways that breaks up large blocks, improves connections between neighborhoods and community amenities, and is scaled to the predominantly residential character of the neighborhoods. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.17: The Project is a podium style development with an internal driveway for vehicular circulation around the building and connecting to Bristol Street and Spruce Street. Pedestrian connections are provided to public sidewalks along Spruce Street and Bristol Street. The Project also includes a condition of approval requiring an additional 2 -foot wide easement along the Bristol Street North frontage for sidewalk purposes to accommodate a future 10 -foot wide sidewalk when directed by the Public Works Department. Finding of Consistency with General Plan Policy LU 6.15.18: Land Use Policy 6.15.18 Walkable Streets. Retain the curb -to -curb dimension of existing streets, but widen sidewalks to provide park strips and generous sidewalks by means of dedications or easements. Except where traffic loads preclude fewer lanes, add parallel parking to calm traffic, buffer pedestrians, and provide short term parking for visitors and shop customers. 15-35 Resolution No. 2022 - Page 10 of 21 Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.18: The Project retains the curb -to -curb dimension of both Bristol Street and Spruce Street. The Project includes a condition of approval requiring an additional 2 -foot wide easement along the Bristol Street North frontage for sidewalk purposes to accommodate a future 10 -foot wide sidewalk when directed by the Public Works Department. Finding of Consistency with General Plan Policy LU 6.15.19: Land Use Policy 6.15.19 Connected Streets. Require dedication and improvement of new streets as shown on Figure LU23. The illustrated alignments are tentative and may change as long as the routes provide the intended connectivity. if traffic conditions allow, connect new and existing streets across Macarthur Boulevard with signalized intersections, crosswalks, and pedestrian refuges in the median. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.19: See finding Land Use Policy LU 6.15.18 above. Finding of Consistency with General Plan Policy LU 6.15.20: Land Use Policy 6.15.20 Pedestrian Improvements. Require the dedication and improvement of new pedestrian ways as conceptually shown on Figure LU23. The alignment is tentative and may change as long as the path provides the intended connectivity. For safety, the full length of pedestrian ways shall be visible from intersecting streets. To maintain an intimate scale and to shade the path with trees, pedestrian ways should not be sized as fire lanes. Pedestrian ways shall be open to the public at all times. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.20: See finding Land Use Policy LU 6.15.18 above. Finding of Consistency with General Plan Policy LU 6.15.22: Land Use Policy LU 6.15.22 Building Massing. Require that high-rise structures be surrounded with low- and mid -rise structures fronting public streets and pedestrian ways or other means to promote a more pedestrian scale. Facts in Support of Finding of Consistency with General Plan Policy-6.15.22- The olicy6.15.22: The proposed six -story apartment building is 78 feet in height and is compatible with nearby properties located in the Airport Area, with building mass and scale similar to the nearby existing office developments. The Project includes pedestrian connectivity to 15-36 Resolution No. 2022 - Page 11 of 21 public sidewalks along Bristol Street and Spruce Street and pedestrian -scale landscaped areas around the apartment building. Finding of Consistency with General Plan Policy LU 6.15.23: Land Use Policy LU 6.15.23 Sustainability Development Practices. Require that development achieves a high level of environmental sustainability that reduces pollution and consumption of energy, water, and natural resources. This may be accomplished through the mix and density of uses, building location and design, transportation modes, and other techniques. Among the strategies that should be considered are the integration of residential with jobs -generating uses, use of alternative transportation modes, maximized walkability, use of recycled materials, capture and re -use of storm water on- site, water conserving fixtures and landscapes, and architectural elements that reduce heat gain and loss. Facts in Support of Finding of Consistency with General Plan Policy 6.15.23: The Project would be required to comply with the provisions of the Building and Energy Efficiency Standards (CCR, Title 24, Parts 6 and 11) and the Green Building Standards Code (CCR, Title 24, Part 11 - CALGreen). Additionally, the Project would implement water -efficient landscaping, water quality best management practices to treat surface runoff from the Project site, and low impact development practices. The Project is also adjacent to office developments in the Airport Area and would provide housing near employment opportunities. The Project includes pedestrian linkage to public sidewalks that would provide connections throughout the site and to adjacent and surrounding uses, thereby providing an alternative mode of public transportation for the residents and their visitors. The Project would also provide alternative forms of transportation to residents by locating close to the existing Orange County Transportation Authority ("OCTA") bus routes provided along Bristol Street and Birch Street. Finding of Consistency with General Plan Policy LU 6.15.24: Land Use Policy LU 6.15.24 Airport Compatibility. Require that all development be constructed in conformance with the height restrictions set forth by Federal Aviation Administration (FAA), Federal Aviation Regulations (FAR) Part 77, and Caltrans Division of Aeronautics, and that residential development be located outside of the 65 dBA CNEL noise contour specified by the 1985 JWA Master Plan. Facts in Support of Finding of Consistency with General Plan Policy LU 6.15.24: 1. The Project is located at 1300 Bristol Street, which is located outside the 65 dBA CNEL contour as that noise contour is mapped by the 2008 JWA Airport Environs Land Use Plan that accounts for the most recent update to the JWA Master Plan. The Federal 15-37 Resolution No. 2022 - Page 12 of 21 Aviation Administration ("FAA") conducted an aeronautical study of the Project pursuant to applicable Federal regulations and has determined no hazard to air navigation for the Project. 2. The proposed six -story residential building would be 78 feet in height inclusive of architectural elements and rooftop mechanical equipment. The architecture would be high-quality and incorporate neutral colors with stone/tile, metal, and glass features. The Project's building mass is compatible with the surrounding office developments 3. The Project includes a variety of enhanced amenities such as private balconies for most of the units, an outdoor courtyard with pool and spa, a clubroom, a fitness center, a dog wash room and a dog park, and a roof deck. 4. The Project includes 346 onsite parking spaces located in a subterranean gated parking structure. Therefore, upon completion of the Project, there would be adequate onsite parking exceeding the minimum required residential standard pursuant to State Density Bonus Law. 5. The Project site is generally flat and bordered by existing office buildings, storage, and developed roadways. The City's General Plan does not identify any scenic vistas or view points on or proximate to the Project site. The nearest public view point to the Project site identified in the City's General Plan is approximately 3,000 feet to the south at Bayview Park. The nearest coastal view designated portion of Jamboree Road is approximately 3,000 feet south of the site. Due to the distance and highly urbanized nature of the Project area, public coastal views along this view corridor would not be impacted by the Project. Finding of Consistency with Section 20.52.080(F)(3): A. The proposed development is not detrimental to the harmonious and orderly growth of the City, nor will it endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of person residing or working in the neighborhood of the proposed development. Facts in Support of Finding of Consistency with Section 20.52.080(F)(3): 1. The Project has been designed to ensure that potential conflicts with surrounding uses are minimized to the extent possible to maintain a healthy environment for both surrounding businesses and residents by providing an architecturally pleasing project with articulation and building modulations to enhance the urban environment. 2. The proposed residential building has been designed to accommodate and provide safe access for emergency vehicles, delivery trucks, and refuse collections vehicles, 15-38 Resolution No. 2022 - Page 13 of 21 as determined by the City Traffic Engineer. Refuse collection is accommodated via an on-site staging area along the private driveway to ensure safe maneuvering by refuse vehicles. Emergency vehicles will have access via Bristol Street and Spruce Street. 3. The Project site is located approximately 0.57 mile east of the southernmost John Wayne Airport runway and is within the notification area of the Airport Environs Land Use Plan ("AELUP") for John Wayne Airport. However, the Project is below the minimum transitional imaginary surface heights, and thus the Project is within the building height limits of the AELUP. The property is located within the 60dBA CNEL noise contours for John Wayne Airport and Safety Zone 6 (Traffic Pattern Zone), where the likelihood of an accident is low. Consistent with the residential overlay, the Project has been conditioned to provide notice to all future residents of potential annoyances or inconveniences associated with residing in proximity to airport operations. 4. The Project will comply with all Building, Public Works, Fire Codes, City ordinances, and all conditions of approval. Section 4: In accordance with Section 15.40.030 (Standards for Approval— Findings—Exemptions) of the NBMC, the following findings and facts in support of Traffic Study No. TS2022-001 are set forth as follows: Finding of Consistency with Section 15.40.030(A)(1): That a traffic study for the project has been prepared in compliance with this chapter and Appendix A [NBMC Chapter 15.40], Facts in Support of Finding of Consistency with Section 15.40.030(A)(1): Traffic Study No. TS2020-001 entitled Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis, prepared by Ganddini Group, Inc., dated November 23, 2021, was prepared for the Project in compliance with Municipal Code Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC. Finding of Consistency with Section 15.40.030(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) [NBMC Section 15.40.030(B)(1)] can be made: Section 15.40.030(B)(1) (Findings for Approval) of the NBMC states: Construction of the project will be completed within sixty (60) months of project approval; and 15-39 Resolution No. 2022 - Page 14 of 21 a. The project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection, or b. The project including circulation improvements that the project proponent is required to make and/or fund, pursuant to a reimbursement program or otherwise, will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection, or c. The project trips will cause or make worse an unsatisfactory level of traffic service at one or more impacted primary intersection(s) but the project proponent is required to construct and/or fund, pursuant to a reimbursement program or otherwise, circulation improvements, or make contributions, such that: 1. The project trips will not cause or make worse an unsatisfactory level of traffic service at any impacted primary intersection for which there is a feasible improvement, and 2. The benefits resulting from circulation improvements constructed or funded by, or contributions to the preparation or implementation of a traffic mitigation study made by, the project proponent outweigh the adverse impact of project trips at any impacted primary intersection for which there is (are) no feasible improvement(s) that would, if implemented, fully satisfy the provisions of Section 15.40.030 (8)(1)(b). In balancing the adverse impacts and benefits, only the following improvements and/or contributions shall be considered with the greatest weight accorded to the improvements and/or contributions described in subparagraphs (a) and (b) below: a. Contributions to the preparation of, and/or implementation of some or all of the recommendations in, a traffic mitigation study related to an impacted primary intersection that is initiated or approved by the City Council, b. Improvements, if any, that mitigate the impact of project trips at any impacted primary intersection for which there is (are) no feasible improvement(s) that, if implemented, would satisfy the provisions of Section 15.40.030(8)(1)(b), c. Improvements that mitigate the impacts of project trips on any impacted primary intersection in the vicinity of the project, 15-40 Resolution No. 2022 - Page 15 of 21 d. Improvements that mitigate the impacts of project trips on any impacted primary intersection operating, or projected to operate, at or above 0.80 ICU, or d. The project complies with (1)(b) upon the completion of one or more circulation improvements, and.- 1. nd: 1. The time and/or funding necessary to complete the improvement(s) is (are) not roughly proportional to the impacts of project -generated trips, and 2. There is a strong likelihood the improvement(s) will be completed within forty- eight (48) months from the date the project and traffic study are considered by the Planning Commission, or City Council on review or appeal. This finding shall not be made unless, on or before the date of approval, a conceptual plan for each improvement has been prepared in sufficient detail to permit estimation of cost and funding sources for the improvement(s); the improvements) is (are) consistent with the circulation element or appropriate amendments have been initiated; an account has been established to receive all funds and contributions necessary to construct the improvements) and the improvement is identified as one to be constructed pursuant to the five year capital improvement plan and as specified in Appendix A, and 3. The project proponent pays a fee to fund construction of the improvement(s). The fee shall be calculated by multiplying the estimated cost of the improvements) by a fraction. The fraction shall be calculated by dividing the "effective capacity decrease" in the impacted primary intersection attributable to project trips by the "effective capacity increase" in the impacted primary intersection that is attributable to the improvement. The terms "effective capacity increase" and "effective capacity decrease" shall be calculated in accordance with the provisions of Appendix A. Facts in Support of Finding of Consistency with Section 15.40.030(A)(2): Based on the weight of the evidence in the administrative record, including the Traffic Study, and the conditions of approval, all of the findings for approval in Section 15.40.030(B)(1)(a) can be made in that: 1. The Project is anticipated to be complete within a 28 -month period, well within the 60 - month criteria. Therefore, the Traffic Study addresses the entire project development. 2. The Traffic Study provides an evaluation of morning and evening peak hours at 13 existing intersections that are located in the City and the adjoining City of Irvine. 15-41 Resolution No. 2022 - Page 16 of 21 3. The Project is projected to generate an additional 726 trips, 31 peak AM trips and 47 peak PM trips. When these trips distributed to these studied intersections, the analysis concludes that there is no significant impact as the Project will neither cause nor make worse an unsatisfactory level of service at any impacted primary intersection, and all intersections are forecasted to continue to operate at acceptable Levels of Service. Findinq of Consistency with Section 15.40.030(A)(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. Fact in Support of Finding of Consistency with Section 15.40.030(A)(3): The Project will be required to pay Fair Share fees in accordance with Chapter 15.32 (Underground Utilities) that will be used to fund future planned improvements to the City's circulation system. Additionally, the Project will be required to pay any applicable fees for the Major Thoroughfare and Bridge Fee Program. Section 5: In accordance with Government Code Sections 65915-65918 (State Density Bonus Law) and Chapter 20.32 (Density Bonus) of the NBMC, the following facts and findings in support of Affordable Housing Implementation Plan No. AH2022-001 are as follows: Facts in Support of Finding of Consistency with Government Code Section 65915 et seq. (State Density Bonus Law): 1. Consistent with the requested 50 percent density bonus, 30 percent (24 units) of the Project's 77 base units would be set aside as affordable units to lower income households. Lower income households are defined as households 80 percent or less of the area median income, adjusted for family size for minimum term of 55 years for very low-income households, consistent with the Density Bonus Law and 30 years for low-income households, consistent with Residential Overlay of Newport Place Planned Community. 2. The State Density Bonus Law provides for an increase in the number of units above General Plan and zoning limits for projects that include a minimum of 30 percent of the base units affordable to low-income households earning 80 percent or less of area median income. The Project's inclusion of 24 low-income units, which is 30 percent of the base unit count of 77 units makes the Project eligible for 39 additional units. 15-42 Resolution No. 2022 - Page 17 of 21 Inclusive of 77 units transferred from a 4311 Jamboree Road, the Project total is 193 units. 3. In addition to the 39 density bonus units, the Project is entitled to receive up to three incentives or concessions that would result in identifiable, financially sufficient, and actual cost reductions. The Project applicant includes requests to the City Council for two development concessions. First, a concession from proposed affordable unit mix required by Section 20.32.070 (Design and Distribution of Affordable Units) and, the second, a waiver of the park in -lieu fee described in General Plan Land Use Policy LU 6.15.13. Section 20.32.070 (Design and Distribution of Affordable Units) of the NBMC requires affordable units in a density bonus project reflect the same range of unit types in the residential development as a whole. In this case, the Project provides a higher percentage of affordable studio units and fewer affordable two-bedroom units compared to market rate units. Granting this incentive will result in identifiable, financially sufficient, and actual project cost reductions by reducing the long-term rental subsidy costs associated with the two-bedroom units and affording additional rental income for the Project to ensure financial feasibility. Although the concession from payment of the park in -lieu fee is not mandatory under the State Density Bonus Law and Section 20.32.050 (Allowed Incentives) of the NBMC, the City Council may authorize the waiver pursuant to the State and local density bonus laws. 4. In addition to the density bonus units and financial concessions, the Project is entitled to receive waivers or reductions of development standards if the development standard would physically prevent the project from being built at the permitted density. In this case, the Applicant requests waivers of the following development standards: a. Park dedication requirement. General Plan Land Use Policy LU 6.15.13 requires a public park dedication equal to eight percent of the gross land area of the development, or a minimum one-half acre, whichever is greater. In this case, the 1.97 -acre Property is too small to feasibly accommodate a half -acre park. b. Street setbacks. The Newport Place Planned Community (PC -11) requires street setbacks of 30 feet from property lines. In this case, 30 -foot setbacks along Bristol Street and Spruce Street would substantially decrease the development footprint of the Project. The Project is designed with 8 -foot setbacks to Spruce Street and 17 -foot setbacks to Bristol Street (18 feet to building face, 17 feet to balconies). c. Building height. The Newport Place Planned Community (PC -11) limits building height to 55 feet from established grade. In this case, a higher building height is necessary to accommodate 193 residential units. The Project is designed with a height of 78 feet from established grade. 15-43 Resolution No. 2022 - Page 18 of 21 d. Private open space. Section 20.18.030 (Residential Zoning Districts General Development Standards) of the NBMC requires a minimum of 5 percent of the gross floor area of each unit to be provided as open space. The Project as designed does not provide this minimum open space for the studio floor plan units due to their size and location within the Project. e. Residential density. General Plan Land Use Policy LU 6.15.7 requires residential density between 30-50 units per acre. Inclusive of the base units (77 units), density bonus units (39 units), and transferred units (77 units), the Project totals 193 dwelling units at a density of 98 units per acre. f. Common open space. Section 20.18.030 (Residential Zoning Districts General Developments Standards) of the NBMC requires a minimum of 75 square feet per unit be provided as common open space area. In this case, the requirement is 14,475 square feet (75 square feet per unit x 193 units). The Project as designed provides 9,506 square feet of common open space due to space limitations on the 1.97 -acre Property. Section 6: In accordance with Section 20.46.050 (Findings) of the NBMC, the following findings and facts in support of Transfer of Development Rights No. TD2022- 001 are set forth as follows: Finding of Consistency with Section 20.46.050(A): The reduced densitylrntensity on the donor site provides benefits to the City. Fact in Support of Finding of Consistency with Section 20.46.050(A): Uptown Newport is entitled for up to 1,244 residential units developed in two phases with a maximum of 680 units in Phase 1 and 564 units in Phase 2. Phase 1 of the development is nearing completion, with 548 units constructed, under construction, or submitted for entitlement review. Phase 1 is being completed with 132 unbuilt units remaining. The transfer of 77 units to the subject site would provide benefits to the City in fulfilling its obligations in providing opportunities for new residential developments with affordable housing provisions within the City. Finding Consistency with Section 20.46.050(B): The transfer of development rights will not result in any adverse traffic impacts and would not result in greater intensity than development allowed without the transfer and the proposed uses and physical improvements would not lend themselves to conversion to higher traffic generating uses. 15-44 Resolution No. 2022 - Page 19 of 21 Fact in Support of Finding of Consistency with Section 20.46.050(6): See facts in support of findings for Traffic Study, above. Finding of Consistency with Section 20.46.050(C): The increased development potential transferred to the receiver site will be compatible and in scale with surrounding development and will not create abrupt changes in scale or character. Facts in Support of Finding of Consistency with Section 20.46.050(C): See facts in Support of Findings for Major Site Development Review, above. Finding of Consistency with Section 20.46.050(D): The receiver site is physically suitable for the development proposed taking into consideration adjacent circulation patterns, protection of significant public views and open space, and site characteristics, including any slopes, submerged areas, and sensitive resources. Facts in Support of Finding of Consistency with Section 20.46.050(D): See Facts in Support of Finding B for Major Site Development Review, above. Additionally, the 77 -transferred units will be subject to the payment of park in -lieu fee and a public benefit fee, pursuant to the terms and conditions of the Uptown Newport DA. The use of park in -lieu fees is subject to City Council Policy B-1 (Park Fee Policy). The use of public impact fees is subject to the discretion of City Council. The applicant is responsible for the payment of these fees upon issuance of a building permit. Section 7: The recitals provided in this resolution are true and correct and are incorporated into the operative part of this resolution. Section 8: If any section, subsection, sentence, clause or phrase of this resolution is, for any reason, held to be invalid or unconstitutional, such decision shall not affect the validity or constitutionality of the remaining portions of this resolution. The City Council hereby declares that it would have passed this resolution, and each section, subsection, sentence, clause or phrase hereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid or unconstitutional. 15-45 Resolution No. 2022 - Page 20 of 21 Section 9: Environmental Impact Report Addendum No. ER2022-001 was prepared for the Project in compliance with the California Environmental Quality Act ("CEQA") set forth in California Public Resources Code Section 2100 et seq.; CEQA's implementing regulations set forth in CCR Title 14, Division 6 Chapter 3 ("CEQA Guidelines") and City Council Policy K-3 (Implementation Procedures for the California Environmental Quality Act) to ensure that the Project will not result in new or increased environmental impacts. On the basis of the entire environmental record, the Project will not result in any new significant impacts that were not previously analyzed in the 2006 General Plan Update EIR (SCH No. 2006011119) and the City of Newport Beach Housing Element Initial Study/Negative Declaration. The potential impacts associated with this Project would either be the same or less than those described in either the 2006 General Plan Update EIR and the City of Newport Beach Housing Element Initial Study/Negative Declaration that have been appropriately mitigated. In Addition, there are no substantial changes to the circumstances under which the Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in either the 2006 General Plan Update EIR and the City of Newport Beach Housing Element Initial Study/Negative Declaration, no has any new information regarding potential for new or more severe significant environmental impacts been identified. In accordance with Section 15164 of the CEQA Guidelines, the City Council adopted Resolution No. 2022- _, thereby adopting an addendum to the previously adopted 2006 General Plan Update EIR and the City of Newport Beach Housing Element Initial Study/Negative Declaration. Resolution 2022-_, including all findings contained therein, is hereby incorporated by reference. 15-46 Resolution No. 2022 - Page 21 of 21 Section 10: This resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall certify the vote adopting the resolution. ADOPTED this 22nd day of March, 2022. Kevin Muldoon Mayor ATTEST: Leilani I. Brown City Clerk APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Aaron arp City ttrney Attachment(s): Exhibit A: Legal Description Exhibit B: Conditions of Approval Exhibit C: Traffic Study Exhibit D: Affordable Housing Implementation Pian Exhibit E: Transfer of Development Rights 15-47 *:/:I 13I dv-lm LEGAL DESCRIPTION PARCEL 2, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 49, PAGE 18 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 15-48 *:1:Il 1l1M CONDITIONS OF APPROVAL (Project -specific conditions are in italics) Planning Division 1. The development shall be in substantial conformance with the approved site plan, floor plans, landscape 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 compliance with all applicable submittals approved by the City of Newport Beach ("City") and all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 3. Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2022-001, Traffic Study No. TS2022-001, and Transfer of Development Rights No. TD2022-001 shall expire unless exercised within twenty- four (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. 4. The proposed residential development shall consist of 193 apartment units, inclusive of 77 base units, 77 transferred units, and 39 density bonus units. 5. A minimum of 233 on-site parking spaces shall be provided for residents and guest parking to be located within the residential parking structure. 6. A minimum of 12 apartment units shall be made affordable to very -low-income households and 12 apartment units shall made affordable to low-income households consistent with the approved Residences at 1300 Bristol Street Affordable Housing Implementation Plan (AH2022-001) dated January 7, 2022. 7. Prior to the issuance of a building permit, an affordable housing agreement shall be executed in a recordable form as required by the City Attorney's Office. 8. On-site recreational amenities: private balconies, a clubroom, a fitness center, podium courtyard, a roof terrace, a dog wash room and dog park, leasing lounge and business center as illustrated on the approved plans shall be provided and maintained for the duration of the Project. 9. Maximum building height of the residential structure shall be 78 feet, inclusive of architectural features and mechanical equipment. 10. The residential parking garage shall have the following features: 15-49 a. A safe, secure and well lighted and signed pedestrian paths for all users. b. Adequate and uniform lighting throughout each parking level. c. Panic alarms and two-way communication systems in prominent locations on each parking level. 11. Prior to the issuance of a building permit, an acoustical analysis report, prepared by an acoustical engineer, shall be submitted to the Planning Division describing the acoustical design features of the structure that will satisfy the exterior and interior noise standards. The Project shall be attenuated in compliance with the report. 12. Prior to the issuance of a building permit, the Applicant shall submit to the Community Development Department a final copy of FAA Determination of No Hazard to Air Navigation reflective of the proposed building height. 13. The Applicant shall comply with all applicable provisions of NBMC Chapter 15.38, Fair Share Traffic Contribution Ordinance, and Chapter 15.42, Major Thoroughfare and Bridge Fee Program. Prior to the issuance of a building permit, Fair Share and Transportation Corridor Agency fees shall be paid for the Project. 14. Prior to the issuance of a building permit, the Applicant shall pay applicable school fees for the Project. 15. Prior to the issuance of a building permit, the Applicant shall pay applicable property development tax as required pursuant to NBMC Chapter 3.12 (Property Development Tax) for the Project. 16. Prior to the issuance of a building permit, the Applicant shall pay applicable park in lieu fee for the 77 transferred units from Uptown Newport Planned Community, in accordance with Uptown Newport Development Agreement No. DA2012-003. 17. Prior to the issuance of a building permit, the Applicant shall pay applicable public benefit fee for the 77 transferred units from Uptown Newport Planned Community, in accordance with Uptown Newport Development Agreement No. DA2012-003. 18. Prior to the issuance of a building permit, the Applicant shall pay the Project's fair share of public safety fee, as determined by the Community Development Director, to fund the cost of staffing, services and equipment as necessary for fire -related public safety purposes. 19. The property management company shall distribute a written disclosure statement prior to lease or rental of any residential unit. The disclosure statement shall indicate that the occupants will be living in an urban type of environment and that the noise, odor, and outdoor activity levels may be higher than a typical suburban 15-50 residential area. In addition, potential annoyances or inconveniences associated with residing in proximity to airport operations such as noise, vibration, and odor may occur. The disclosure statement shall include a written description of the potential impacts to residents of both the existing environment and potential impacts based upon the allowed uses in the zoning district and proximity to airport. Each and every lessee or renter shall sign the statement acknowledging that they have received, read, and understand the disclosure statement. The Applicant shall covenant to include within all deeds, leases or contracts conveying any interest in the Project: (1) the disclosure and notification requirement stated herein; (2) an acknowledgment by all grantees or lessees that the property is located within an urban type of environment and that the noise, odor, and outdoor activity levels may be higher than a typical suburban residential area; and (3) acknowledgment that the covenant is binding for the benefit and in favor of the City of Newport Beach. 20. Any substantial modification to the approved Site Development Review plans, as determined by the Community Development Director, shall require an amendment to this Site Development Review application or the processing of a new application. 21. A copy of the Resolution, including conditions of approval Exhibit "F" shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 22. Prior to the issuance of a building permit, Applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Site Development Review file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Site Development Review and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 23. Prior to the issuance of a building permit, Applicant shall submit a detailed landscape and irrigation plan prepared by a licensed landscape architect for the Project. These plans shall incorporate drought tolerant plantings and water efficient irrigation practices, and the plans shall be approved by the Planning Division. 24. 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. 25. The site shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, if in the opinion of the Director of Community Development, the illumination creates 15-51 an unacceptable negative impact on surrounding land uses or environmental resources. The Director may order the dimming of light sources or other remediation upon finding that the site is excessively illuminated. 26. Prior to the issuance of a building permit, the Applicant shall prepare photometric study for the Project in conjunction with a final lighting plan for approval by the Planning Division. All outdoor lighting fixtures shall be designed, shielded, aimed, located, and maintained to shield adjacent properties and to not produce glare onto adjacent properties or roadways. Parking lot light fixtures and light fixtures on buildings shall be full cut-off fixtures. 27. Prior to the issuance of Final Certificate of Occupancy, the Applicant shall schedule an evening inspection by the Code and Water Quality Enforcement Division to confirm control of light and glare specified in conditions of approval. 28. 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. 29. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 and other applicable noise control requirements of the Newport Beach Municipal Code. The maximum noise shall be limited to no more than depicted below for the specified time periods unless the ambient noise level is higher: 30. 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. 31. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise -generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise -generating construction activities are not allowed on Sundays or Holidays. 32. Refuse collection shall comply with the Waste Management Plan included in the approved plans. The Applicant's property management company shall contract with a franchised hauler on the City list of authorized companies. 15-52 Between the hours of TOOAM and 10:OOPM Between the hours of 10:OOPM and TOOAM 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 30. 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. 31. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise -generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise -generating construction activities are not allowed on Sundays or Holidays. 32. Refuse collection shall comply with the Waste Management Plan included in the approved plans. The Applicant's property management company shall contract with a franchised hauler on the City list of authorized companies. 15-52 33. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self -latching gate) or otherwise screened from view of neighboring properties, except when placed for pick-up by refuse collection agencies. 34. The Applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self- contained dumpsters or periodic steam cleaning of the dumpsters, if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the provisions of NBMC Title 14 (Water and Sewers), including all future amendments (including Water Quality related requirements). 35. 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 whatsoeverwhich may arise from or in any manner relate (directly or indirectly) to City's approval of Residences at 1300 Bristol Street including, but not limited to, Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2O22-001, Traffic Study No. TS2022-001, and Addendum to the 2006 General Plan Update Program Environmental Impact Reports No. ER2022-001 (PA2021-161). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by Applicant, City, and/or the parties initiating or bringing such proceeding. The Applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The Applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Fire Department 36. Two fire hydrants shall be provided on-site to serve the Project. The precise location of the proposed fire hydrants shall be approved by the Fire Marshal. 37. Prior to the issuance of any occupancy permits (temporary or final), all fire and life safety systems, and the emergency responder radio system shall be inspected and approved by the Fire Marshal. 38. Prior to the building permit issuance, a fire master plan shall be submitted and approved by the Fire Marshall. 15-53 39. Prior to any foundation permit issuance for the garage basement area, a temporary fire department access way, as approved by the Fire Department, shall be provided until the permanent fire access way is installed. Required fire and life safety systems, including the fire sprinkler system, shall be operational in the garage basement areas used for parking by the construction crews and for storage of building materials and construction equipment. 40. One elevator shall be gurney sized and equipped as a medical emergency elevator as CBC Section 3002. 41. Emergency responder radio coverage shall be required to comply with NBFD Guideline D.05 "Public Safety Radio Coverage" and CFC Section 510. 42. Emergency power and Standby Power System shall be required as per CFC Section 604.2.14. 43. An automatic sprinkler system shall be installed in accordance with CFC Section 903.2 amendment shall be provided throughout all buildings. 44. A standpipe system shall be required and installed as per CFC Section 905.3.1. 45. Fire Alarm system shall be provided as per CFC Section 907.2.9. Building Division 46. 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. 47. The Applicant shall employ the following best available control measures ("BACMs") to reduce construction -related air quality impacts: Dust Control • Water all active construction areas at least twice daily. • Cover all haul trucks or maintain at least two feet of freeboard. • Pave or apply water four times daily to all unpaved parking or staging areas. • Sweep or wash any site access points within two hours of any visible dirt deposits on any public roadway. 15-54 • Cover or water twice daily any on-site stockpiles of debris, dirt or other dusty material. • Suspend all operations on any unpaved surface if winds exceed 25 mph. Emissions • Require 90 -day low-NOx tune-ups for off road equipment. • Limit allowable idling to 30 minutes for trucks and heavy equipment. Off -Site Impacts • Encourage carpooling for construction workers. • Limit lane closures to off-peak travel periods. • Park construction vehicles off traveled roadways. • Wet down or cover dirt hauled off-site. • Sweep access points daily. • Encourage receipt of materials during non -peak traffic hours. • Sandbag construction sites for erosion control. Fill Placement • The number and type of equipment for dirt pushing will be limited on any day to ensure that SCAQMD significance thresholds are not exceeded. • Maintain and utilize a continuous water application system during earth placement and compaction to achieve a 10 percent soil moisture content in the top six-inch surface layer, subject to review/discretion of the geotechnical engineer. 48. Prior to the issuance of a grading permit, a Storm Water Pollution Prevention Plan (SWPPP) and Notice of Intent (NOI) to comply with the General Permit for Construction Activities shall be prepared, submitted to the State Water Quality Control Board for approval and made part of the construction program. The Project Applicant will provide the City with a copy of the NOI and their application check as proof of filing with the State Water Quality Control Board. This plan will detail measures and practices that will be in effect during construction to minimize the project's impact on water quality. 49. Prior to the issuance of a grading permit, the Applicant shall prepare and submit a Water Quality Management Plan (WQMP) for the proposed project, subject to the 15-55 approval of the Building Division and Code and Water Quality Enforcement Division. The WQMP shall provide appropriate Best Management Practices (BMPs) to ensure that no violations of water quality standards or waste discharge requirements occur. 50. A list of "good housekeeping" practices will be incorporated into the long-term post - construction operation of the site to minimize the likelihood that pollutants will be used, stored or spilled on the site that could impair water quality. These may include frequent parking area vacuum truck sweeping, removal of wastes or spills, limited use of harmful fertilizers or pesticides, and the diversion of storm water away from potential sources of pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list and describe all structural and non- structural BMPs. In addition, the WQMP must also identify the entity responsible for the long-term inspection, maintenance, and funding for all structural (and if applicable Treatment Control) BMPs. 51. Prior to the building plan check submittal, the Applicant shall submit the Project for Building Code Preliminary Review. 52. The residential dwelling units and their common use areas shall comply with Housing Accessibility per Chapter I IA. 53. The nonresidential portion of the development shall comply with the public accommodation requirements per Chapter 11 B. Public Works Department 54. All improvements shall be constructed as required by Ordinance and the Public Works Department. 55. An encroachment permit shall be required for all work activities within the public right-of-way. 56. The final Construction Management Plan (CMP) shall be reviewed and approved by the Community Development Director and City Traffic Engineer prior to building permit issuance. 57. A Parking Management Plan (PMP) shall be reviewed and approved by the Community Development Director and City Traffic Engineer prior to building permit issuance. The PMP shall include information regarding gate operation, move -in and move -out, ride -share area, guest parking areas and residential parking areas. 58. Parking layout shall comply with the City Parking Lot standard STD -805. Dead- end drive aisle in public areas and or unassigned parking area shall provide a dedicated turnaround space and minimum 5 -foot drive aisle extension. 15-56 59. The Applicant shall reconstruct all existing broken and/or otherwise damaged concrete curb, gutter and sidewalk along the Spruce Avenue and Bristol Street North frontages per City Standard. 60. The Applicant shall construct an 8 -foot wide sidewalk along the Bristol Street North project frontage. 61. The Applicant shall provide an additional 2 -foot wide easement along the Bristol Street North frontage for sidewalk purposes to accommodate a future 10 -foot wide sidewalk. The Applicant shall construct a 10 -foot wide sidewalk along the Bristol Street North project frontage when other development in the area occurs and/or future pedestrian volumes/usage increase, as directed by the Public Works Department. 62. All delivery and moving vehicles shall be accommodated on-site and prohibited from parking or stopping within the public right-of-way. Only ride share vehicles shall be permitted to utilize the pull-out area located on Spruce Street. 63. The proposed driveways shall be constructed per City Standard STD -161. The radius for the Bristol Street North driveway shall be 20 -foot minimum and the radius for the Spruce Street driveway shall be 15 -foot minimum. 64. All on-site fire hydrants shall be privately owned and maintained. All on-site Project drainage shall comply with the latest City Water Quality requirements. 15-57 EXHIBIT "C" g��i� Traffic Engineering • Transportation Planning • Parking • Noise & Vibration Air Quality 9 Global Climate Change 9 Health Risk Assessment prepared by Bryan Crawford Giancarlo Ganddini, PE, PTP GANDDINI GROUP, INC. 555 Parkcenter Drive, Suite 225 Santa Ana, California 92705 (714) 795-3100 I ganddini.com PICERNE RESIDENTIAL (1300 BRISTOL STREET NORTH) TRAFFIC IMPACT ANALYSIS City of Newport Beach November 23, 2021 Project No. 19410 15-59 TABLE OF CONTENTS EXECUTIVESUMMARY................................................................................................................................................ IV 1. INTRODUCTION....................................................................................................................................................1 ProjectDescription..........................................................................................................................................................1 StudyArea.........................................................................................................................................................................1 AnalysisScenarios...........................................................................................................................................................1 2. METHODOLOGY...................................................................................................................................................5 Traffic Phasing Ordinance Analytical Methodology (Non-CEQA)................................................................... Intersection Capacity Utilization Methodology........................................................................................ PerformanceStandards................................................................................................................................... Substantial Operational Deficiency Criteria............................................................................................... Cumulative and General Plan Analytical Methodology (CEQA)....................................................................... Thresholds of Significance for General Plan EIR Addendum................................................................ Vehicle Miles Traveled Analytical Methodology (CEQA)................................................................................... 3. EXISTING CONDITIONS......................................................................................................................................7 ExistingRoadway System..............................................................................................................................................7 PedestrianFacilities.........................................................................................................................................................7 BicycleRoutes..................................................................................................................................................................7 TransitFacilities................................................................................................................................................................7 GeneralPlan Context.....................................................................................................................................................7 ExistingTraffic Volumes................................................................................................................................................7 Existing Intersection Level of Service.........................................................................................................................8 4. PROJECT FORECASTS.......................................................................................................................................17 ProjectTrip Generation..............................................................................................................................................17 Project Trip Distribution and Assignment..............................................................................................................17 5. FUTURE VOLUME FORECASTS......................................................................................................................25 City of Newport Beach Approved Projects...........................................................................................................25 AmbientGrowth........................................................................................................................................................... 25 TPOYear 2026 Volume Forecasts..........................................................................................................................25 6. TPO ANALYSIS.....................................................................................................................................................31 TPO Year 2026 One -Percent Threshold Analysis...............................................................................................31 TPOImpact Assessment.............................................................................................................................................31 7. CEQA ANALYSIS..................................................................................................................................................34 CumulativeProjects.....................................................................................................................................................34 CEQA Year 2026 Without Project Volume Forecasts....................................................................................... 34 CEQA Year 2026 With Project Volume Forecasts..............................................................................................34 CEQA Year 2026 Impact Assessment.................................................................................................................... 34 8. GENERAL PLAN COMPARISON ANALYSIS.................................................................................................44 General Plan Comparison Methodology................................................................................................................44 General Plan Comparison Trip Generation and Trip Distribution...................................................................44 Post 2030 General Plan Buildout Without Project Volume Forecasts..........................................................44 Post 2030 General Plan Buildout With Project Volume Forecasts.................................................................44 General Plan Comparison Impact Assessment.....................................................................................................44 gnJil Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis i 19410 15-60 9. CONGESTION MANAGEMENT PROGRAM 52 Background.................................................................................................................................................................... 52 CMP -Monitored Intersections..................................................................................................................................52 Requirements for Improvements.............................................................................................................................. 52 Criteria for Preparation of CMP Impact Analysis................................................................................................. 52 10. SITE ACCESS AND CIRCULATION..................................................................................................................53 SiteAccess...................................................................................................................................................................... 53 On -Site Circulation.......................................................................................................................................................53 11. VEHICLE MILES TRAVELED (VMT).................................................................................................................54 Background.................................................................................................................................................................... 54 VMT Assessment and Screening.............................................................................................................................. 54 12. CONCLUSIONS 55 ProjectTrip Generation.............................................................................................................................................. 55 TPOImpact Analysis.................................................................................................................................................... 55 CEQAYear 2026 Impact Analysis............................................................................................................................ 55 CEQA General Plan Comparison Impact Analysis............................................................................................... 55 VMTScreening.............................................................................................................................................................. 55 Congestion Management Program.......................................................................................................................... 55 SiteAccess and Circulation........................................................................................................................................ 55 APPENDICES Appendix A Glossary Appendix B Volume Count Worksheets Appendix C Level of Service Worksheets Appendix D Approved Projects List and Cumulative Projects Appendix E TPO One -Percent Threshold Analysis LIST OF TABLES Table 1. Existing (2021) Intersection Levels of Service..........................................................................................10 Table2. Project Trip Generation...................................................................................................................................18 Table 3. TPO One -Percent Threshold Analysis Summary...................................................................................... 32 Table 4. TPO Year 2026 Intersection Levels of Service and Impact Assessment...........................................33 Table 5. Cumulative Projects Trip Generation..........................................................................................................35 Table 6. CEQA Year 2026 Intersection Levels of Service and Impact Assessment........................................36 Table 7. General Plan Comparison Trip Generation................................................................................................46 Table 8. General Plan Comparison: Post 2030 General Plan Buildout Intersection Levels of Serviceand Impact Assessment....................................................................................................................47 LIST OF FIGURES Figure1. Project Location Map..........................................................................................................................................3 Figure2. Site Plan..................................................................................................................................................................4 Figure 3. Existing Lane Geometry and Intersection Traffic Controls.......................................................................9 Figure 4. Existing Pedestrian Facilities..........................................................................................................................11 Figure 5. Orange County Transportation Authority System Map.........................................................................12 Figure 6. City of Newport Beach General Plan Master Plan of Streets and Highways...................................13 Figure 7. City of Newport Beach General Plan Roadway Cross-Sections..........................................................14 g:31dipi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis ii 19410 15-61 Figure 8. Existing AM Peak Hour Intersection Turning Movement Volumes.....................................................15 Figure 9. Existing PM Peak Hour Intersection Turning Movement Volumes.....................................................16 Figure 10. Project Outbound Trip Distribution - Existing General Office Building............................................19 Figure 11. Project Inbound Trip Distribution - Existing General Office Building................................................20 Figure 12. Project Outbound Trip Distribution - Proposed Residential................................................................21 Figure 13. Project Inbound Trip Distribution - Proposed Residential....................................................................22 Figure 14. Project (Net) AM Peak Hour Intersection Turning Movement Volumes...........................................23 Figure 15. Project (Net) PM Peak Hour Intersection Turning Movement Volumes............................................24 Figure 16. TPO Year 2026 Without Project AM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 27 Figure 17. TPO Year 2026 Without Project PM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 28 Figure 18. TPO Year 2026 With Project AM Peak Hour Intersection Turning Movement Volumes ............. 29 Figure 19. TPO Year 2026 With Project PM Peak Hour Intersection Turning Movement Volumes.............30 Figure 20. Cumulative Projects Location Map..............................................................................................................37 Figure 21. Cumulative Projects AM Peak Hour Intersection Turning Movement Volumes..............................38 Figure 22. Cumulative Projects PM Peak Hour Intersection Turning Movement Volumes..............................39 Figure 23. CEQA Year 2026 Without Project AM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 40 Figure 24. CEQA Year 2026 Without Project PM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 41 Figure 25. CEQA Year 2026 With Project AM Peak Hour Intersection Turning Movement Volumes............................................................................................................................................................... 42 Figure 26. CEQA Year 2026 With Project PM Peak Hour Intersection Turning Movement Volumes .......... 43 Figure 29. Post 2030 General Plan Buildout Without Project AM Peak Hour Intersection Turning MovementVolumes.........................................................................................................................................48 Figure 30. Post 2030 General Plan Buildout Without Project PM Peak Hour Intersection Turning MovementVolumes.........................................................................................................................................49 Figure 31. Post 2030 General Plan Buildout With Project AM Peak Hour Intersection Turning MovementVolumes......................................................................................................................................... 50 Figure 32. Post 2030 General Plan Buildout With Project PM Peak Hour Intersection Turning MovementVolumes......................................................................................................................................... 51 grdli Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis iii 19410 15-62 EXECUTIVE SUMMARY The purpose of this study is to evaluate the potential for transportation impacts resulting from development of the proposed project both in the context of the City of Newport Beach's discretionary authority for conformance with locally established operational standards and the California Environmental Quality Act (CEQA). 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. This study was prepared in consultation with City of Newport Beach staff and in accordance with the procedures and methodologies for assessing transportation impacts established by the City of Newport Beach. To assess the project's conformance with local operational standards, this study evaluates the project's effect on traffic operations in accordance with the City's Traffic Phasing Ordinance (TPO) and, if necessary, identifies recommended improvements or corrective measures to alleviate operational deficiencies substantially caused or worsened by the proposed project. In addition to existing (2021) conditions, this report analyzes forecast traffic conditions for year 2026 (one year after project opening). For CEQA purposes, this study also evaluates the significance of project -related transportation impacts using cumulative methodology as well as vehicle miles traveled (VMT) analysis relative to criteria established by the City of Newport Beach as the lead agency and, if necessary, identifies any feasible mitigation measures to mitigate any significant impacts. Additionally, analysis was also prepared for Year 2026 cumulative and Post 2030 General Plan Buildout conditions in support of the project's proposed addendum to the 2006 General Plan Environmental Impact Report (EIR). Project Description The project site is addressed at 1300 Bristol Street North, located at the northeast corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with an existing office building totaling 33,292 square feet. The proposed project involves a demolition of the existing 33,292 square foot building. The proposed redevelopment includes a new six -floor apartment building comprised of 193 residential dwelling units on five floors above at -grade parking and two levels of subterranean parking. 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 2025. The proposed project involves a Transfer of Development Rights (TDR) which includes the transfer of 77 units from Uptown Newport. 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 324 daily trips, including 38 trips during the AM peak hour and 38 trips during the PM peak hour. The proposed project site land use is forecast to generate a total of approximately 1,050 daily trips, including 69 trips during the AM peak hour and 85 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 726 net new daily trips, including 31 net new trips during the AM peak hour and 47 net new trips during the PM peak hour. g3pldipi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis iv 19410 15-63 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 2026 With Project conditions and no improvements are required. CEQA 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 significant Level of Service impacts at the study intersections for CEQA Year 2026 With Project conditions and no new mitigation measures are required. CEQA General Plan Comparison 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 significant Level of Service impacts at the study intersections for Post 2030 General Plan Buildout With Project conditions and no new mitigation measures are required. VMT Screening The proposed project is located in a City defined low-VMT area for residential use (lower than 85 percent of Countywide average VMT per capita). Per the City VMT guidelines and screening criteria, the project is considered to have a less than significant impact on VMT. 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. The final parking and circulation will be reviewed and approved by the City of Newport Beach. g3pdipi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis V 19410 15-64 1. INTRODUCTION This section describes the project location, project description, study area, and analysis scenarios. PROJECT DESCRIPTION The project site is addressed at 1300 Bristol Street North, located at the northeast corner of Bristol Street North and Spruce Street, in the City of Newport Beach, California. The project site is currently developed with an existing office building totaling 33,292 square feet. Figure 1 shows the project location map. The proposed project involves demolition of the existing 33,292 square foot building. The redevelopment includes a new six -floor apartment building comprised of 193 residential dwelling units on five floors above at -grade parking and two levels of subterranean parking. 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 2025. Figure 2 illustrates the project site plan. The proposed project involves a Transfer of Development Rights (TDR) which includes the proposed transfer of 77 units from Uptown Newport. 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: 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 anticipated project opening year: a) Existing Conditions; b) TPO Year 2026 Without Project; and c) TPO Year 2026 With Project 1 (NS) = North-South roadway; (EW) = East-West roadway gridjH Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-65 Study Intersections' 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 Drive (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 anticipated project opening year: a) Existing Conditions; b) TPO Year 2026 Without Project; and c) TPO Year 2026 With Project 1 (NS) = North-South roadway; (EW) = East-West roadway gridjH Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-65 Additionally, this study also evaluates the following analysis scenarios in support of the project's proposed cumulative CEQA analysis: d) CEQA Year 2026 Without Project; e) CEQA Year 2026 With Project; Lastly, this study evaluates the following analysis scenarios in support of the project's proposed addendum to the 2006 General Plan Environmental Impact Report (EIR): f) General Plan Comparison: Post 2030 General Plan Buildout Without Project; and g) General Plan Comparison: Post 2030 General Plan Buildout With Project. g3pdJ11 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-66 Lech 0 Study Intersection Figure 1 Project Location Map Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-67 3 Figure 2 Site Plan Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-68 a �� T _1 -T� r fR3 GAD"EEYEL A m n �$ � ROOF ACCESS T } • PARK'G ENTRY• n STAlLI F LOADING TONE .€........ . TRASH $iAGlNO f .i. ... ......... ... . ra g>m Ael4, f � 1 f P'Muk'-ME f 1 W 1 slprsicx � f � 5 -STOAT APU MENTS MK IN � eweuwc W 1 OVER 1 -STORY AT GRADE PARXING GARAGE RYPE O OVER P LEVELS 5O8-7 PARMNG MM MPE-R I1 � � � 10 eLOG n6v. I' If I..V I1l Atu[LNUG SE FBALK 1 II1 Y59'-0" I 1777 1DtNF NTRY - f �•FSIRMF ORLY ' 1tdd' 10' 9 STAIR, 3 1J RW.CU, I _I/ I� 1 STNRi II , �••1t� Sj •j 1 t LBf OFEMTWfWW. OEMAiN1N - - - © mm BRISTOL ST4 3 Figure 2 Site Plan Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-68 2. METHODOLOGY This section discusses the analysis methodologies used to assess transportation facility performance as adopted by the respective jurisdictional agencies. TRAFFIC PHASING ORDINANCE ANALYTICAL METHODOLOGY (NON-CEQA) 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. While operational ICU analysis is required for conformance with the City's TPO requirements, it is noted that a project's effect on automobile delay (as measured by Level of Service) shall not constitute a significant environmental impact in accordance with current CEQA provisions. 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/Q 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 > 0.60 to <_ 0.70 C > 0.70 to <_ 0.80 D > 0.80 to <_ 0.90 E > 0.90 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: g3lddlpi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 4 19410 15-69 ■ Any intersection in the Airport Area shared with City of Irvine; ■ Dover Drive at Coast Highway; ■ Marguerite Avenue at Coast Highway; and ■ Goldenrod Avenue at Coast Highway. Substantial Operational Deficiency Criteria 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 substantial 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. CUMULATIVE AND GENERAL PLAN ANALYTICAL METHODOLOGY (CEQA) Although Level of Service impacts no longer constitute a significant environmental impact based on current CEQA provisions, a Level of Service analysis and significant impact evaluation were also prepared for Year 2026 cumulative and Post 2030 General Plan Buildout conditions, which did include evaluation of Level of Service impacts based on relevant thresholds of significance at the time of preparation. The purpose of the General Plan Comparison analysis is to document whether any new traffic -related impacts would occur compared to the 2006 General Plan EIR based on the proposed project. Thresholds of Significance for General Plan EIR Addendum Year 2026 cumulative and Post 2030 General Plan Buildout conditions are analyzed based on the same ICU methodology used for the TPO analysis. Based on the 2006 General Plan EIR, the following criteria are used to determine if the proposed project would result in a significant Level of Service impact requiring new mitigation measures. ■ A significant transportation 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). VEHICLE MILES TRAVELED ANALYTICAL METHODOLOGY (CEQA) The metric used to evaluate the transportation impact of land use and transportation projects under CEQA is known as vehicle miles traveled (VMT). In general terms, VMT quantifies the amount and distance of automobile travel attributable to a project or region. Additional information and a detailed project assessment is provided in the Vehicle Miles Traveled section presented later in this report. gnJJ11 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 5 19410 15-70 3. EXISTING CONDITIONS This section describes the existing transportation setting in the project vicinity. 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. Bristol Street North adjacent to the project site has Class II Bike Lane (On -Road Striped) and also is classified as a Class I (Off -Road Paved) Bikeway (sidewalk riding is permitted). Roadways that provide on -street bicycle facilities near the project site include Bristol Street South, Birch Street, and intermittent areas of Jamboree Road and Campus Road. TRANSIT FACILITIES Figure 5 shows the existing transit routes available in the project vicinity. As shown on Figure 5, 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 6 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 7. 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 2021. Existing (2021) intersection volumes were developed by applying the City's Regional Traffic Annual g3oldin' Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 6 19410 15-71 Growth Rate of one percent (1.0%) per year to the measured volumes along applicable arterial highways (Irvine Avenue, Jamboree Road, and MacArthur Boulevard). This equates to a growth factor of 1.02 along those arterials with counts conducted in 2019 and a growth factor of 1.03 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 (2021) 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 in 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 (2021) conditions. Figure 8 and Figure 9 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 (2021) conditions. 931dil Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 7 19410 15-72 IRVINE AVE _,000"613 4D M�R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) A � D �► 1111 � Birch St (NS)/ Bristol St N (EW) 0 � 4�7 J ( Birch St (NS)/ Bristol St S (EW) A e_j Legend 9 Traffic Signal #D #-Lane Divided Roadway #U #-Lane Undivided Roadway #-4— #-Lanes (One -Way) Existing Lane OQi a� 4D 8D Q?P 4D 6D JO 8D 4D 3 413 4D 7D n 413 10 6D C 4D A 7 W 4D D 413 v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ O Campus Dr (EW) Birch St (EW) 5 413 �� A F 0 41.11 6D 7D '� 1111 'l 111 L Site �TTTTt' ��1r►.�TTTI' AD/so AVE 6D MacArthur Blvd (NS)/ Von Karmen Ave (EW) MacArthur Blvd (NS)/ Jamboree Rd (EW) x.111 L�. 0 ( MacArthur Blvd (NS)/ ■ Bison Ave (EW) UNIVERSITY DR H "—RTO LL F� Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) A � A F� FREE Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) 7D m\ A SFr 6D TTTTT' y d1'► TIT r' 8D RTO Right Turn Overlap F Free Right Turn Lane SPLIT Split Signal Phasing Figure 3 d De Facto Turn Lane Existing Lane Geometry and Intersection Traffic Controls Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 8 19410 15-73 Table 1 Existing (2021) Intersection Levels of Service ID Study Intersection Traffic Control' AM Peak Hour V/CZ LOSS PM Peak Hour V/CZ LOSS 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 0.67 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 0.59 A 7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS 0.55 A 0.52 A 8. MacArthur Blvd (NS) at Jamboree Rd (EW)4 TS 0.59 A 0.68 B 9. MacArthur Blvd (NS) at Bison Ave (EW) TS 0.68 B 0.59 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 0.37 A 0.47 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 Dr (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. Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-74 i• Legend Sidewalk Cross Walk Q Bus Stop g3ldil .x :off;;; ` Figure 4 Existing Pedestrian Facilities Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 10 19410 15-75 m m WESTMINSTER m SLATER —" TALBERT� IE IFl7 MACARTHURFII g� LLIS 7...... I ............ uuum S L1NFl FOUNTAIN ® BAKER VALLEY COSTA 81 1 MESA m ® m ®m WARNER Y 4 Tu', m z STAT z � .e JERK r� nnm � Y � _ Site FAIR m by WILSON m g S S?y TGA g HAMILTON �EBN q FL VICTORIA 4 M NEWPORT M ® BEACH 5� Routes offe rfng 15 minutes {or iessl Weekday rush huurfrequency —0— Local Routes(1-99) ZINEWPORT —mom Community Routes (1041.199) m TRANSPORTATION ANTER ••--m•-•- CC Express Routes (200-299) Wrc..ey Min �wu• On� ---. IM.... Metrolink Stakfon[Ink Roules (400-4991 Bravo Limited Stop Servke (500-599) .... EM.... Express Servlce 1700.7991 w•.�er w.� Na,o... —IM— Cfty Shuttle Rai l5tatians A ❑ OC Bus Transit Centers r� Source: Orange County Transportation Authority g3ldil Figure 5 Orange County Transportation Authority System Map Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 11 19410 15-76 111MMORN NEWPORT IAM, NORTH ti` HEA CN OP 9� 0 0 2�2 " �. FASHION o�NFs � ISLAND LLIkS AAL90A IS,q Source: City of Newport Beach 93-dii ,a JS F �e LP _ SAN CrFGo CREEK > ADOPTED INTERCHANGE PROPOSED INTERCHANGE ti ROUTES REQUIRING =-== FURTHER COORDINATION 0.75 Mlles COMMUTER ROADWAY (TWO LANE UNDIVIDED) 3.24 Miles SECONDARY ROAD (FOUR LANE UNDIVIDED) 15.88 Miles SECONDARY (NOT BUILT) 0.28 Milos PRIMARY ROAD (FOUR LANE DIVIDED) 29.82 Miles PRIMARY ROAD ......• (NOT BUILT) 3.05 Miles MAJOR ROAD (SIX LANE DIVIDED) C 30.54 Miles EIGHT LANE ROAD (DIVIDED) 2.81 Miles \ �� SAN JOAQUIN HILLS o TRANSPORTATION CORRIDOR p 5.32 Miles Bre ADOPTED FREEWAY 'ANr ON ROUTES 4.48 Miles FUTURE FREEWAY EXTENSION HILLS 0.75 Miles Figure 6 City of Newport Beach General Plan Master Plan of Streets and Highways Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 12 19410 15-77 PRINCIPAL - 944' (B LANES DIVIDED) r r 1 MAJOR - 928' (6 LANES D[VIDED) i t Wt PRIMARY - 104' (4 LANES DhnDED) c. r SECONDARY - "' (4 LANES UNDIVIDED) COMMUTER - 56' (2 LANES UNDIVIDED) Figure 7 Source: City of Newport Beach City of Newport Beach General Plan Roadway Cross -Sections 931dii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 13 19410 15-78 IRVINE AVE M\ R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) C) rn "238 ao C9 NN —1077 corn 1 ,r208 1 Q P�� 980,' T �0 1818—► N� 7�9 w LO 464 Birch St (NS)/ Bristol St N (EW) co "-203 rno —1306 A l v-387 } rn� 0 Birch St (NS)/ Bristol St S (EW) IM 755 t l' 1213 209 M ch Legend 0 Study Intersection QJ�OQ- v G`r C G v &/SO \N AVE MacArthur Blvd (NS)/ Von Karmen Ave (EW) LO CY) NNN X20 �vrn —96 d 1 L ,-165 17 72� vNaoi 32� om MacArthur Blvd (NS)/ Jamboree Rd (EW) to `205 N CO CD —743 d 1 �* ,--330 439 1027 �Nv 183, MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR LO IN X80 N —237 Nv MacArthur Blvd (NSu MacArthur Blvd (NS)/ r497 �.Q Campus Dr (EW) Birch St (EW) C9 � —ov ',-71 C-4oroc`~o —164 r-- "-55 '('0- '010' —116 0Q- 1 L ,r39 1 ,r27 Q P�� Site f� 460 �r 1 l' 84''` 1 l' 7�9 w LO 3641 , r�i ch o0 &/SO \N AVE MacArthur Blvd (NS)/ Von Karmen Ave (EW) LO CY) NNN X20 �vrn —96 d 1 L ,-165 17 72� vNaoi 32� om MacArthur Blvd (NS)/ Jamboree Rd (EW) to `205 N CO CD —743 d 1 �* ,--330 439 1027 �Nv 183, MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR LO IN X80 C) LO '100 cern x-283 r 327 1 73" r V) 1 - 1 l' 197 Ivo N(� 50--4 �N r-or- Jamboree Rd (NS)/ Bristol St S (EW) O In i 1228--4 527— Lr) N 1398--4 Jamboree Rd (NS)/ University Dr (EW) co M 170 vLOar--i —147 1 S. r-223 430--4 `i t - 103� ap(0N 44� �N Figure 8 Existing AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 14 19410 15-79 N —237 Nv A� 1 �* r497 214 ` P 222 199 NMM C) LO '100 cern x-283 r 327 1 73" r V) 1 - 1 l' 197 Ivo N(� 50--4 �N r-or- Jamboree Rd (NS)/ Bristol St S (EW) O In i 1228--4 527— Lr) N 1398--4 Jamboree Rd (NS)/ University Dr (EW) co M 170 vLOar--i —147 1 S. r-223 430--4 `i t - 103� ap(0N 44� �N Figure 8 Existing AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 14 19410 15-79 IRVINE AVE M\ R Campus Dr (NS)/ Bristol St N (EW) to X111 —1803 AJ 1 ,x267 � T r` o M 67 v co Birch St (NS)/ Bristol St N (EW) CO `,-119 (`D0 v —1477 A) 1 ,x458 N 00 � M Birch St (NS)/ Bristol St S (EW) � N 258 T l' 1117 0°) 112 �M Legend 0 Study Intersection Campus Dr (NS)/ Bristol St S (EW) 00 N 460 T 1001 556 N QJ�OQ- v G`r C G v &/SO \N AVE MacArthur Blvd (NS)/ MacArthur Blvd (NSu Von Karmen Ave (EW) Jamboree Rd (EW) 00 co `-89 LO W'IT ` 202 vrn� —89 r°')�LO —1014 A) 1 ,x612 1 ,x461 98-4 T ' 253 1 l' 141— 000 958 0n°r 1944 oN 1 51� NmM UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) MLOm X109 NN— —215 A� 1 1* AMA ,r257 188 -) 1 P 210 (.0�� 205 �N� Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) to vc�)oro 152 0co 334 l'- M ,1 1 L r 202 1 r 175-4 -) 1 - 1 P 586— N vrnv 192--4 o FBristol e Rd (NS)/ Jamboree Rd (NS)/ t S (EW) University Dr (EW) �) `- 136 —111 r-238 961-4 T ' 215 `i , lLO' 860 (00090— rOD 1029 0 21- N Figure 9 Existing PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 15 19410 15-80 MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ �.Q Campus Dr (EW) Birch St (EW) C9 rnoOw X209 0rn�-1038 00" X210 `Dorov x-500 pQ- L d -109 ,r78 1 P,1 aftSite y `J � `i 1 r' � `� 1 r' �' 319 N O 64 -A N CD 20� 00 42 � � cc) &/SO \N AVE MacArthur Blvd (NS)/ MacArthur Blvd (NSu Von Karmen Ave (EW) Jamboree Rd (EW) 00 co `-89 LO W'IT ` 202 vrn� —89 r°')�LO —1014 A) 1 ,x612 1 ,x461 98-4 T ' 253 1 l' 141— 000 958 0n°r 1944 oN 1 51� NmM UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) MLOm X109 NN— —215 A� 1 1* AMA ,r257 188 -) 1 P 210 (.0�� 205 �N� Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) to vc�)oro 152 0co 334 l'- M ,1 1 L r 202 1 r 175-4 -) 1 - 1 P 586— N vrnv 192--4 o FBristol e Rd (NS)/ Jamboree Rd (NS)/ t S (EW) University Dr (EW) �) `- 136 —111 r-238 961-4 T ' 215 `i , lLO' 860 (00090— rOD 1029 0 21- N Figure 9 Existing PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 15 19410 15-80 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 multifamily housing (mid -rise) (Land Use Code 221) 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 324 daily trips, including 38 trips during the AM peak hour and 38 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,050 daily trips, including 69 trips during the AM peak hour and 85 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 726 net new daily trips, including 31 net new trips during the AM peak hour and 47 net new trips during the PM peak hour. PROJECT TRIP DISTRIBUTION AND ASSIGNMENT Figure 10 thru 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. grdili ' Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 16 19410 15-81 Table 2 Project Trip Generation Trip Generation Rates Land Use Source' Unite AM Peak Hour PM Peak Hour Daily % In % Out Rate % In % Out Rate General Office Building ITE 710 TSF 86% 14% 1.16 16% 84% 1.15 9.74 Multifamily Housing (Mid -Rise) ITE 221 DU 26% 74% 0.36 61% 39% 0.44 5.44 Trips Generated Land Use Quantity Unite AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Existing General Office Building 33.292 TSF 33 5 38 6 32 38 324 Proposed Multifamily Housing (Mid -Rise) 193 DU 17 52 69 52 33 85 1.050 NET PROJECT TRIPS GENERATED 1 -16 1 +47 1 +31 1 +46 1 +1 1 +47 1 +726 Notes: (1) ITE =Institute of Transportation Engineers Trip Generation Manual (10th Edition, 2017); ### =Land Use Code (2) TSF = Thousand Square Feet; DU = Dwelling Units Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 17 19410 15-82 Legend X10% Percent From Project g3ldil 5% Figure 10 Project Outbound Trip Distribution - Existing General Office Building Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 18 19410 15-83 Legend X10% Percent To Project g3ldil Figure 11 Project Inbound Trip Distribution - Existing General Office Building Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19 19410 15-84 Legend X10% Percent From Project g3ldil 5% Figure 12 Project Outbound Trip Distribution - Proposed Residential Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 20 19410 15-85 Legend X10% Percent To Project g3ldil Figure 13 Project Inbound Trip Distribution - Proposed Residential Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 21 19410 15-86 IRVINE AVE M\ R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) 11-0 00 ~9 NO . 1 ,r2 l 1 0� 1 00 3� ov -0-4 Birch St (NS)/ 1 Bristol St N (EW) X10 00 X11 A) 1 r26 Oo Birch St (NS)/ Bristol St S (EW) O N l � 0 _7� 0O e °� J Legend 0 Study Intersection QJ�QQ- v GPS G`r C G v MacArthur Blvd (NS)/Blvd Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) V-0 V-0 opo —0 C:) C) --1 0-14 ` T ' 0-4 kv 1) 0� 00O 12— choo 0� 4-4 MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR ,-0 070 —0 MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ 0--4 �.Q Campus Dr (EW) Birch St (EW) 5� Q,,' '-0 1.-0 Rd (NS)/ N (EW) 0.11 _ JG� 1 L 0 . 1 "r-0 Cf i Q� Site fr 00y `i 1 .I �, D o1 -O 2 � 0OO 0� I 0 MacArthur Blvd (NS)/Blvd Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) V-0 V-0 opo —0 C:) C) --1 0-14 ` T ' 0-4 kv 1) 0� 00O 12— choo 0� 4-4 MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR ,-0 't- 0 O� o)000 -1 F-0 L,? c:, A� 0�mv J Jamboree Rd (NS)/tUniversity S)/ Bristol St S (EW)W) m 0 0 0 &/SON AVE or0 5 o 0- 4-4 -4-y 0-4 Figure 14 Project (Net) AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 22 19410 15-87 070 —0 .11� ,moo 0--4 0oho 0,7 Jamboree Rd (NS)/ Campus Dr (EW) Jamboree Bristol St Rd (NS)/ N (EW) 't- 0 O� o)000 -1 F-0 L,? c:, A� 0�mv J Jamboree Rd (NS)/tUniversity S)/ Bristol St S (EW)W) m 0 0 0 &/SON AVE or0 5 o 0- 4-4 -4-y 0-4 Figure 14 Project (Net) AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 22 19410 15-87 IRVINE AVE M�R Q; < C- v�` a c W L MacArthur Blvd (NS)/ v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Q.°Campus Dr (EW) Birch St (EW) CA, ��i 10--01.-05 -2 JVD �OQ- L 0 L 0 L00--4 o00 A, 1 r A, 1 r Q� P Site f f00�, T P 2� T ONO 0� 000 \ 0-' 0�, MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) V-0 V-0 0r -o �0 -oo —12 1 L -2 1 L r0 -, T l' 0 �' -, T L00--4 o00 3� ornoo -3 4, Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/ Bristol St N (EW) Bristol St S (EW) Bison Ave (EW) 11-0 UNIVERSITY DR 'k-0 00 ~0 MO Obi O ~0 A l pr -3 1. r 0 0:� T i' 0,' 0o goN 0� ovo 0--, 0�, Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St N (EW) Campus Dr (EW) Bristol St N (EW) VI -2 0 00 —3opo —0 mo .tl r2 A j'A r0 J � 0-4 �T l' `IT w 00 0� 0CMO X00 0 -, Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) Bristol St S (EW) University Dr (EW) m W-0 N l ejS0 AVE 0 T l' 11-4 T l' 0- `i T l' 113� vo 0— ovo 0 -2--4 0-4 Legend QStudy Intersection Figure 15 Project (Net) PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 23 19410 15-88 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 ■ Back Bay Landing 300 ECH ■ Birch Newport Executive Center ■ Ebb Tide Residential ■ ENC Pre -School ■ Balboa Marina West ■ Newport Crossings ■ Museum House - Vivante Senior Center ■ Uptown Newport: Phase 1 - Trans Devel Rights (TDR) ■ Uptown Newport: Phase 2 only ■ Residences at 4400 VK The proposed project involves a Transfer of Development Rights (TDR) which includes the transfer of 77 units from Uptown Newport. The Uptown Newport project volumes have been reduced by 77 apartment units. 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 2026 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 1.07 along arterials with counts conducted in 2019 and a growth factor of 1.08 along arterials with counts conducted in 2018. TPO YEAR 2026 VOLUME FORECASTS TPO Year 2026 Without Project volume forecasts were developed by adding ambient growth and approved projects trips to existing volumes. TPO Year 2026 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 16 and Figure 17. grdili Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 24 19410 15-89 TPO Year 2026 With Project volume forecasts were developed by adding project -generated trips to TPO Year 2026 Without Project volumes. TPO Year 2026 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 18 and Figure 19. g3lddll Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 25 19410 15-90 IRVINE AVE M\ R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) ON `238 M Birch St (EW) N°N° —1181 v0C)) 00 � o X 105 1 0r226 1 r'Z'- �2 —133 27 v--399 t N N 985,' 1824 --► 464 � t N v r Birch St (NS)/ Bristol St N (EW) `-206 1404 l x-398 -, t 00 v 6) o Birch St (NS)/ Bristol St S (EW) In M CO 755 t l' 1213 215 MM Legend 0 Study Intersection QJ�OQ- v G`r C G v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NSu MacArthur Blvd (NS)/ Jamboree Rd (EW) �.Q Campus Dr (EW) Birch St (EW) C9 <(,�' CO N *,-78 00 � o X 105 —930 N0)M —164 L r'Z'- �2 —133 27 v--399 17 ,r39 A� 1 ,r Q 72 112-" Site 460: t i' \� 771 mon r` 364- M�� o MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) MwuO `-20 rnvuO `-236 � v LO —96 N V h —930 181 1 L v--399 17 469' �tl' 72 1109 32 192 MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR LO`�80 r- O CO U') v —238 A) 1 �* ,r513 216 ` P ��� 2277 200 NNS Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) 00 CO X 100 M N x--283 � o 1 L r 329 1 r 75- ` t ' ` t 197—MMCD N LOOCD to N 54-4��N r-irl.a0 Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University Dr (EW) m r Oo � N ` 170 00 ��� —147 N AVE \ 1 1 r-223 11240-4 T l' 430 536—► CO 103 rn�M 1427 N 44� �N Figure 16 TPO Year 2026 Without Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 26 19410 15-91 IRVINE AVE M\ R Campus Dr (NS)/ Bristol St N (EW) to X111 —1858 AJ 1 ,x274 � T r` o M � v r` Birch St (NS)/ Bristol St N (EW) 123 c�ov X1526 1 ,x464 00 M Birch St (NS)/ Bristol St S (EW) LO 00 r- N 258 T ' 1135 �M 116 �M Legend 0 Study Intersection Campus Dr (NS)/ Bristol St S (EW) LO 00 N 470,r T 1005 0 556 N QJ�OQ- v G`r C G v &/SO \N AVE MacArthur Blvd (NS)/ MacArthur Blvd (NSu Von Karmen Ave (EW) Jamboree Rd (EW) 0 `-89 0co `-225 0 0 —89 o!�Or° —1135 ,x622 .' 1 �k ,--507 98-4 T ' 279 �r T 141— cDr-0 1169 194, 00M I 54�, NSM UNIVERSITY DR Jamboree Rd (NS)/ Campus Dr (EW) 0U')(.0 '152 x--334 A) l L ,x212 176" r -, 1 - 586 0 � N 0-, �LO MacArthur Blvd (NS)/ Bison Ave (EW) LO 0E-0 `109 NN— —219 A) 1 L ,x263 193 -" • -� t,- 213 1'213 1 -'to 0 �, LO N Jamboree Rd (NS)/ Bristol St N (EW) N M 00rn 00 LO P- �: Jamboree Rd (NS)/ \ Jamboree Rd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Q.O mpus Dr (EW) Campus Birch St (EW) C9 1 �r-245 r-- w- 0 r- 0) 00 CO "-237 tern'— 867 pQ- w 11038 L 1514 1A,78 109 ,1 l r A) 1 ,r Site yer 315�r�ti' 318 319 CONin 64- Neu!' I 292 42� &/SO \N AVE MacArthur Blvd (NS)/ MacArthur Blvd (NSu Von Karmen Ave (EW) Jamboree Rd (EW) 0 `-89 0co `-225 0 0 —89 o!�Or° —1135 ,x622 .' 1 �k ,--507 98-4 T ' 279 �r T 141— cDr-0 1169 194, 00M I 54�, NSM UNIVERSITY DR Jamboree Rd (NS)/ Campus Dr (EW) 0U')(.0 '152 x--334 A) l L ,x212 176" r -, 1 - 586 0 � N 0-, �LO MacArthur Blvd (NS)/ Bison Ave (EW) LO 0E-0 `109 NN— —219 A) 1 L ,x263 193 -" • -� t,- 213 1'213 1 -'to 0 �, LO N Jamboree Rd (NS)/ Bristol St N (EW) N M 00rn 00 LO P- �: Jamboree Rd (NS)/ \ Jamboree Rd (NS)/ Bristol St S (EW) University Dr (EWLO) MInN O � 0 LO`rLO X111 1 1 �r-245 1070 T ' 215--4 867 90— °' �O 00 1065 N� 21-4��N Figure 17 TPO Year 2026 Without Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 27 19410 15-92 IRVINE AVE M�R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) ON X238 LO Nco N —1190 vrn l pr -228 j `, T 985--'T l' 00 1821—► "t 1.0 464 c , �°' Birch St (NS)/ Bristol St N (EW) Nrn `216 t 1415 � 1 ,x424 4 J� Birch St (NS)/ Bristol St S (EW) Ln Cr) M - 1 � 755 T l' 1206 © 215, M� Legend QStudy Intersection Q; CA G� a c W L ( MacArthur Blvd (NSu MacArthur Blvd (NS)/ v UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) r�o X80 CO LO NN7 —238 A� 1 1 ,r 513 216,r 227 200 ( Jamboree Rd (NS)/ 1 ( MacArthur Blvd (NSu MacArthur Blvd (NS)/ Q.� Campus Dr (EW) Birch St (EW) C � NN `�7$ LO "-78 0000 ' 105 JG�' pQ- -164 L ��C —133 L . 1 ,r39 . 1 ,r27 yQ� ,P�� 197— mNC) rSite 460r -, 1 r' 119'r � 1r' Jamboree Rd (NS)/ 759 - � - 332 m a`�o Bristol St S (EW) University or (EW) 71--464--4o TS ejSGA(AVE \ MacArthur Blvd (NS)/ Von Karman Ave (EW) MacArthur Blvd (NS)/ Jamboree Rd (EW) MNo� `�20 � v rn —96 180 w�� `236 N V r- —929 1 L v-- 17 A) 1 ,r-399 4691 '' 1 430,' -, T t- 72� vrnM 112co(Mco 1431-, NN 32� �� 196, a) LO UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) r�o X80 CO LO NN7 —238 A� 1 1 ,r 513 216,r 227 200 ( Jamboree Rd (NS)/ 1 Jamboree Rd (NS)/ Campus Dr (EW) Bristol Sl N (EW) vrnm *-100 X283 NN uOo 1 L ,x329 A 1 75--4 -, 1 - 1 197— mNC) mrnN 54� ��2N r�:o Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) mrl- ao � N 170 ejSGA(AVE \ � 1 v�� —147 1 ,x223 1257�r T l' 430,' -, T t- 541— C) 04 103— cococo °'�NNX 1431-, NN 44- Figure 18 TPO Year 2026 With Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 28 19410 15-93 IRVINE AVE M�R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) 0� X111 eco �o —1858 oN A� l r-271 M � 1014 r.- 1 470: T l' �2 556 --4 r` N pQ- Birch St (NS)/ Bristol St N (EW) 125 CD zT , 1523 1 X466 M Birch St (NS)/ Bristol St S (EW) � C4 1 � 161258 1258 258 �' T l' 116-, Legend QStudy Intersection Q; < C- G� a c W L MacArthur Blvd (NS)/ v MacArthur Blvd (NS)/ MacArthur Blvd (NSu MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Jamboree Rd (EW) Q.O Dr (EW) I Birch St (EW) 5 �� Campus r- 00 10--0rn�M '-237 1147 pQ- 1038 -78 �ooi� —514 L -109 ,x507 98--4 ` 1 ' . 1 , ` 1 l' 141 v000 1172 Site 194 315'4 1 ' 320'r 1 Nr—M 319 Mvn 64�, c�� 292 ��M 424 rn MacArthur Blvd (NS)/ MacArthur Blvd (NSu Von Karmen Ave (EW) Jamboree Rd (EW) `-89 eco 225 ron�� —89 or°r° 1147 1 ,x624 1 ,x507 98--4 ` 1 ' 279--4 ` 1 l' 141 v000 1172 00M00 194 NM 51-4 Nr—M UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) UOI-o X109 LO NNS —219 A 1 1* X263 193�r 213 0�, N ( Jamboree Rd (NS)/r Jamboree Rd (NS)/ Campus Dr (EW) I Bristol Sl N (EW) LO(Drn X152 COrn O� X334 o A I L r-212 A l J r �mv 176--4 586 0000 CD �roo 0-4 Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) m -0 o vC°� X111 ejS0 AVE \ -245 1081--4 T l' 215,' T l' 1, N 064 o 2�� ��NNX Figure 19 TPO Year 2026 With Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 29 19410 15-94 6. TPO ANALYSIS Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C. TPO YEAR 2026 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 four study 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) 11. Jamboree Road (NS) at Bristol Street North (EW) TPO IMPACT ASSESSM ENT ICU and Levels of Service at the applicable study intersections for TPO Year 2026 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 2026 Without and With Project conditions. Table 4 also calculates the net change in ICU at the applicable study intersections for TPO Year 2026 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 2026 With Project conditions and no improvements are required. gnJil Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 30 19410 15-95 Table 3 TPO One -Percent Threshold Analysis Summary Notes. (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. Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 31 19410 15-96 Project Trips Exceed One Percent?' Peak Northbound Southbound Eastbound Westbound ID Study Intersection Hour 1. Campus Dr (NS) at Bristol St North (EW) AM No No No No PM No No No No 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) AM No No No No PM No No No No 3. Birch St (NS) at Bristol St North (EW) AM No No No Yes PM No No No No 4. Birch St (NS) at Bristol St South (EW) AM No Yes No No PM No No No No 5. MacArthur Blvd (NS) at Campus Dr (EW) AM No No No No PM No No No No 6. MacArthur Blvd (NS) at Birch St (EW) AM No No Yes No PM No No No No 7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) AM No No No No PM No No No No 8. MacArthur Blvd (NS) at Jamboree Rd (EW) AM No No No No PM No No No No 9. MacArthur Blvd (NS) at Bison Ave (EW) AM No No No No PM No No No No 10. Jamboree Rd (NS) at Campus Dr (EW) AM No No No No PM No No No No 11. Jamboree Rd (NS) at Bristol St North (EW) AM No No No No PM No Yes No No 12. Jamboree Rd (NS) at Bristol St South (EW) AM No No No No PM No No No No 13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) AM No No No No PM No No No No Notes. (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. Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 31 19410 15-96 Table 4 TPO Year 2026 Intersection Levels of Service and Impact Assessment ID Study Intersection Traffic Control' TPO Without Project TPO With Project V/C Increase Significant Impact AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/CZ LOSS V/CZ LOSS V/CZ LOSS V/CZ LOSS AM PM 3. Birch St (NS) at Bristol St North (EW) TS 0.67 B 0.57 A 0.67 B 0.57 A 0.00 0.00 No 4. Birch St (NS) at Bristol St South (EW) TS 0.48 A 0.49 A 0.49 A 0.49 A +0.01 0.00 No 6. MacArthur Blvd (NS) at Birch St (EW) TS 0.41 A 0.63 B 0.41 A 0.63 B 0.00 0.00 No 11. Jamboree Rd (NS) at Bristol St North (EW) TS 0.41 A 1 0.51 A 0.41 A 0.52 A 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. 32 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-97 7. CEQA ANALYSIS This section presents analysis of Year 2026 cumulative conditions. Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C. CUMULATIVE PROJECTS In addition to the approved projects in the City of Newport Beach (addressed in the TPO analysis), CEQA requires analysis of cumulative conditions. This CEQA analysis also includes traffic from pending projects in the Cities of Newport Beach and Irvine, in addition to the approved projects. Pending projects consist of projects that are in various stages of the application and approval process but are not yet approved. These projects are considered to be reasonably foreseeable projects in the vicinity of the project and must be included in the Cumulative conditions analysis for CEQA purposes. The Cities of Newport Beach and Irvine were consulted and provided the list of cumulative projects to be included in this analysis. Table 5 includes the trip generation for cumulative projects as provided by the City of Newport Beach, University of California, Irvine, and City of Irvine. Figure 20 shows the cumulative projects location map. Cumulative Projects AM and PM peak hour intersection turning movement volumes are shown on Figure 21 and Figure 22. CEQA YEAR 2026 WITHOUT PROJECT VOLUME FORECASTS CEQA Year 2026 Without Project volume forecasts were developed by adding cumulative projects trips to TPO Year 2026 Without Project volumes. CEQA Year 2026 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 23 and Figure 24. CEQA YEAR 2026 WITH PROJECT VOLUME FORECASTS CEQA Year 2026 With Project volume forecasts were developed by adding project trips to CEQA Year 2026 Without Project volumes. CEQA Year 2026 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 25 and Figure 26. CEQA YEAR 2026 IMPACT ASSESSM ENT ICU and Levels of Service at the applicable study intersections for CEQA Year 2026 Without and With Project conditions are shown in Table 6. As shown in Table 6, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for CEQA Year 2026 Without and With Project conditions. Table 6 also calculates the net change in ICU at the applicable study intersections for CEQA Year 2026 With Project conditions. As shown in Table 6, 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 significant Level of Service impacts at the study intersections for CEQA Year 2026 With Project conditions and no new mitigation measures are required. grdili Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 33 19410 15-98 Table 5 Cumulative Projects Trip Generation Source: Data provided by City of Newport Beach, City of Irvine, and UCI traffic studies. g3pddii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 34 19410 15-99 Net Trips Generated' AM Peak Hour PM Peak Hour Projcd In Out Total In I Out Total ID Project Name Land Use Quantity Units Daily City of Newport Beach 1400 Bristol St. General Office Building (Existing) 37.515 TSF Medical -Dental Office N131 Medical Offices 43 17 60 29 57 86 941 Building (Proposed) 37.515 TSF NB2 Newport Beach Porsche Auto Dealership 143.494 TSF 195 72 267 139 208 347 3,995 Quality Restaurant 10.240 TSF NB3 The Garden Restaurant 6 2 8 55 29 84 971 Commercial Retail 0.747 TSF Existing Uses John Siple/Johnson Yacht Sales 0.500 TSF Sun Country Marine 1.000 TSF Powerhouse Vehicle Sales 17.000 TSF WCH-Duffield Marine 2.000 TSF General Office Building 7.185 TSF WCH-A'Maree's 8.100 TSF Marina 68 Berths Proposed Use N134 Newport Village Multifamily Housing (Mid -Rise) 108 DU 108 55 163 77 105 182 2,238 General Office 55.280 TSF Car Show Room 7.900 TSF Single -Family Detached Residential 14 DU General Office 36.620 TSF Duffield Marine Sales/Office 2.000 TSF Boat Show Room 10 EMP High -Turnover Sit -Down Restaurant 3.815 TSF Quality Restaurant 9.100 TSF Marina 63 Berths N135 Residences at Condominiums 28 DU Nominal Newport Center Fast -Food Restaurant 2.565 TSF w/ Drive-Thru (Existing) N136 Starbucks -Birch 63 62 125 12 16 28 896 Coffee Shop 2.565 TSF w/ Drive Thru (Proposed) Multifamily Housing 564 DU N137 Newport Coast 413 932 1,345 926 557 1,483 14,778 Single -Family Detached Residential 954 DU University of California, Irvine UCI North Campus Hospital 144 BEDS 526 163 689 202 520 722 8,550 Ambulatory Care 225.000 TSF UCI Hospital Project UCI North Campus Child Medical Office Building 168.000 TSF 331 79 410 162 414 576 5,531 Health/Medical Office City of Irvine IPA36-2 00850007 -PPA Warehouse Facility 138.230 TSF 66 13 79 14 51 65 573 00821827-PCPM Automotive Repair 10.309 TSF 15 8 23 15 17 32 245 IPA36-13 00832529-PMPC Quality Restaurant 2.500 TSF 1 1 2 13 7 20 210 Private School IPA36 15 00830587-PCPM 5.621 TSF 6 1 7 1 6 7 55 (Office for Trip Gen Purposes) Total 1,773 1,405 3,178 1,645 1,987 3,632 38,983 Source: Data provided by City of Newport Beach, City of Irvine, and UCI traffic studies. g3pddii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 34 19410 15-99 Table 6 CEQA Year 2026 Intersection Levels of Service and Impact Assessment ID Study Intersection Traffic Control' CEQA Without Project AM Peak Hour PM Peak Hour CEQA With Project AM Peak Hour PM Peak Hour V/C Increase Significant Impact V/CZ LOSS V/CZ LOSS V/CZ LOSS V/CZ LOSS AM PM 1. Campus Dr (NS) at Bristol St North (EW) TS 0.562 A 0.700 B 0.564 A 0.700 B +0.002 0.000 No 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) TS 0.710 C 0.551 A 0.707 C 0.554 A -0.003 +0.003 No 3. Birch St (NS) at Bristol St North (EW) TS 0.688 B 0.590 A 0.692 B 0.589 A +0.004 -0.001 No 4. Birch St (NS) at Bristol St South (EW) TS 0.515 A 0.502 A 0.522 A 0.504 A +0.007 +0.002 No 5. MacArthur Blvd (NS) at Campus Dr (EW)4 TS 0.524 A 0.836 D 0.525 A 0.836 D +0.001 0.000 No 6. MacArthur Blvd (NS) at Birch St (EW) TS 0.460 A 0.680 B 0.461 A 0.680 B +0.001 0.000 No 7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS 0.587 A 0.569 A 0.587 A 0.571 A 0.000 +0.002 No 8. MacArthur Blvd (NS) at Jamboree Rd (EW)4 TS 0.742 C 0.806 D 0.741 C 0.811 D -0.001 +0.005 No 9. MacArthur Blvd (NS) at Bison Ave (EW) TS 0.727 C 0.660 B 0.728 C 0.659 B +0.001 -0.001 No 10. Jamboree Rd (NS) at Campus Dr (EW)4 TS 0.677 B 0.670 B 0.677 B 0.673 B 0.000 +0.003 No 11. Jamboree Rd (NS) at Bristol St North (EW) TS 0.437 A 0.531 A 0.433 A 0.545 A -0.004 +0.014 No 12. Jamboree Rd (NS) at Bristol St South (EW) TS 0.732 C 0.695 B 0.733 C 0.698 B +0.001 +0.003 No 13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS 0.690 B 0.625 B 0.691 B 0.626 B +0.001 +0.001 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. 35 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-100 1 rrrrrI 11 �L\\�-7" T)`k'tl-wF1rlF�/_. PaularinoAve m p�A �t v W '\iIPA36-13 1411. D h �anq`° ,Q°m�y0 ° U az aSt ° oMr ve-nIA-15 36 OPA36-2S ° Q S.� 1. am m f Fair Dr O\,a esa�r •UCI n UTM IN • ...: B1 G o Pve NB6 sit!? N 1° �fe ✓ 4 � O University Dr— W Wilson St W Wilson St ° L' co Victoria St ora° �. Harvard Ave v 2 JZ Q m & VV 0J, 2aaSf PcaP ,0 0Campus Dr; ° 19th St W 19th St �Q W \ � Vm E Peltason Dr~ 0 U L O W 18th St 6,oa F79, e P�m 6 P eater ��� L — W 17th St a�aysf \�S° GaPv O-P ,. `Marine`s Dr ®y�pr \ _ Shady Cyn Ford Rolf 2 ChSf �f ` � � �� ; � Cyd Di• a ark pr NB p° 9G.;� Q -0 1 z z NB Cliff Dr ) o iis \ e\0� o S V `1. �S i m lra dao , ° w 1 OS'.. c Aa • _ N N135 n ` o �Wea/boa Blvd Park4Ve s'oO ' asf ycry ,e San Joaquin Hills Rd ` Ridge Park Rd P 0. . , e �S a E d'n Balboa � e a Blvd 0'2 14 N13710 Ra Nfy 'yiiiRa C • N 0 7t v N137 3 Z, z 4 N137 0 NB7 Leaend • Other Development Figure 20 Cumulative Projects Location Map g3plddii Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 36 19410 15-101 IRVINE AVE M�R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) 11-0 Campus Dr (EW) 00 —31 Mo A l r-3 1 � p `i 1 0 �' T l' Q- 00 87�0C� ,� 1 ,moo 0 _, Birch St (NS)/ Bristol St N (EW) V1-3 o_v —16 1 �r-29 w� m Birch St (NS)/ Bristol St S (EW) w LOM t 35 t l' 65� Mo 0� Legend QStudy Intersection Q; CA G� a c W L ( MacArthur Blvd (NS)/ v 8/SO \N AVE UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) 'k- 0 CD LOo —53 Al 1 1* 6 0-4 16— oOv 0-4 Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) 6 CD oo co 1 L 0 l 0-4 0— 0�0 000 0 0 0- N Jamboree Rd (NS)/ Jamboree Rd(NS)/ Bristol St S (EW) University or (EW) 3 rn aornch 0 30 58,' T l' 20 --4 T l' 9— M o 0 o N 12- N L 0- N Figure 21 Cumulative Projects AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 37 19410 15-102 ( MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Q.� Campus Dr (EW) Birch St (EW) �0 W-5 4 JG p oc(Doo —0 M4� —18 Q- ,) 1 ,moo ,� 1 ,moo Site0' Yzer 5'rJ 0� 000 56—► o0o 0-4 0-4 T S MacArthur Blvd (NS)/ Von Karmen Ave (EW) MacArthur Blvd (NS)/ Jamboree Rd (EW) 0 0C.0 C) �0 L V-0 00 —Oo —101 � L 1 ,r2 0 ,--33 1 24-4 4 -, 1 ' 0 237— °2-- 0� 2� 8/SO \N AVE UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) 'k- 0 CD LOo —53 Al 1 1* 6 0-4 16— oOv 0-4 Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) 6 CD oo co 1 L 0 l 0-4 0— 0�0 000 0 0 0- N Jamboree Rd (NS)/ Jamboree Rd(NS)/ Bristol St S (EW) University or (EW) 3 rn aornch 0 30 58,' T l' 20 --4 T l' 9— M o 0 o N 12- N L 0- N Figure 21 Cumulative Projects AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 37 19410 15-102 QJ�QQ- v G`r C G v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ 4P Campus Dr (EW) Birch St (EW) CO 5� rn 0 —'000,,- - —58 �S IRVINE AVE �QQ- P� i L - 1 r�Site 0'r ` T ' 7'' fJ �' 0—► 0000 26— o�o 0� SI' sTO` MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ R srs Von Karmen Ave (EW) Jamboree Rd (EW) V -0 V-0 0`00 �0 Z,4 c) —248 1 ,r 5 1 ,r 129 0-4 1 l' 18--4 1 l' 0� 0�N 134— 00ODDCD M LO 10 Campus Dr (NS)/ Campus Dr (NS)/ MacArthur Blvd (NS)/ Bristol St N (EW) Bristol St S (EW) Bison Ave (EW) 11-0 UNIVERSITY DR r` *-0 00 —88 M0 c:) c> —32 1 ,r 9 l d 1 ' ,r 5 T0_-4 T l' 0'r 1) T- 00 37 C:) LO 52— C) 't 0�, 0-4 Birch St (NS)/ Bristol St N (EW) �9 MN —58 A) l X34 � 1 N � N Birch St (NS)/ Bristol St S (EW) CO t 15 t l' 28� �0 0� Legend 0 Study Intersection r Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) 1 O� 000v X98 LOCO CO cli J r �mv 0'' oo o0 -4N 0 Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University Dr (EW) N NNS ~0 ejS�NAVE \\ 1 d 1 S. ,r63 45J4 T * 8-4 2— �00— 0�M 12-4 0-1, Figure 22 Cumulative Projects PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 38 19410 15-103 IRVINE AVE M\ R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) oN X238 0 C9 N°N° —1212 0(0 chvr 1 0r229 1 985- 464 � t No r ,x432 t NN 1911 r Birch St (NS)/ Bristol St N (EW) �`CO `-209 1420 A) 1 ,x427 o� Birch St (NS)/ Bristol St S (EW) L� CO N t 790 t l' 1278 N 215 vM Legend 0 Study Intersection QJ�OQ- v G`r C G v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NSu MacArthur Blvd (NS)/ Ave (EW) �.Q Campus Dr (EW) Birch St (EW) C9 <' N *,-78 r` t- "-110 °r° °rte- chvr 1031 N - M —164 L —151 L 27 1 ,x432 ,r39 1 ,r Q ` t 72 Site oc0)-�o 460: t ?v 117 ` T P \p Nor - 759 Comm M 364 M � 00 MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) N0) `-20�� `-236 �LOLO —96 chvr 1031 ,1 1 ,x183 1 ,x432 17 493 ` t 72 1346 oc0)-�o 32 194 Nor - MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR N I- `-80 m NNv —291 A) 1 �* ,r 519 216-r-) t P 243 00vLO 200 7 NNS Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) 00 � '136 LO P.- N N 1--284 U 0) 1 L x329 , 1 r 75-r ` t t- -, t t' 197 �2r-N a000Nao 54 N Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University Dr (EW) m(D o u) 173 CO°r°O X147 ejS0N AVE \\ 1 1 Or -253 1306-' T ' 450-' 'i t 545— wN 103 rn-rn 1439-y N 44� �N Figure 23 CEQA Year 2026 Without Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 39 19410 15-104 IRVINE AVE M�R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) �� X111 00co �o X1946 oN l r-283 M� 1042 1 470,' T l' 556 r` N /4"�� Birch St (NS)/ Bristol St N (EW) 0)M "-132 t--1584 1 X498 �rn M Birch St (NS)/ Bristol St S (EW) LO 00 I'— N 1 � 273--4 T l' ©1163 116,-n Legend QStudy Intersection Q; < C- v�` a c W L MacArthur Blvd (NS)/ v MacArthur Blvd (NS)/ MacArthur Blvd (NSu MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Jamboree Rd (EW) Campus Dr (EW) Bristol St N (EW) Campus Dr (EW) Birch St (EW) C ron�� r`{� �0 0,t0 '-256 —1383 /4"�� —1038 —572 Jo 98--4 1 L X78 . 1 L X109 5�. Q 141— vv!,? 1303—ALM Site 194 315 �' 1' 325-' 1 �Vp Bristol St S (EW) University or (EW) 319 co 64 _, c) N r! I 318'���' 42--4T I o co MacArthur Blvd (NS)/ MacArthur Blvd (NSu Von Karmen Ave (EW) Jamboree Rd (EW) Campus Dr (EW) Bristol St N (EW) `-89 0'�0 `-225 ron�� —89 oC°0r —1383 1 ,x627 1 ,x636 98--4 ` 1 l' 297--4 ` 1 l' 141— vv!,? 1303—ALM 194 rnM 64-,, Nr -v UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) �� o X109 NNS —251 A� 1 1* X268 193' 265 0�, �o N Figure 24 CEQA Year 2026 Without Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 40 19410 15-105 Jamboree Rd (NS)/ 7 Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) CI) v `-250 rrLOi rnN N —335 cow J X212 d l r �mv 176--4 587 0000 0 U-) 000-4 Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) m M�M -0 ejS0Al \ v�"r X111 1 1 ,x308 AVE 1115-4 T l' 223,' T l' � 1069 , Neo 20 � �t NX Figure 24 CEQA Year 2026 Without Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 40 19410 15-105 IRVINE AVE M\ R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) C) N 238 eo N°N° —1221 zT0C)) T 985--4 T 1908 N 464 �; Birch St (NS)/ Bristol St N (EW) �CO M "-219 1431 A) 1 ,x453 o� Birch St (NS)/ Bristol St S (EW) COoil- N 790 T l' 1271 N� 215 vM Legend 0 Study Intersection QJ�OQ- v G`r C G v &/SO \N AVE MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NSu MacArthur Blvd (NS)/ Ave (EW) �.Q Campus Dr (EW) Birch St (EW) C9 ` "2 C, ',-78 cm t- "-110 chvr 1030 N -M —164er1"- L —151 27 1 L ,x432 ,r39 A) ,r 493" `i 1 l' 72� v�v t Site f� oMC) 460 �' 1 l' 124-' ` Ttw 198, Nol'- 771 °�° co or) � 364 M � � r` &/SO \N AVE MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) Neo *-20C'4 0 � "-236 `-236 �LOLO —96 chvr 1030 ,1 1 ,x182 1 L ,x432 17�' -) 1 - 493" `i 1 l' 72� v�v 1358 oMC) 32--4rn� 198, Nol'- MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR m I- `-80 m NNv —291 A) 1 �* ,r 519 216 ` P 243 200 NNS Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) v� ' 136 0 � N 1--284 N Lo rn 1 L r 329 l r 75- t 197—MOOON CD CD LON 54-4��N O r`N� Jamboree Rd (NS)/ Bristol St S (EW) O rn 1 1315--r l' 550-► MN 1443 N Jamboree Rd (NS)/ University Dr (EW) cD o u7 173 CO°r°O —147 1 S. ,r 253 450--4 'i t 103 rnODrn 44� �N Figure 25 CEQA Year 2026 With Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 41 19410 15-106 IRVINE AVe M\ R Campus Dr (NS)/ Bristol St N (EW) to X111 —1946 AJ 1 ,x280 � T r` o M � v r` Birch St (NS)/ Bristol St N (EW) 0) CO 134 C) v 1581 A) 1 ,r 500 u7 W M Birch St (NS)/ Bristol St S (EW) LO 00 n N 273--4T l' 1174- 116--4 174116--4 M Legend 0 Study Intersection Campus Dr (NS)/ Bristol St S (EW) 00 � N 470,r T 1051 o 556 M QJ�OQ- v G`r C G v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) rn `-89 co `-225 LO, co0 —89 c, —1395 d 1 L ,x629 1 ,x636 98-' ` T' 297 141 'T 1306 rn n r00i 1944 rnM I 61�, Nov UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) LO�o X109 LO NN— —251 A) 1 L ,x268 193 -) 1 P 265, �No 0-4 �(D N Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) LO04X250 00 N04N N t--335 0)- 2112 — 212 l r 176" -) t l' 1 587— MON r�NO 0-4 Gln MOS Jamboree Rd (NS)/ T Jamboree Rd (NS)/ Bristol St S (EW) University Dr (EW) LO M MhM w-0 N 4°R X111 &/SO AVE \ -308 L 6' T P 223�r2 — `° � 90 � 0)LO 6- NM 21--4 �o`hoc, NIX Figure 26 CEQA Year 2026 With Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 42 19410 15-107 MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ �.Q Campus Dr (EW) Birch St (EW) 5� �' r��v '�0 Orono X256 M o pQ� co 11038 1 572 ,r78 1 "x109 Site y 315�r ` T ' 327 ` 1 P t 319—► �M� 64� N� 318 � 42� o MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karmen Ave (EW) Jamboree Rd (EW) rn `-89 co `-225 LO, co0 —89 c, —1395 d 1 L ,x629 1 ,x636 98-' ` T' 297 141 'T 1306 rn n r00i 1944 rnM I 61�, Nov UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) LO�o X109 LO NN— —251 A) 1 L ,x268 193 -) 1 P 265, �No 0-4 �(D N Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) LO04X250 00 N04N N t--335 0)- 2112 — 212 l r 176" -) t l' 1 587— MON r�NO 0-4 Gln MOS Jamboree Rd (NS)/ T Jamboree Rd (NS)/ Bristol St S (EW) University Dr (EW) LO M MhM w-0 N 4°R X111 &/SO AVE \ -308 L 6' T P 223�r2 — `° � 90 � 0)LO 6- NM 21--4 �o`hoc, NIX Figure 26 CEQA Year 2026 With Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 42 19410 15-107 8. GENERAL PLAN COMPARISON ANALYSIS This section presents analysis of Post 2030 General Plan Buildout conditions in support of the project's proposed addendum to the 2006 General Plan EIR. Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C. GENERAL PLAN COMPARISON METHODOLOGY This analysis compares the traffic analysis zone (TAZ) as analyzed in the Post 2030 General Plan Buildout traffic analysis with the proposed project. The Newport Beach Traffic Model (NBTM) TAZ 1389 was analyzed with 132 dwelling units of multifamily housing, 16,191 square feet of general commercial, and 105,807 square feet of general office in the 2006 General Plan EIR. Since the project is constructing 193 multifamily housing dwelling units, the project is proposing 61 additional dwelling units compared to the 2006 General Plan EIR analysis. Therefore, Post 2030 General Plan Buildout With Project conditions were determined by adding the net increase in dwelling units proposed within TAZ 1389 to the Post 2030 General Plan Buildout forecasts originally evaluated in the 2006 General Plan EIR. The general office and general commercial square footages stayed unchanged in this analysis. GENERAL PLAN COMPARISON TRIP GENERATION AND TRIP DISTRIBUTION Table 7 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 multifamily housing (mid -rise) (Land Use Code 221) were determined to adequately represent the proposed land use and was selected for use in this analysis. The project trip generation forecast is determined by multiplying the trip generation rates by the land use quantity. As shown in Table 7, the proposed increase in General Plan buildout units is estimated to generate approximately 332 additional daily trips, including 21 additional trips during the AM peak hour and 26 additional trips during the PM peak hour. Project residential trip distribution patterns (see Figure 12 and Figure 13) were used for this analysis POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT VOLUME FORECASTS Post 2030 General Plan Buildout Without Project volume forecasts were provided by the City of Newport Beach. Post 2030 General Plan Buildout Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 27 and Figure 28. POST 2030 GENERAL PLAN BUILDOUT WITH PROJECT VOLUME FORECASTS Post 2030 General Plan Buildout With Project volume forecasts were developed by adding the General Plan Comparison project trips to Post 2030 General Plan Buildout Without Project traffic volumes. Post 2030 General Plan Buildout With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 29 and Figure 30. GENERAL PLAN COMPARISON IMPACT ASSESSMENT ICU and Levels of Service at the applicable study intersections for General Plan Comparison: Post 2030 General Plan Buildout Without and With Project conditions are shown in Table 8. As shown in Table 8, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for Post 2030 General Plan Buildout Without and With Project conditions, except for the following intersections: 1. Campus Drive (NS) at Bristol Street North (EW) (Both AM/PM Peak Hours) qxdin" Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 43 19410 15-108 3. Birch Street (NS) at Bristol Street North (EW) (AM Peak Hour) 5. MacArthur Boulevard (NS) at Campus Drive (EW) (PM Peak Hour) 6. MacArthur Boulevard (NS) at Birch Street (EW) (PM Peak Hour) 10. Jamboree Road (NS) at Campus Drive (EW) (Both AM/PM Peak Hours) 12. Jamboree Road (NS) at Bristol Street South (EW) (AM Peak Hour) Table 8 also calculates the net change in ICU at the study intersections for Post 2030 General Plan Buildout With Project conditions. As shown in Table 8, 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 significant Level of Service impacts at the study intersections for Post General Plan Buildout With Project conditions and no new mitigation measures are required. g3ldipi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 44 19410 15-109 Table 7 General Plan Comparison Trip Generation Trip Generation Rates Land Use Source' Unite AM Peak Hour PM Peak Hour Daily % In I % Out Rate % In % Out Rate Multifamily Housing (Mid -Rise) ITE 221 DU 26% 74% 0.36 61% 1 39% 1 0.44 5.44 Trips Generated Land Use Quantity Unite AM Peak Hour PM Peak Hour In Out Total In Out Total Daily Multifamily Housing (Mid-Rise)3 61 DU 5 16 21 16 10 26 332 Notes: (1) ITE = Institute of Transportation Engineers Trip Generation Manual (10th Edition, 2017); ### = Land Use Code (2) DU = Dwelling Units (3) The General Plan comparison analysis evaluates an additional 61 DU to NBTM TAZ 1389. Project (193 DU) - TAZ 1389 (132 DU) = 61 DU. Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 45 19410 15-110 Table 8 General Plan Comparison: Post 2030 General Plan Buildout Intersection Levels of Service and Impact Assessment ID Study Intersection Traffic Control' General Plan Buildout Without Project AM Peak Hour PM Peak Hour General Plan Buildout With Project AM Peak Hour PM Peak Hour V/C Increase Significant Impact V/CZ LOSS V/CZ LOSS V/CZ LOSS V/CZ LOSS AM PM 1. Campus Dr (NS) at Bristol St North (EW) TS 1.024 F 0.948 E 1.024 F 0.949 E 0.000 +0.001 No 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) TS 0.893 D 0.774 C 0.893 D 0.775 C 0.000 +0.001 No 3. Birch St (NS) at Bristol St North (EW) TS 0.916 E 0.811 D 0.917 E 0.812 D +0.001 +0.001 No 4. Birch St (NS) at Bristol St South (EW) TS 0.547 A 0.625 B 0.550 A 0.626 B +0.003 +0.001 No 5. MacArthur Blvd (NS) at Campus Dr (EW)4 TS 0.809 D 1.241 F 0.809 D 1.241 F 0.000 0.000 No 6. MacArthur Blvd (NS) at Birch St (EW) TS 0.796 C 1.016 F 0.796 C 1.017 F 0.000 +0.001 No 7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) TS 0.562 A 0.682 B 0.562 A 0.683 B 0.000 +0.001 No 8. MacArthur Blvd (NS) at Jamboree Rd (EW)4 TS 0.877 D 0.858 D 0.877 D 0.859 D 0.000 +0.001 No 9. MacArthur Blvd (NS) at Bison Ave (EW) TS 0.775 C 0.792 C 0.775 C 0.792 C 0.000 0.000 No 10. Jamboree Rd (NS) at Campus Dr (EW)4 TS 0.930 E 1.180 F 0.930 E 1.181 F 0.000 +0.001 No 11. Jamboree Rd (NS) at Bristol St North (EW) TS 0.681 B 0.606 B 0.683 B 0.611 B +0.002 +0.005 No 12. Jamboree Rd (NS) at Bristol St South (EW) TS 0.942 E 0.867 D 0.944 E 0.869 D +0.002 +0.002 No 13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) TS 0.681 B 0.667 B 0.681 B 0.667 B 0.000 0.000 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. 46 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 19410 15-111 IRVINE AVE M�R Campus Dr (NS)/ Bristol St N (EW) 00 "250 vu7 —2010 AJ l r- 310 -, T 00 V N CO Birch St (NS)/ Bristol St N (EW) 00 `-820 � N t--1730 1 X480 O M Birch St (NS)/ Bristol St S (EW) CC IV N 850 ©1200 0 0 210 Cm Legend QStudy Intersection Campus Dr (NS)/ Bristol St S (EW) 0000 t 1370" T l' 1590 7 C 670 N n Source: 2006 General Plan EIR 93"'I"Idii Q; MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karman Ave (EW) I Jamboree Rd (EW) 00 `-40 000 `-170 °' (0 X180 ALO X1120 1 �r170 1 wr420 40�'7–�- ` ' 670 v) 1 170 MCC 1760— orno � 60 160 Nim MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR 0 �R "-10 CO N co —250 1 S. X160 330--4 270— 2 10 - -4 7 MCN Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol Sl N (EW) C F 00 `-170 OHO r� —840 r- CO ,r-800 A 1 260--4 1 ' 1 280— 0000 CY) 040000 30� FCD NM �M Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) m o0 000 X170 110 ejSGAIAVE \ 1 1 �. 340 2150--4 T l' 510,' T l' 570— o0 120— o00 1020, No 10-4 o�N NIN Figure 27 Post 2030 General Plan Buildout Without Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 47 19410 15-112 ( MacArthur Blvd (NSu MacArthur Blvd (NS)/ Q.� a CA C G� c Ooo '-20 W pQ- L N�°r —310 L v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karman Ave (EW) I Jamboree Rd (EW) 00 `-40 000 `-170 °' (0 X180 ALO X1120 1 �r170 1 wr420 40�'7–�- ` ' 670 v) 1 170 MCC 1760— orno � 60 160 Nim MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR 0 �R "-10 CO N co —250 1 S. X160 330--4 270— 2 10 - -4 7 MCN Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol Sl N (EW) C F 00 `-170 OHO r� —840 r- CO ,r-800 A 1 260--4 1 ' 1 280— 0000 CY) 040000 30� FCD NM �M Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) m o0 000 X170 110 ejSGAIAVE \ 1 1 �. 340 2150--4 T l' 510,' T l' 570— o0 120— o00 1020, No 10-4 o�N NIN Figure 27 Post 2030 General Plan Buildout Without Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 47 19410 15-112 ( MacArthur Blvd (NSu MacArthur Blvd (NS)/ Q.� Campus Dr (EW) Birch St (EW) C �� 000 X60 Ooo '-20 pQ- CrnN —630 N�°r —310 L ,r40A) ,r50 1 yQ� ,P�� Site 770'' 1 ' 710'' 1 990 ,oncoo� 200-4 � o2 i 670—► Cvv 60 -A MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karman Ave (EW) I Jamboree Rd (EW) 00 `-40 000 `-170 °' (0 X180 ALO X1120 1 �r170 1 wr420 40�'7–�- ` ' 670 v) 1 170 MCC 1760— orno � 60 160 Nim MacArthur Blvd (NS)/ Bison Ave (EW) UNIVERSITY DR 0 �R "-10 CO N co —250 1 S. X160 330--4 270— 2 10 - -4 7 MCN Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol Sl N (EW) C F 00 `-170 OHO r� —840 r- CO ,r-800 A 1 260--4 1 ' 1 280— 0000 CY) 040000 30� FCD NM �M Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) m o0 000 X170 110 ejSGAIAVE \ 1 1 �. 340 2150--4 T l' 510,' T l' 570— o0 120— o00 1020, No 10-4 o�N NIN Figure 27 Post 2030 General Plan Buildout Without Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 47 19410 15-112 IRVINE AVE M\ R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) r;0 X140 00 5� N ao .-2880 N M ..) l L 1 ,r 540 1 550 630, T 00 T 00 1420 0o 0� Birch St (NS)/ Bristol St N (EW) 00 160 :,I W 1730 A) 1 ,r 530 coo 0 �o Birch St (NS)/ Bristol St S (EW) rnv 1 � 380 Jr T P 1490 oM 00 130 MM Legend 0 Study Intersection Source: 2006 General Plan EIR 93-ldili QJ�OQ- v G`r C G v &/SO \N AVE MacArthur Blvd (NS)/ Von Karmen Ave (EW) oNo *-110 ,210 860 140' T 270 000 100, rn� UNIVERSITY DR MacArthur Blvd (NS)/ Jamboree Rd (EW) 000 180 'L'00''Coq —1570 d 1 Air- 240 ir240 1480M I- C"! 70 N oo CD MacArthur Blvd (NS)/ Bison Ave (EW) oaoi r-50 v Cl") v 400 A) 1 �* ,r220 330 -) 1 P 210— 0�(D 100 NN– Jamboree Rd (NS)/ Jamboree Rd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Dr (EW) �.Q Campus Dr (EW) Birch St (EW) 5� �� oho '190 `r 000 "-360 ..) l L p� am 1470 � L 160 ao) r 1020 L 150 Q- 1 ,r 1 ,r -) 1 l' P�� coRU.)N C)C, Site y �rn� 530' ` 1 ' 460 ` 1 P 700 —► o 0 0 160 cy) 480 o 0 0 70 �, � � 0 &/SO \N AVE MacArthur Blvd (NS)/ Von Karmen Ave (EW) oNo *-110 ,210 860 140' T 270 000 100, rn� UNIVERSITY DR MacArthur Blvd (NS)/ Jamboree Rd (EW) 000 180 'L'00''Coq —1570 d 1 Air- 240 ir240 1480M I- C"! 70 N oo CD MacArthur Blvd (NS)/ Bison Ave (EW) oaoi r-50 v Cl") v 400 A) 1 �* ,r220 330 -) 1 P 210— 0�(D 100 NN– Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) 000 't-530 v(00 NNS —650 0� ..) l L "-360 ,1 l r 610-4 ') t - -) 1 l' 850 coRU.)N C)C, 30-4 �rn� rnN Jamboree Rd (NS)/ Bristol St S (EW) 0 rn v l L 180�'500 --► 0010-4 Cl) Jamboree Rd (NS)/ University Dr (EW) rnrnrn `210 CO- —110 A) 1 ,r 340 200--4 110 ,0�0 10WM Figure 28 Post 2030 General Plan Buildout Without Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 48 19410 15-113 IRVINE AVE M�R Campus Dr (NS)/ Bristol St N (EW) 00 "250 :T LO —2013 AJ l ,r 311 -, T 00 V N CO Birch St (NS)/ Bristol St N (EW) 00 `-823 � N t--1734 1 X489 O M Birch St (NS)/ Bristol St S (EW) LO00 IV N 850 ©1201 0 0 210 �m Legend QStudy Intersection Q; < C- v�` a c W L ( MacArthur Blvd (NSu MacArthur Blvd (NS)/ v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ I Von Karman ( MacArthur Blvd (NSu MacArthur Blvd (NS)/ Jamboree Rd (EW) Q.� Campus Dr (EW) Birch St (EW) C �� o—o X60 Opo '-20 IS pQ- LOrnN —630 L N�°r —310 � L wr420 40� A)1 or40 or50 1 yQ� ,P�� 1764— Site 60 770r 1 ' 712'r 1 No0 990 roncNo� 200 , � o2 i 671—► ronvv 60 -A MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ I Von Karman Ave (EW) Jamboree Rd (EW) CD `-40 0o `-170 °2 —180�r'n�2 —1121 1 x-170 1 wr420 40� ` l' 670--4 170 1764— rn0 0 60 162 No0 Campus Dr (NS)/ MacArthur Blvd (NS)/ Bristol St S (EW) Bison Ave (EW) _o UNIVERSITY DR o� *-10 MNr9 —250 1 . A� 1 1 X160 1370:T l' 330 `i T P 1 270 159� 0 - o 670--47N� 210 MMN Jamboree Rd (NS)/ Jamboree Rd (NS)/ Campus Dr (EW) Bristol St N (EW) � r -o XO 170 � —840 r-� ,r-800 A 1 J � �mv 260--4 280—oOooN No 30� NCO CO Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) m00 000 X170 110 ejS0A/ AVE \ —,,-340 2157--4 T l' 510" 572— 0 120— opo 1022- No 10-, 0(0NNIX Figure 29 Post 2030 General Plan Buildout With Project AM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 49 19410 15-114 IRVINE AVE M�R Campus Dr (NS)/ Campus Dr (NS)/ Bristol St N (EW) Bristol St S (EW) o�L X140 coo N o —2882 'N:'M A� l X541 00 1423 0� 1 550 T l' 630, �pQ- Birch St (NS)/ Bristol St N (EW) 0000 X162 CO —1733 A) 1 X536 Birch St (NS)/ Bristol St S (EW) N 7 rnv 1 � 380 ©1130 00 130 Mo Legend QStudy Intersection Q; < C- G� a c W L MacArthur Blvd (NS)/ v MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Jamboree Rd (EW) Q.O Campus Dr (EW) Birch St (EW) 5� �� opo `,-190 0M0 W-360 JG�' �pQ- rn�� X1470 L 160 ci�� X1020 L 150 � 140 1 ,r 1 ,r ,QCr 0 0 u7N� 1483 Site Y 100 530 1 l' 462 1 Nim 700 0No 160-A ML°° i 481 T000 70--"000 MacArthur Blvd (NS)/ MacArthur Blvd (NS)/ Von Karman Ave (EW) Jamboree Rd (EW) oMo ` 110 cnoo ` 180 � —210 `L°`°N —1574 1 ,x861 1 ,x920 140 ` l' 240 2700 0 0 u7N� 1483 M o o 100 71� Nim UNIVERSITY DR MacArthur Blvd (NS)/ Bison Ave (EW) orn *-50 v COv —400 A� 1 1* X220 330 210 100, NNS ( Jamboree Rd (NS)/ 1 Jamboree Rd (NS)/ Campus Dr (EW) Bristol Sl N (EW) CDCC0o "-530 LO(0 NNS —650 0� A I L -360 A l J � �mv 610--4 850—LO C14 rn0 � 30 N Jamboree Rd (NS)/ Jamboree Rd (NS)/ Bristol St S (EW) University or (EW) CD m v rnrnC) X210 F) —110 8/so AVE \ 1 0) X340 1188--4 T l' 200,' T l' 1501--► No 110— oNo 1011-, N� 10-, �a)m �X Figure 30 Post 2030 General Plan Buildout With Project PM Peak Hour Intersection Turning Movement Volumes Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 50 19410 15-115 9. 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. gnJil Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 51 19410 15-116 10. 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. The following section is based on the site plan used in this traffic impact analysis. SITE ACCESS Vehicular access is proposed to be maintained at both 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 forecast project trip distribution patterns, the majority the project trips, particularly resident 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. ON-SITE CIRCULATION The proposed project site plan indicates on-site subterranean drive aisles will be a typical minimum of 26 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 drive aisles circulating the site on the northern and eastern project boundaries with perpendicular parking and drive aisles within the parking garage. The final parking layout and circulation 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, any dead-end drive aisles would require turnaround areas. Picerne Residential (1300 Bristol Street North) g3lddlpi Traffic Impact Analysis 52 19410 15-117 11. VEHICLE MILES TRAVELED (VM BACKGROUND California Senate Bill 743 (SB 743) directs the State Office of Planning and Research (OPR) to amend the California Environmental Quality Act (CEQA) Guidelines for evaluating transportation impacts to provide alternatives to Level of Service that "promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks, and a diversity of land uses." In December 2018, the California Natural Resources Agency certified and adopted the updated CEQA Guidelines package. The amended CEQA Guidelines, specifically Section 15064.3, recommend the use of Vehicle Miles Travelled (VMT) as the primary metric for the evaluation of transportation impacts associated with land use and transportation projects. In general terms, VMT quantifies the amount and distance of automobile travel attributable to a project or region. All agencies and projects State-wide are required to utilize the updated CEQA guidelines recommending use of VMT for evaluating transportation impacts as of July 1, 2020. The updated CEQA Guidelines allow for lead agency discretion in establishing methodologies and thresholds provided there is substantial evidence to demonstrate that the established procedures promote the intended goals of the legislation. Where quantitative models or methods are unavailable, Section 15064.3 allows agencies to assess VMT qualitatively using factors such as availability of transit and proximity to other destinations. The Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (State of California, December 2018) ["OPR Technical Advisory"] provides technical considerations regarding methodologies and thresholds with a focus on office, residential, and retail developments as these projects tend to have the greatest influence on VMT. VMT ASSESSMENT AND SCREENING The project VMT impact has been assessed in accordance with guidance provided by the City of Newport Beach SB743 Implementation (April 6, 2020) ["the City VMT Guidelines"]. The transportation guidelines provide a framework for "screening thresholds" for certain projects that are expected to cause a less than significant impact without conducting a detailed VMT study. The proposed project is considered a residential land use. The City VMT Guidelines contain a map of VMT per capita for all existing Newport Beach residential areas. VMT per capita in each area is compared to the regional average VMT per capita for Orange County. This map shows areas where residential development have a VMT per capita lower than the Orange County regional average and may therefore be presumed to result in a less than significant VMT impact based on guidance provided in the OPR Technical Advisory. The proposed project is located at OCTAM 5 TAZ 1366 and is in an area with low residential VMT per capita. Therefore, the proposed project is presumed to have a less than significant impact on VMT since it satisfies the City -established screening criteria. No additional VMT modeling or mitigation measures are required. gnJJ11 Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 53 19410 15-118 12. 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 per Table 2 to generate approximately 324 daily trips, including 38 trips during the AM peak hour and 38 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,050 daily trips, including 69 trips during the AM peak hour and 85 trips during the PM peak hour. Therefore, the proposed project is forecast to result in net increase of approximately 726 net new daily trips, including 31 net new trips during the AM peak hour and 47 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 2026 With Project conditions and no improvements are required. CEQA YEAR 2026 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 significant Level of Service impacts at the study intersections for CEQA Year 2026 With Project conditions and no new mitigation measures are required. CEQA GENERAL PLAN COMPARISON 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 significant Level of Service impacts at the study intersections for General Plan Comparison: Post 2030 General Plan Buildout With Project conditions and no new mitigation measures are required. VMT SCREENING The proposed project is located in a City defined low-VMT area for residential use and is therefore presumed to have a less than significant impact on VMT. 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 The site plan is being revised by the project applicant and driveway access is still under review. Therefore, the following conclusions are based on the current site plan used in this traffic impact analysis. g3pdipi Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 54 19410 15-119 Vehicular access is proposed to be maintained at both 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. Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 55 19410 15-120 APPENDICES Appendix A Glossary Appendix B Volume Count Worksheets Appendix C Level of Service Worksheets Appendix D Approved Projects List and Cumulative Projects Appendix E TPO One -Percent Threshold Analysis g3lddll Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis 56 19410 15-121 APPENDIX A GLOSSARY Apx - 2 15-122 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). CORNERSIGHT 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 15-123 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 15-124 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 15-125 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 15-126 APPENDIX B VOLUME COUNT WORKSHEETS Apx - 7 15-127 City: NEWPORT BEACH N -S Direction: CAMPUS DRIVE E -W Direction: N. BRISTOL STREET gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (',mi inc Prinfarl_ Ti rninn Mnvamanfc File Name : H1901006 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 16:30 16:45 CAMPUS DRIVE 1830 181 0 N. BRISTOL STREET CAMPUS DRIVE 61 79 N. BRISTOL STREET 165 168 130 111 Southbound 0 0 0 0 Westbound Total Northbound 364 01 68 Eastbound 1401 0 Start Time Right I Thru Left Right Thru Left Ri ht Thru Left Right I 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 16:45 273 302 1830 181 0 31 37 455 449 61 79 0 0 165 168 130 111 0 0 0 0 0 0 1298 1327 Total 1 575 364 01 68 904 1401 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 Apx - 8 15-128 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: CAMPUS DRIVE E -W Direction: N. BRISTOL STREET File Name : H1901006 Site Code : 00000000 Start Date : 1/23/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 08:00 CAMPUS DRIVE Southbound N. BRISTOL STREET Westbound CAMPUS DRIVE Northbound N. BRISTOL STREET Eastbound Start Time Right I Thru Left I App. Total Right Thru I Left I App. Total Right I Thru I Left I App. Total Right I Thru ILeft A .Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 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 Out In Total 1843 515 F 2358 240 275 0 Right Thru Le, ft Peak Hour Data 7m LU o � g Z L North00 �" o o rn 0 J C = p Peak Hour Begins at 08:00 +—=N' U)~ C 4 co cn E rn o f Turning Movements A Z0 O Nw M W — T Left Thru Right 482 1605 0 483 2087 2570 Out In Total Apx - 9 15-129 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: CAMPUS DRIVE E -W Direction: N. BRISTOL STREET File Name : H1901006 Site Code : 00000000 Start Date : 1/23/2019 Page No :3 Peak Hour Analysis From 16:30 to 18:15 - Peak lot 1 Perak Hnur fnr Fntira Intarcactinn RPninc nt IR -4.1i Int. Total 16:45 CAMPUS DRIVE N. BRISTOL STREET CAMPUS DRIVE N. BRISTOL STREET 37 Southbound Westbound Northbound Eastbound 168 Rig 279 0 0 0 0 1327 17:00 290 212 0 502 33 505 67 605 Start Time t Thru 133 Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Peak Hour Analysis From 16:30 to 18:15 - Peak lot 1 Perak Hnur fnr Fntira Intarcactinn RPninc nt IR -4.1i Int. Total 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 r .966 CAMPUS DRIVE Out In Total 807 2172 F 2979 1160 1012 0 Right Thru Le, ft Peak Hour Data �o FFM o } * A �0, LU LU North �"s o 0 p c �� Peak Hour Begins at 16:45 �� w S r- cnU o o E Turnin Movements r Z0co � � ;d1 F+ Left Thru Right 437 696 0 1279 1133 2412 Out In Total Apx - 10 15-130 City: NEWPORT BEACH N -S Direction: CAMPUS DR / IRVINE AVE E -W Direction: S. BRISTOL STREET gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (',mi inc Prinfarl_ Ti rninn Mnvamanfc File Name : H1901002 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 16:30 16:45 CAMPUS DRIVE 184 214 S. BRISTOL STREET IRVINE AVENUE 0 0 S. BRISTOL STREET 175 0 143 0 156 159 Southbound 117 132 Westbound Total Northbound 398 941 Eastbound 0 01 Start Time Right I Thru Left Right Thru Left Ri ht Thru Left Right I 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 16:45 0 0 184 214 58 36 00 0 0 0 0 57 61 175 0 143 0 156 159 282 278 117 132 1029 1023 Total 1 0 398 941 0 0 01 118 318 0 315 560 2491 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 Apx - 11 15-131 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: CAMPUS DR / IRVINE AVE E -W Direction: S. BRISTOL STREET File Name : H1901002 Site Code : 00000000 Start Date : 1/23/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 08:00 CAMPUS DRIVE Southbound S. BRISTOL STREET Westbound IRVINE AVENUE Northbound S. BRISTOL STREET Eastbound Start Time Right I Thru Left I App. Total Right Thru I Left I App. Total Right I Thru I Left I App. Totai Right I Thru I Left App. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 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 Out In Total 2083 474 F 2557 0 378 96 Right Thru Le, ft Peak Hour Data 75co pN N_Q Cn Lu 00 co of °' North S °' -o C, c M �2 Peak Hour Begins at 08:00 r- H c o o Cn o Lrn� TurningMovements X Co pp� �� i ��o No m U) Z Left Thru Right 0 1103 282 842 1385 2227 OutIn TotalIF IRVINF AVFNt Apx - 12 15-132 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: CAMPUS DR / IRVINE AVE E -W Direction: S. BRISTOL STREET File Name : H1901002 Site Code : 00000000 Start Date : 1/23/2019 Page No :3 Int. Total Peak Hour Analysis CAMPUS DRIVE S. BRISTOL STREET IRVINE AVENUE S. BRISTOL STREET Southbound Westbound Northbound Eastbound Rig Peak Hour for Entire Intersection Begins at 16:45 Start Time t Thru 0 214 36 250 0 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 lot 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 PH .000 .847 .769 .833 .000 .000 .000 .000 .800 .931 .000 .891 .874 .872 .871 .886 .974 CAMPUS DRIVE Out In Total 1123 1270 2393 0 1064 206 Right Thru Le, ft Peak Hour Data o 0j Lu .�. of North o w 29 �cn 1 JO N o L� Peak Hour Begins at 16:45 �� 3 Or F C Cn o p Turnin Movements m uj p' ; � o w— F+ Left Thru Right 0 663 256 1620 919 2539 Out In Total RV,NF AVFNtlF Apx - 13 15-133 City: NEWPORT BEACH N -S Direction: BIRCH STREET E -W Direction: N. BRISTOL STREET gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (',mi inc Prinfarl_ Ti rninn Mnvamanfc File Name : H1901007 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 16:30 16:45 BIRCH STREET 31 32 N. BRISTOL STREET BIRCH STREET 82 112 N. BRISTOL STREET 0 0 0 0 0 0 Southbound Total Westbound 191 01 Northbound 809 2071 Eastbound 194 68 Start Time Right I Thru Left Right Thru Left Right Thru Left Right I 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 16:45 145 137 850 106 0 31 32 403 406 102 105 0 0 82 112 43 25 0 0 0 0 0 0 891 923 Total 1 282 191 01 63 809 2071 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 Apx - 14 15-134 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: BIRCH STREET E -W Direction: N. BRISTOL STREET File Name : H1901007 Site Code : 00000000 Start Date : 1/23/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 08:00 BIRCH STREET Southbound N. BRISTOL STREET Westbound BIRCH STREET Northbound N. BRISTOL STREET Eastbound Start Time Right I Thru Left I App. Total Right Thru I Left I App. Total Right I Thru I Left I App. Totai Right I Thru I Left App. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 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 Out In Total 1254 201 F 1455 98 103 0 Right Thru Le, ft Peak Hour Data 7o LU o � g Z L North w o rn 0 Peak Hour Begins at 08:00 +—= o g O ~ rn rn cn o o .E TurningMovements A Z0� i -4 rn– Left Thru Right 96 1051 0 490 1147 1637 Out In Total RIRr sTRFFT Apx - 15 15-135 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: BIRCH STREET E -W Direction: N. BRISTOL STREET File Name : H1901007 Site Code : 00000000 Start Date : 1/23/2019 Page No :3 Peak Hour Analysis From 113:30 to 18:15 - Peak lot 1 Perak I-Inur fnr Fntira Intarcactinn RPninc at 16-1n Int. Total 16:30 BIRCH STREET N. BRISTOL STREET BIRCH STREET N. BRISTOL STREET 31 Southbound Westbound Northbound Eastbound 82 Rig 125 0 0 0 0 891 16:45 137 106 0 243 32 406 105 543 Start Time t Thru 25 Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Peak Hour Analysis From 113:30 to 18:15 - Peak lot 1 Perak I-Inur fnr Fntira Intarcactinn RPninc at 16-1n Int. Total 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 r .962 BIRCH STREET Out In Total 477 1104 1581 661 443 0 Right Thru Le, ft Peak Hour Data FFN�0, LU LU North o U)0 p c t� Peak Hour Begins at 16:30 1--- rU) C 4 cn o o E Turnin Mo04 vements M Co � Z0N �Nw, ? — F+ Left Thru Right 142 358 0 901 500 1401 Out In Total Apx - 16 15-136 City: NEWPORT BEACH N -S Direction: BIRCH STREET E -W Direction: S. BRISTOL STREET gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (',mi inc Prinfarl_ Ti rninn Mnvamanfc File Name : H1901003 Site Code : 00000000 Start Date : 1/30/2019 Page No : 1 16:30 16:45 BIRCH STREET 64 50 S. BRISTOL STREET BIRCH STREET 72 77 S. BRISTOL STREET 29 32 282 301 Southbound 691 707 Westbound 1 0 Northbound 1141 0 Eastbound 01 149 Start Time Right I Thru Left Right Thru Left Right Thru Left Right I 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 16:45 0 0 133 142 64 50 00 0 0 0 0 72 77 22 0 37 0 29 32 282 301 89 68 691 707 Total 1 0 275 1141 0 0 01 149 59 0 61 583 1571 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 Apx - 17 15-137 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: BIRCH STREET E -W Direction: S. BRISTOL STREET File Name : H1901003 Site Code : 00000000 Start Date : 1/30/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 08:00 BIRCH STREET Southbound S. BRISTOL STREET Westbound BIRCH STREET Northbound S. BRISTOL STREET Eastbound Start Time Right I Thru Left I App. Total Right Thru I Left I App. Total Right I Thru I Left I App. Totai Right I Thru I Left App. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt nR•nn Int. Total 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 .9017r.950 BIRCH STREET Out In Total 1140 491 F 1631 0 326 165 Right Thru Le, ft Peak Hour Data W ~ N LO o 1 -Z! tVJi 0 Cn w n North [off o m 22 m J C M ` 1 0 N N t� Peak Hour Begins at 08:00 �? 3 r - H c o o Cn it o o E Turnin Movements m- N m m vj0' i � o 4a-, cn w C1 Z Left Thru Right 0 385 381 535 766 1301 Out In Total RIRr sTRFFT Apx - 18 15-138 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: BIRCH STREET E -W Direction: S. BRISTOL STREET File Name : H1901003 Site Code : 00000000 Start Date : 1/30/2019 Page No :3 Int. Total Peak Hour Analysis BIRCH STREET S. BRISTOL STREET BIRCH STREET S. BRISTOL STREET Southbound Westbound Northbound Eastbound Rig Peak Hour for Entire Intersection Begins at 16:45 Start Time t Thru 0 142 50 192 0 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 lot 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 Out In Total 426 970 1396 0 725 245 Right Thru Le, ft Peak Hour Data o� �o Cn W � � U) 00 LU N -i North 29 -o J C 7 1 0 t� Peak Hour Begins at 16:45 �2 cn3 F C Cn o N t Turnin Movements r m rn m m F+ Left Thru Right 0 168 319 837 487 1324 Out In Total Apx - 19 15-139 .Jaan6pa4atiaa Studie,5, 1c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH File Name : H1901026 N -S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E -W Direction: CAMPUS DRIVE Start Date : 2/27/2019 Page No : 1 (:rni inc Printari_ Ti irninn Mnwamantc 16:30 16:45 102 116 MACARTHUR 19 0 28 0 48 44 241 256 13 0 20 0 15 10 214 216 MACARTHUR 0 0 18 17 80 79 65 69 10 5 1085 1105 Total 218 432 47 0 92 CAMPUS DRIVE 25 430 73 0 35 CAMPUS DRIVE 15 2190 17:00 175 BOULEVARD 37 0 53 278 23 0 19 292 BOULEVARD 0 22 81 87 8 1370 17:15 147 Southbound 33 0 68 Westbound 28 0 14 Northbound 45 1 Eastbound 68 58 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 16:45 102 116 217 215 19 0 28 0 48 44 241 256 13 0 20 0 15 10 214 216 43 30 0 0 18 17 80 79 65 69 10 5 1085 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 17 199 260 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 Apx - 20 15-140 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: CAMPUS DRIVE File Name : H1901026 Site Code : 00000000 Start Date : 2/27/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 07:45 Int. Total 07:45 MACARTHUR BOULEVARD Southbound CAMPUS DRIVE Westbound MACARTHUR BOULEVARD Northbound CAMPUS DRIVE Eastbound Start Time Right I Thru I Left I Uturns I App. TWal Right I Thru I Left I Uturns I App.ToWl Right I Thru I Left I Uturns I A ..1 Right I Thru I Left Uturns a .�o�i Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 07:45 Int. Total 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 r .964 Apx - 21 15-141 MACARTHUR BOULEVARD Out In Total 1102 1378 2480 2071 8531 318 0 Right Thru , Left r 1 � turns Peak Hour Data Lo O Lu Lo North �2 n y � C a 11 D Peak Hour Begins at 07:45 5 En CL a Turnin Movements OD M V w 3 � O � N E C < m O row 3 w U Left Thru Ri ht turns 52 575 74 2 962 703 1665 Out In Total MAQARTHUR )I Apx - 21 15-141 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: CAMPUS DRIVE File Name : H1901026 Site Code : 00000000 Start Date : 2/27/2019 Page No :3 Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 Int. Total 17:00 MACARTHUR BOULEVARD CAMPUS DRIVE MACARTHUR BOULEVARD CAMPUS DRIVE 441 Southbound Westbound Northbound Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left uturns App. Taw Right Thru Left Utums App. TOWI Right Thru Left Uturns App. To al Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 Int. Total 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 Apx - 22 15-142 MACARTHUR BOULEVARD Out In Total 1579 1666 F3245 5771 9341 155 0 Right Thru Le, ft r 1 � turns Peak Hour Data � H N N �-� N J T 0 N O North ° D 0 � C Co— co cPeak Hour Begins at 17:00 " 5 1 CL a TurningMovements Ul 22- o 05 .1m O N c �y c 3 c n ow U Left Thru Ri ht turns 201 1076 511 1 1076 1329 2405 out In Total Apx - 22 15-142 gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH File Name : H1901028 N -S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E -W Direction: BIRCH STREET Start Date : 2/27/2019 Page No : 1 (',mi inc Prinfarl_Tnrninn KAnvamantc 16:30 16:45 MACARTHUR BOULEVARD BIRCH STREET MACARTHUR BOULEVARD BIRCH STREET 158 179 17 18 2 3 Southbound 67 77 Westbound 705 788 Total Northbound 395 Eastbound 01 62 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 16:45 26 33 176 219 13 21 0 0 32 30 99 99 16 19 5 7 158 179 17 18 2 3 9 9 67 77 85 74 705 788 Total 59 395 34 01 62 198 351 12 337 35 5 18 144 1591 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 18:0027 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 Apx - 23 15-143 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: BIRCH STREET File Name : H1901028 Site Code : 00000000 Start Date : 2/27/2019 Page No :2 Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08:00 MACARTHUR BOULEVARD Southbound BIRCH STREET Westbound MACARTHUR BOULEVARD Northbound BIRCH STREET Eastbound Start Time Right Thru Left u tums App. Total Right Thru Left App. Total Right Thru Left u tuma App. Total Right Thru Left App. 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 1 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 .928t.4; .738 .724 .822 r .950 MACARTHUR BOULEVARD Out In Total 758 910 1668 1641 6641 79 3 Right Thru Ler 1 turns Peak Hour Data 00 � ° w North A Ly n � rn x c CO F� Peak Hour Begins at 08:00 +—pr Zz 3 Cn of mo O Lrn� Turning Movements m 0 i - �0 v w N — TF' u Left Thru Ri ht turns 28 619 791 5 755 731 1486 Out In Total M11 Apx - 24 15-144 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: BIRCH STREET File Name : H1901028 Site Code : 00000000 Start Date : 2/27/2019 Page No :3 Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 MACARTHUR BOULEVARD Southbound BIRCH STREET Westbound MACARTHUR BOULEVARD Northbound BIRCH STREET Eastbound Start Time Right Thru Left u toms App. Total Right Thru Left App. Total Right Thru Left u tuma App. Total Right Thru Left App. 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 Out In Total 1371 10TI 2442 1651 8581 44 4 Right Thru , Left r 1 � turns Peak Hour Data �o Lu M J North Lu M (j of C (O n _ = N �_+ Peak Hour Begins at 17:00 �� o 3 Cn Ix m a, v t Turnin Movements r m moi rn— �� �o 1 �l w '-1 T F' U Left Thru Ri ht turns 114 857 311 5 1009 Ef007 2016 Out In Total Apx - 25 15-145 .Jaan6pa4atiaa Studie,5, 1c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH File Name : H1901027 N -S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E -W Direction: VON KARMAN AVENUE Start Date : 2/27/2019 Page No : 1 (:rni inc Printari_ Ti irninn Mnwamantc 16:30 16:45 19 16 MACARTHUR 19 14 3 3 13 23 14 20 115 0 147 0 MACARTHUR 171 165 10 8 0 0 39 46 40 39 16 25 4 1 714 731 Total 35 VON KARMAN AVENUE 36 34 262 0 NEWPORT PLACE DRIVE 0 85 79 BOULEVARD 5 1445 17:00 12 241 BOULEVARD 3 24 32 137 0 67 203 11 1 Southbound 60 36 Westbound 918 Northbound 6 189 Eastbound 2 23 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 16:45 19 16 212 168 19 14 3 3 13 23 14 20 115 0 147 0 39 56 171 165 10 8 0 0 39 46 40 39 16 25 4 1 714 731 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 18:003 195 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 Apx - 26 15-146 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: VON KARMAN AVENUE File Name : H1901027 Site Code : 00000000 Start Date : 2/27/2019 Page No :2 Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 08:00 Int. Total 08:00 MACARTHUR BOULEVARD Southbound VON KARMAN AVENUE Westbound MACARTHUR BOULEVARD Northbound NEWPORT PLACE DRIVE Eastbound Start Time Right I Thru I Left I Uturns I App. TMal Right I Thru I Left I Uturns I App.ToWl I Right I Thru I Left I UtUMS I App.Torsl Right I Thru I Left Uturns a .�o�i Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 08:00 Int. Total 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 r .958 Apx - 27 15-147 MACARTHUR BOULEVARD Out In Total 843 589 1432 1231 4151 46 5 Right Thru Left , r 1 � turns Peak Hour Data W = M� K� ��1A< —j30 0�0 0 � North G z LU c � a Peak Hour Begins at 08:00 0 5 D 0 IN Turning Movements t„ Z < a N O �_� c O� Z C Z E NC O 00 pvm T F1' U Left Thru Ri ht turns 45 807 6851 1 612 E438 2150 Out In Total MAQARTHUR )I Apx - 27 15-147 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: VON KARMAN AVENUE File Name : H1901027 Site Code : 00000000 Start Date : 2/27/2019 Page No :3 Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 Int. Total 17:00 MACARTHUR BOULEVARD VON KARMAN AVENUE MACARTHUR BOULEVARD NEWPORT PLACE DRIVE 275 Southbound Westbound Northbound Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left uturns App. Taw Right Thru Left Utums App. TOWI Right Thru Left Uturns App. To al Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 Int. Total 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 Apx - 28 15-148 MACARTHUR BOULEVARD Out In Total 975 1011 1986 471 9081 461 10 Right Thru Le, ft r 1 � turns Peak Hour Data LLJ o a a) --to < 0 Lu v 2 North z U CY) J L� ~ �? C C t a Peak Hour Begins at 17:00 r0 m S D p rn TurningMovements r N o z < a 3r; Lu 01 c m �z c Lu 3 c � cnw M�o) z r`=, U Left Thru Ri ht turns 35 794 273 2 1714 1104 2818 out In Total Apx - 28 15-148 gwn6pa4atiaa Studie,5, Ic. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH File Name : h1901024 N -S Direction: MACARTHUR BOULEVARD Site Code : 00000000 E -W Direction: JAMBOREE ROAD Start Date : 2/27/2019 Page No : 1 (:rni inc Printari_ Ti irninn Mnwamantc 16:30 16:45 MACARTHUR 290 330 33 35 41 34 230 199 116 0 87 0 MACARTHUR 122 153 42 58 11 12 329 317 58 0 60 0 1449 1456 Total 170 620 JAMBOREE ROAD 429 203 0 178 JAMBOREE ROAD 23 646 118 0 BOULEVARD 17:00 105 291 53 39 BOULEVARD 125 0 75 159 73 15 233 66 0 Southbound 17:15 113 Westbound 25 61 Northbound 140 0 81 Eastbound 61 14 192 Start Time Right Thru Left Right Thru Left U turns Right Thru Left Right Thru 7 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 16:45 84 86 290 330 33 35 41 34 230 199 116 0 87 0 93 85 122 153 42 58 11 12 329 317 58 0 60 0 1449 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 18-0097 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 Apx - 29 15-149 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: JAMBOREE ROAD File Name : h1901024 Site Code : 00000000 Start Date : 2/27/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 Int. Total 08:00 MACARTHUR 95 MACARTHUR 149 43 163 JAMBOREE ROAD 0 JAMBOREE ROAD 166 BOULEVARD 44 BOULEVARD 43 295 122 Westbound 460 Eastbound 08:15 Southbound 104 Northbound 154 Start Time Right Thru Left App.Total Right Thru Left Utums App.Total Right Thru Left App. Total Right Thru Left Uturns App.Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 Int. Total 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 1 .451 .923 .640 .744 .866 .892 .931 .000 .916 .810 .966 .702 .946 .913 .853 .881 .000 .878 .979 Apx - 30 15-150 MACARTHUR BOULEVARD Out In Total 1535 708 2243 260 384 64 Right Thru Le� Peak Hour Data 7 J A& 1 '—(4� 0` Q-C'j j p 2 O North Co K co lY (O e F C N O w 0)V Peak Hour Begins at 08:00 00 X cNn n m O N n 'rte tr + TurningMovements r A w O a -5 '0 c 7 E N C O 0) 91 N 4 T r Left Thru Ri ht 174 904 538 887 1616 2503 out In Total Apx - 30 15-150 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: JAMBOREE ROAD File Name : h1901024 Site Code : 00000000 Start Date : 2/27/2019 Page No :3 Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1 MACARTHUR Total MACARTHUR 3087 Ri ht 387 1439 JAMBOREE ROAD Right Thru JAMBOREE ROAD BOULEVARD 1234 BOULEVARD Peak Hour for Entire Intersection Begins at 16:45 OACARTHUR Westbound Eastbound Southbound Northbound Start Time Right Thru Left App. Total Right Thru Left u tums App. Total Right Thru Left App. Total Right Thru Left U turns App. Total Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1 Out In Total 1110 1977 3087 Ri ht 387 1439 151 Right Thru Le� 3175 1234 Out Peak Hour for Entire Intersection Begins at 16:45 OACARTHUR BOULEVARC 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 -6 W N NJ Q F N J O) M 2 tY h O) L� WLU C N 0 LL O m � '0m o u 7 E Y v1ACARTHUR BOULEVARC Out In Total 1110 1977 3087 Ri ht 387 1439 151 Right Thru Le� 3175 Peak Hour Data North Peak Hour Begins at 16:45 Turning Movements +-1 T r Left Thru Ri ht 258 664 312 1941 3175 1234 Out In Total OACARTHUR BOULEVARC ."0 Q - °° to D co � A O ?� m r p IT N C w�o 0 E o 3 C ?N V O Apx - 31 15-151 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: BISON AVENUE J+Yawpaatatian Studien, 9r.c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (;rniinc Printari- Turninn Mnvamantc File Name : H1803060 Site Code : 00000000 Start Date : 5/1/2018 Page No : 1 *** BREAK *** 16:30 16:45 MACARTHUR 505 549 25 38 26 21 48 51 47 45 MACARTHUR 16 27 548 542 39 41 41 48 52 36 54 47 1469 1530 Total 153 BISON AVENUE 47 99 92 BISON AVENUE 1090 80 89 BOULEVARD 101 2999 17:00 52 659 BOULEVARD 32 66 74 1 30 575 40 57 58 Westbound 1739 17:15 75 Eastbound 37 29 50 Southbound 3 32 570 35 51 Northbound 47 1633 17:30 50 628 Start Time Right Thru Left Ri ht Thru Left U -Turn Ri ht Thru Left Ri ht Thru 34 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 16:45 68 85 505 549 25 38 26 21 48 51 47 45 0 0 16 27 548 542 39 41 41 48 52 36 54 47 1469 1530 Total 153 1054 63 47 99 92 01 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 Apx - 32 15-152 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: BISON AVENUE MACARTHUR BOULEVARD Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 M-1, U-- f- C..ti.Q....;..- .,F !17.211 gwnopadatian Studien, Sic. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 BISON AVENUE I MACARTHUR BOULEVARD File Name : H1803060 Site Code : 00000000 Start Date : 5/1/2018 Page No :2 BISON AVENUE 07:30 62 587 9 ^ 658 21 52 105 1 179 35 78 218 2274 43 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 Apx - 33 15-153 MACARTHUR BOULEVARD Out In Total 2576 2535 5111 218 2274 43 Right Thru Le, ft Peak Hour Data M o" A, O _ D N -iNorth m wCM N> ~2 W Z Q — N r� Peak Hour Begins:at07:3 V D Z ~ 1 Turnin Movemen m aa �x �� m(n c Fn c �m � 7 N W +-1 T r Left Thru Right 262 2282 134 2968 2678 5646 Out In Total M11 Apx - 33 15-153 gwnopadatian Studien, Sic. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: BISON AVENUE File Name : H1803060 Site Code : 00000000 Start Date : 5/1/2018 Page No :3 Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Renins at 17 -nn Int. Total 17:00 MACARTHUR BOULEVARD Southbound BISON AVENUE Westbound MACARTHUR BOULEVARD Northbound BISON AVENUE Eastbound Start Time Right Thru I Left I App. Total Right I Thru I Left u -Turn I App. Total I Right I Thru I Left I App. Total Right I Thru I Left App. Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Renins at 17 -nn Int. Total 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 V Lu o 4— z Q c o o N r� 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 .892r .951 Apx - 34 15-154 MACARTHUR BOULEVARD Out In Total 2612 2833 F 5445 226 2450 157 Right Thru Left Peak Hour Data 75 00 �: 00 A, o° Z -i North V Lu o 4— z Q c o o N r� Peak Hour Begins at 17:00 3 G U) M o t Turnin Movements �N N Z z -•• Fn ' p i c m ao w 0 2) C 3 OD - 4- T r Left Thru Right 142 23151 140 L-2597 5503 Out In Total Apx - 34 15-154 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: CAMPUS DRIVE gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (Zrniine Prinfarl_ Ti irninn Unvamanfc File Name : H1901029 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 16:30 16:45 JAMBOREE ROAD 36 1 31 1 CAMPUS DRIVE 32 0 40 0 JAMBOREE ROAD 14 15 CAMPUS DRIVE 95 110 69 35 0 0 1258 1107 Southbound 61 Westbound 67 21 64 Northbound 72 0 Eastbound 798 29 Start Time Right Thru Left U turns Right Thru Left u turns Right Thru I 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 16:45 31 30 336 250 36 1 31 1 40 24 67 71 32 0 40 0 106 80 403 395 14 15 4 0 24 25 95 110 69 35 0 0 1258 1107 Total 61 586 67 21 64 138 72 0 186 798 29 4 49 205 104 01 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 18:0029 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 Apx - 35 15-155 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: CAMPUS DRIVE File Name : H1901029 Site Code : 00000000 Start Date : 2/27/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 07:45 Int. Total 07:45 JAMBOREE ROAD Southbound CAMPUS DRIVE Westbound JAMBOREE ROAD Northbound CAMPUS DRIVE Eastbound Start Time Right I Thru I Left utoma I App. TWal Ri ht I Thru I Left I uturna I App.ToWl Right I Thru I Left I Utums LAPP.TMl Right I Thru I Left Uturns a .Toa Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 07:45 Int. Total 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 r 972 Apx - 36 15-156 JAMBOREE ROAD Out In Total 1291 2063 3354 1371 17641 162 0 Right Thru , Left r 1 � turns Peak Hour Data �� �� t� o ti Lu North CNn "' y ~ C W 11 CM co o Peak Hour Begins at 07:45 Cl) C 5 v> CL a o U' 'Lrn— Turning Movements Lo -4 < U 5 0 c E m �o Cy C n O Nw U Left Thru Ri ht turns 100 1119 196 8 2141 1423 3564 Out In Total Apx - 36 15-156 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: CAMPUS DRIVE File Name : H1901029 Site Code : 00000000 Start Date : 2/27/2019 Page No :3 Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 Int. Total 17:00 JAMBOREE ROAD CAMPUS DRIVE JAMBOREE ROAD CAMPUS DRIVE 385 Southbound Westbound Northbound Eastbound Start Time Right Thru Left U turns App. Total Right Thru Left uturns App. Taw Right Thru Left Utums App. TOWI Right Thru Left Uturns App. To al Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 Int. Total 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 r 914 Apx - 37 15-157 JAMBOREE ROAD Out In Total 1463 1669 F31321 1431 13431 183 0 Right Thru Le, ft r 1 � turns Peak Hour Data � 6 !p � J A,, T N O � Lu North y W co — _ Peak Hour Begins at 17:00 5 to CL a rn L Turning Movements m ro < 0 0 C �o m w C E 3 n W U Left Thru Ri ht turns 71 1141 482 2 1736 1696 3432 Out InTotal Apx - 37 15-157 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: N. BRISTOL STREET gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (',mi inc Prinfarl-Tnrninn Mnvamanfc File Name : H1901008 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 16:30 16:45 JAMBOREE ROAD SR -73 WB ON RAMP JAMBOREE ROAD N. BRISTOL STREET 0 0 165 207 Southbound Westbound 0 0 Northbound 1052 1193 Total Eastbound 379 01 0 Start Time Right I Thru Left Right Thru Left Ri ht Thru Left Right I 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 16:45 171 177 172 0 207 0 00 0 0 0 0 165 207 377 411 167 191 0 0 0 0 0 0 1052 1193 Total 1 348 379 01 0 0 01 372 788 358 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 Apx - 38 15-158 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: N. BRISTOL STREET File Name : H1901008 Site Code : 00000000 Start Date : 1/23/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt n7 -Ar, Int. Total 07:45 JAMBOREE ROAD Southbound SR -73 WB ON RAMP Westbound JAMBOREE ROAD Northbound N. BRISTOL STREET Eastbound Start Time Ri ht Thru Left I App. Total Right Thru I Left I App. Total Right I Thru I Left I App. Total Right I Thru I Left App. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt n7 -Ar, Int. Total 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 Out In Total 1632 1110 2742 405 705 0 Right Thru Le, ft Peak Hour Data (o LU � �� A 0) LU North S 0 c o Peak Hour Begins at 07:45�2 o o' O U z it rn t Turning Movements Z0� � o �° v cn w rn— Left Thru Right 714 1632 756 705 3102 3807 Out InTotal Apx - 39 15-159 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: N. BRISTOL STREET File Name : H1901008 Site Code : 00000000 Start Date : 1/23/2019 Page No :3 Peak Hour Analysis From 16:30 to 18:15 - Peak lot 1 Perak Hnur fnr Fntira Intarcactinn RPninc nt 1R -3n Int. Total 16:30 JAMBOREE ROAD SR -73 WB ON RAMP JAMBOREE ROAD N. BRISTOL STREET 0 Southbound Westbound Northbound Eastbound 377 Rig 709 0 0 0 0 1052 16:45 177 207 0 384 0 0 0 0 Start Time t Thru 191 Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Peak Hour Analysis From 16:30 to 18:15 - Peak lot 1 Perak Hnur fnr Fntira Intarcactinn RPninc nt 1R -3n Int. Total 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 r .933 JAMBOREE ROAD Out In Total 1470 1639 3109 741 898 0 Right Thru Le, ft Peak Hour Data o� 0o LU � �� A 00 LU North 3 o w co DO p c �� Peak Hour Begins at 16:30 ~B 0 0 O U) z a, o E Turnin Movements m O 3 Z01 o N W F+ Left Thru Right 728 1470 828 898 3026 3924 Out InTotal Apx - 40 15-160 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: S. BRISTOL STREET gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (',mi inc Prinfarl-Tnrninn Mnvamanfc File Name : h1901005 Site Code : 00000000 Start Date : 1/23/2019 Page No : 1 16:30 16:45 JAMBOREE ROAD SR -73 EB ON RAMP JAMBOREE ROAD S. BRISTOL STREET 16 19 485 0 525 0 Southbound Westbound 207 267 Northbound Total Eastbound 365 01 0 Start Time Right I Thru Left Right Thru Left Ri ht Thru Left Right I 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 16:45 0 0 185 0 180 0 00 0 0 0 0 16 19 485 0 525 0 256 278 175 201 207 267 1324 1470 Total 1 0 365 01 0 0 01 35 1010 0 534 376 4741 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 Apx - 41 15-161 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: S. BRISTOL STREET File Name : h1901005 Site Code : 00000000 Start Date : 1/23/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt n7 -Ar, Int. Total 07:45 JAMBOREE ROAD Southbound SR -73 EB ON RAMP Westbound JAMBOREE ROAD Northbound S. BRISTOL STREET Eastbound Start Time Ri ht Thru Left I App. Total Right Thru I Left I App. Total Right I Thru I Left I App. Total Right I Thru I Left App. Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Paak Hni v fnr Pntira Intarcactinn Raninc nt n7 -Ar, Int. Total 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 1 0 0 0 1.1 98.9 0 1 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 Out In Total 3066 690 3756 0 690 0 Right Thru Le, ft Peak Hour Data 75 LO o � W HM 04 A^ 1 LLl N J North S °D 4 dO W m M C14 2 ca 'nc M t� Peak Hour Begins at 07:45 �� 3 0 Lo�C:) o z m O a, E Turning Movements A 91 O - 4-1 T Left Thru Right 0 1838 21 2088 1859 3947 Out In Total Apx - 42 15-162 ,Jaanopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: S. BRISTOL STREET File Name : h1901005 Site Code : 00000000 Start Date : 1/23/2019 Page No :3 Peak Hour Analysis From 16:30 to 18:15 - Peak lot 1 Perak Hnur fnr Fntira Intarcactinn RPninc nt IR -4.1i Int. Total 16:45 JAMBOREE ROAD SR -73 EB ON RAMP JAMBOREE ROAD S. BRISTOL STREET 0 Southbound Westbound Northbound Eastbound 525 Rig 544 278 201 267 746 1470 17:00 0 247 0 247 0 0 0 0 Start Time t Thru 0 Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Peak Hour Analysis From 16:30 to 18:15 - Peak lot 1 Perak Hnur fnr Fntira Intarcactinn RPninc nt IR -4.1i Int. Total 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 r .971 JAMBOREE ROAD Out In Total 2781 964 F 3745 0 964 0 Right Thru Le, ft Peak Hour Data OW w North °' of - o w 0 m p c N t� Peak Hour Begins at 16:45 �� S p r o o z �� � o w t Turning Movements � V1 O O � O W 91 O — F+ Left Thru Right 0 1820 76 1993 1896 3889 Out InTotal Apx - 43 15-163 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: EASTBLUFF DRIVE gwwpovatiou Studien, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 (Zrniine Prinfarl_ Ti rninn MnvamanfQ File Name : H1901022 Site Code : 00000000 Start Date : 2/27/2019 Page No : 1 16:30 16:45 JAMBOREE ROAD UNIVERSITY DRIVE JAMBOREE ROAD 36 54 EASTBLUFF DRIVE 63 48 309 385 8 10 Southbound 2 5 Westbound 56 48 Northbound Total Eastbound 634 56 Start Time Right Thru Left u turns Right Thru Left u turns Ri ht Thru Left u turns Ri ht I Thru I 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 16:45 75 122 262 372 22 34 0 0 28 37 21 30 36 54 0 0 63 48 309 385 8 10 1 3 2 5 23 18 56 48 906 1166 Total 197 634 56 01 65 51 90 01 111 694 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 Apx - 44 15-164 ,Jwnopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 File Name : H1901022 Site Code : 00000000 Start Date : 2/27/2019 Page No :2 Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 Int. Total 07:30 JAMBOREE ROAD Southbound UNIVERSITY DRIVE Westbound JAMBOREE ROAD Northbound EASTBLUFF DRIVE Eastbound Start Time Right Thru Left Utama I App.Tt.1 Right I Thru Left I Uturns I App.Total Right I Thru Left I Uturns I App.Total Right I Thru Left .Total Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 Int. Total 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 % ADD. Total 1 20 75.3 4.6 0.1 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 r .939 Apx - 45 15-165 JAMBOREE ROAD Out In Total 1831 2003 3834 4001 15081 93 2 Right Thru Le, ft r 1 � turns Peak Hour Data o� N WHA A, ^o ccn� t North Z n M c A m x LL LL 2 t� ~ Peak Hour Begins at 07:30 V r a 3 o r t Turning Movements Lu 3� G WO �c c`O„0m �1 U Left Thru Ri ht turns 80 1231 2191 7 1773 1537 3310 Out In Total Apx - 45 15-165 ,Jwnopadatian Stadieo, &c. 2640 Walnut Avenue, Suite L Tustin, CA. 92780 File Name : H1901022 Site Code : 00000000 Start Date : 2/27/2019 Page No : 3 Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 16:45 Int. Tolal 16:45 JAMBOREE ROAD Southbound UNIVERSITY DRIVE Westbound JAMBOREE ROAD Northbound EASTBLUFF DRIVE Eastbound Start Time Right Thru I Left I Utama All. Tt.1 Ri ht Thru Left I Utums I App. Total Ri ht I Thru Left I Utuma I App. Total Ri ht I Thru Left .Total Peak Hour Analysis From 16:30 to 18:15 - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 16:45 Int. Tolal 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 r .918 Apx - 46 15-166 JAMBOREE ROAD Out In Total 1849 2050 F 3899 4231 14851 141 1 Right Thru Le, ft r 1 � turns Peak Hour Data I w� L0�WIZ t�A, o _ w North °D < ZZ m N LL c M O r� Peak Hour Begins at 16:45 c ' 0, N t Turning Movements & A t w0 3 c N N ncOiw m W T r U Left Thru Ri ht turns 34 1498 207 12 1742 71751 34937 Out In Total Apx - 46 15-166 APPENDIX C LEVEL OF SERVICE WORKSHEETS Apx - 47 15-167 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 15-168 EXISTING Apx - 49 15-169 Default Scenario Thu Nov 11, 2021 18:38:57 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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 ------------ I---------------II---------------II---------------II---------------I 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 ---------------------------11---------------II---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-170 Default Scenario Thu Nov 11, 2021 18:38:57 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.673 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0 Growth Adj: 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1125 288 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 1125 288 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 1125 288 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 1125 288 96 378 0 980 1818 464 0 0 0 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 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 15-171 Default Scenario Thu Nov 11, 2021 18:38:57 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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 ------------ I---------------II---------------II---------------II---------------I 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 ---------------------------II---------------II---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-172 Default Scenario Thu Nov 11, 2021 18:38:57 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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 ------------ I---------------II---------------II---------------II---------------I 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 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-173 Default Scenario Thu Nov 11, 2021 18:38:57 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.479 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71 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: 55 587 75 324 870 211 460 759 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: 55 587 75 324 870 211 460 759 71 39 164 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 587 75 324 870 211 460 759 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: 55 587 75 324 870 211 460 759 71 39 164 0 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.09 0.05 0.20 0.14 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 15-174 Default Scenario Thu Nov 11, 2021 18:38:57 Page 9-1 Picerne Residential (1300 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): 0.363 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 631 81 84 677 167 84 319 64 27 116 55 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 631 81 84 677 167 84 319 64 27 116 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 631 81 84 677 167 84 319 64 27 116 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 631 81 84 677 167 84 319 64 27 116 55 ---------------------------II---------------II---------------II---------------I 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 3.21 0.79 1.00 1.59 0.41 1.00 1.36 0.64 Final Sat.: 1600 4800 1600 1600 5132 1268 1600 2546 654 1600 2171 1029 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.13 0.05 0.05 0.13 0.13 0.05 0.13 0.10 0.02 0.05 0.05 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 55 15-175 Default Scenario Thu Nov 11, 2021 18:38:57 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.553 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20 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: 47 823 699 52 423 125 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: 47 823 699 52 423 125 17 72 32 165 96 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 823 699 52 423 125 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: 47 823 699 52 423 125 17 72 32 165 96 20 ---------------------------11---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.17 0.44 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 15-176 Default Scenario Thu Nov 11, 2021 18:38:57 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.586 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 177 922 549 65 392 265 439 1027 183 330 743 205 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: 177 922 549 65 392 0 439 1027 183 330 743 205 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 922 549 65 392 0 439 1027 183 330 743 205 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: 177 922 549 65 392 0 439 1027 183 330 743 205 Ov1AdjVol: 439 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.19 0.34 0.02 0.08 0.00 0.14 0.19 0.19 0.07 0.15 0.13 Ov1AdjV/S: 0.27 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 57 15-177 Default Scenario Thu Nov 11, 2021 18:38:58 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.675 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 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: 270 2350 138 44 2342 225 214 222 199 497 237 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: 270 2350 0 44 2342 225 214 222 0 497 237 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 2350 0 44 2342 225 214 222 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: 270 2350 0 44 2342 225 214 222 0 497 237 80 Ov1AdjVol: 118 58 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.37 0.00 0.01 0.37 0.14 0.07 0.07 0.00 0.16 0.07 0.05 Ov1AdjV/S: 0.07 0.04 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 58 15-178 Default Scenario Thu Nov 11, 2021 18:38:58 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.602 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 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: 110 1141 200 165 1799 140 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: 110 1141 200 165 1799 140 73 197 0 327 283 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 1141 200 165 1799 140 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: 110 1141 200 165 1799 140 73 197 0 327 283 100 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-179 Default Scenario Thu Nov 11, 2021 18:38:58 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.369 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 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: 728 1665 771 0 719 413 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 728 1665 0 0 719 413 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 728 1665 0 0 719 413 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 728 1665 0 0 719 413 0 0 0 0 0 0 ---------------------------II---------------II---------------11---------------I 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 0.00 3.18 1.82 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 5081 2919 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.35 0.00 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 15-180 Default Scenario Thu Nov 11, 2021 18:38:58 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.674 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 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: 0 1875 21 0 704 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 1875 21 0 704 0 1228 527 1398 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1875 21 0 704 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 1875 21 0 704 0 1228 527 1398 0 0 0 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 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 15-181 Default Scenario Thu Nov 11, 2021 18:38:58 Page 16-1 Picerne Residential (1300 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): 0.620 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 1256 223 97 1538 408 430 103 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: 89 1256 223 97 1538 408 430 103 44 223 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 1256 223 97 1538 408 430 103 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: 89 1256 223 97 1538 408 430 103 44 223 147 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.14 0.03 0.32 0.26 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 62 15-182 Default Scenario Thu Nov 11, 2021 18:50:03 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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 ------------ I---------------II---------------II---------------II---------------I 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 ---------------------------II---------------II---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-183 Default Scenario Thu Nov 11, 2021 18:50:03 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.520 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0 Growth Adj: 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 676 261 206 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: 0 676 261 206 1064 0 460 1001 556 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 676 261 206 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: 0 676 261 206 1064 0 460 1001 556 0 0 0 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.11 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 15-184 Default Scenario Thu Nov 11, 2021 18:50:03 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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 ------------ I---------------II---------------II---------------II---------------I 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 ---------------------------II---------------II---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-185 Default Scenario Thu Nov 11, 2021 18:50:03 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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 ------------ I---------------II---------------II---------------II---------------I 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 ---------------------------11---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-186 Default Scenario Thu Nov 11, 2021 18:50:03 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.811 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 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: 206 1098 52 158 953 589 315 319 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: 206 1098 52 158 953 589 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 1098 52 158 953 589 315 319 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: 206 1098 52 158 953 589 315 319 64 78 1038 0 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.17 0.03 0.10 0.15 0.37 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 67 15-187 Default Scenario Thu Nov 11, 2021 18:50:03 Page 9-1 Picerne Residential (1300 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): 0.591 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 121 874 32 49 875 168 304 277 42 109 500 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 121 874 32 49 875 168 304 277 42 109 500 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 874 32 49 875 168 304 277 42 109 500 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 121 874 32 49 875 168 304 277 42 109 500 210 ---------------------------II---------------II---------------II---------------I 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 3.35 0.65 1.47 1.33 0.20 1.00 1.41 0.59 Final Sat.: 1600 4800 1600 1600 5368 1032 2345 2132 323 1600 2254 946 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.18 0.02 0.03 0.16 0.16 0.13 0.13 0.13 0.07 0.22 0.22 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 68 15-188 Default Scenario Thu Nov 11, 2021 18:50:03 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.517 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89 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: 38 810 278 57 926 48 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: 38 810 278 57 926 48 98 141 194 612 89 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 38 810 278 57 926 48 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: 38 810 278 57 926 48 98 141 194 612 89 89 ---------------------------11---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-189 Default Scenario Thu Nov 11, 2021 18:50:03 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.678 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Initial Bse: 263 677 318 154 1468 395 253 958 51 461 1014 202 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: 263 677 318 154 1468 0 253 958 51 461 1014 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 263 677 318 154 1468 0 253 958 51 461 1014 202 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: 263 677 318 154 1468 0 253 958 51 461 1014 202 Ov1AdjVol: 165 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.14 0.20 0.05 0.31 0.00 0.08 0.16 0.16 0.10 0.21 0.13 Ov1AdjV/S: 0.10 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 70 15-190 Default Scenario Thu Nov 11, 2021 18:50:03 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.586 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 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: 146 2384 144 162 2524 233 188 210 205 257 215 109 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: 146 2384 0 162 2524 233 188 210 0 257 215 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 2384 0 162 2524 233 188 210 0 257 215 109 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: 146 2384 0 162 2524 233 188 210 0 257 215 109 Ov1AdjVol: 139 28 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.37 0.00 0.05 0.39 0.15 0.06 0.07 0.00 0.08 0.07 0.07 Ov1AdjV/S: 0.09 0.02 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 71 15-191 Default Scenario Thu Nov 11, 2021 18:50:03 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.612 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 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: 74 1164 492 187 1370 146 175 586 192 202 334 152 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 1164 492 187 1370 146 175 586 0 202 334 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 1164 492 187 1370 146 175 586 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 1164 492 187 1370 146 175 586 0 202 334 152 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.31 0.06 0.32 0.32 0.05 0.18 0.00 0.06 0.10 0.10 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 72 15-192 Default Scenario Thu Nov 11, 2021 18:50:03 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.468 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 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: 743 1499 845 0 916 756 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 743 1499 0 0 916 756 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 743 1499 0 0 916 756 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 743 1499 0 0 916 756 0 0 0 0 0 0 ---------------------------II---------------II---------------11---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.31 0.00 0.00 0.19 0.24 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 73 15-193 Default Scenario Thu Nov 11, 2021 18:50:03 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 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): 0.621 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 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: 0 1856 78 0 983 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 1856 78 0 983 0 961 860 1029 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1856 78 0 983 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 1856 78 0 983 0 961 860 1029 0 0 0 ---------------------------II---------------11---------------11---------------I 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 ------------ I---------------II---------------II---------------II---------------I 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 15-194 Default Scenario Thu Nov 11, 2021 18:50:03 Page 16-1 Picerne Residential (1300 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): 0.533 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.02 1.02 1.02 1.02 1.02 1.02 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1528 211 145 1515 431 215 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: 47 1528 211 145 1515 431 215 90 21 238 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 1528 211 145 1515 431 215 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: 47 1528 211 145 1515 431 215 90 21 238 111 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.32 0.13 0.05 0.32 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 15-195 TPO YEAR 2026 WITHOUT PROJECT Apx - 76 15-196 Default Scenario Thu Nov 11, 2021 18:53:26 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.558 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 7 0 0 7 0 0 0 0 18 104 0 Initial Fut: 482 1612 0 0 282 240 0 0 0 226 1181 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 1612 0 0 282 240 0 0 0 226 1181 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 482 1612 0 0 282 240 0 0 0 226 1181 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 1612 0 0 282 240 0 0 0 226 1181 238 ---------------------------II---------------II---------------II---------------I 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 3.33 0.67 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5327 1073 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.34 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.14 0.22 0.22 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 77 15-197 Default Scenario Thu Nov 11, 2021 18:53:26 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.689 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1180 302 96 378 0 980 1818 464 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 2 2 0 25 0 5 6 0 0 0 0 Initial Fut: 0 1182 304 96 403 0 985 1824 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 1182 304 96 403 0 985 1824 464 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1182 304 96 403 0 985 1824 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 1182 304 96 403 0 985 1824 464 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2244 4156 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.19 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 - 78 15-198 Default Scenario Thu Nov 11, 2021 18:53:26 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.665 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 ------------ I---------------II---------------II---------------II---------------I 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 PasserByVol: 2 3 0 0 16 23 0 0 0 11 98 3 Initial Fut: 98 1054 0 0 119 121 0 0 0 398 1404 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 1054 0 0 119 121 0 0 0 398 1404 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 1054 0 0 119 121 0 0 0 398 1404 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 1054 0 0 119 121 0 0 0 398 1404 206 ---------------------------II---------------II---------------II---------------I 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 1.98 2.02 0.00 0.00 0.00 1.00 3.62 0.38 Final Sat.: 3200 3200 0 0 3173 3227 0 0 0 1600 5786 614 ------------ I---------------II---------------II---------------II---------------I 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 0.24 0.34 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 79 15-199 Default Scenario Thu Nov 11, 2021 18:53:26 Page 7-1 Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.483 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 ---------------------------II---------------II---------------II---------------I 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 ---------------------------II---------------II---------------II---------------I 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 PasserByVol: 0 5 3 8 19 0 0 0 6 0 0 0 Initial Fut: 0 390 384 173 345 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: 0 390 384 173 345 0 755 1213 215 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 390 384 173 345 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: 0 390 384 173 345 0 755 1213 215 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.02 1.98 2.00 2.00 0.00 1.53 3.02 0.45 0.00 0.00 0.00 Final Sat.: 0 3225 3175 3200 3200 0 2455 4822 723 0 0 0 ------------ I---------------II---------------II---------------II---------------I 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 - 80 15-200 Default Scenario Thu Nov 11, 2021 18:53:26 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.510 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 615 79 340 913 221 460 759 71 39 164 71 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 92 0 2 40 0 0 0 0 0 0 7 Initial Fut: 58 707 79 342 953 221 460 759 71 39 164 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 58 707 79 342 953 221 460 759 71 39 164 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 707 79 342 953 221 460 759 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: 58 707 79 342 953 221 460 759 71 39 164 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.11 0.05 0.21 0.15 0.14 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 81 15-201 Default Scenario Thu Nov 11, 2021 18:53:26 Page 9-1 Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.407 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 ---------------------------II---------------II---------------II---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 662 85 88 710 175 84 319 64 27 116 55 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 27 0 12 31 3 28 11 0 0 17 50 Initial Fut: 35 689 85 100 741 178 112 330 64 27 133 105 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: 35 689 85 100 741 178 112 330 64 27 133 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 689 85 100 741 178 112 330 64 27 133 105 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: 35 689 85 100 741 178 112 330 64 27 133 105 ---------------------------II---------------II---------------II---------------I 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 3.22 0.78 1.00 1.62 0.38 1.00 1.12 0.88 Final Sat.: 1600 4800 1600 1600 5158 1242 1600 2596 604 1600 1788 1412 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.14 0.05 0.06 0.14 0.14 0.07 0.13 0.11 0.02 0.07 0.07 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 82 15-202 Default Scenario Thu Nov 11, 2021 18:53:26 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.585 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 863 733 55 444 132 17 72 32 165 96 20 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 32 6 0 39 0 0 0 0 16 0 0 Initial Fut: 49 895 739 55 483 132 17 72 32 181 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: 49 895 739 55 483 132 17 72 32 181 96 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 895 739 55 483 132 17 72 32 181 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: 49 895 739 55 483 132 17 72 32 181 96 20 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.46 0.03 0.10 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 83 15-203 Default Scenario Thu Nov 11, 2021 18:53:26 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.645 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 186 967 576 68 411 278 460 1077 192 347 779 215 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 12 7 7 30 18 9 32 0 52 151 21 Initial Fut: 186 979 583 75 441 296 469 1109 192 399 930 236 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: 186 979 583 75 441 0 469 1109 192 399 930 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 979 583 75 441 0 469 1109 192 399 930 236 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: 186 979 583 75 441 0 469 1109 192 399 930 236 OvlAdjVol: 450 ---------------------------II---------------II---------------II---------------I 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 5458 942 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.36 0.02 0.09 0.00 0.15 0.20 0.20 0.08 0.19 0.15 OvlAdjV/S: 0.28 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 84 15-204 Default Scenario Thu Nov 11, 2021 18:53:26 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.711 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 2465 145 46 2456 235 214 222 199 497 237 80 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 1 21 8 0 49 2 2 5 1 16 1 0 Initial Fut: 284 2486 153 46 2505 237 216 227 200 513 238 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: 284 2486 0 46 2505 237 216 227 0 513 238 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 2486 0 46 2505 237 216 227 0 513 238 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: 284 2486 0 46 2505 237 216 227 0 513 238 80 OvlAdjVol: 129 57 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.39 0.00 0.01 0.39 0.15 0.07 0.07 0.00 0.16 0.07 0.05 OvlAdjV/S: 0.08 0.04 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 85 15-205 Default Scenario Thu Nov 11, 2021 18:53:26 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 1197 210 173 1887 147 73 197 50 327 283 100 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 18 116 10 0 27 1 2 0 4 2 0 0 Initial Fut: 134 1313 220 173 1914 148 75 197 54 329 283 100 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: 134 1313 220 173 1914 148 75 197 0 329 283 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1313 220 173 1914 148 75 197 0 329 283 100 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: 134 1313 220 173 1914 148 75 197 0 329 283 100 ---------------------------II---------------II---------------II---------------I 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 3.43 0.57 2.00 2.79 0.21 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5483 917 3200 4456 344 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.24 0.05 0.43 0.43 0.02 0.06 0.00 0.10 0.09 0.06 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 86 15-206 Default Scenario Thu Nov 11, 2021 18:53:26 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.410 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 764 1746 809 0 754 433 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 7 34 17 0 69 99 0 0 0 0 0 0 Initial Fut: 771 1780 826 0 823 532 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 771 1780 0 0 823 532 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 771 1780 0 0 823 532 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 771 1780 0 0 823 532 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.04 1.96 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4859 3141 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.37 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 87 15-207 Default Scenario Thu Nov 11, 2021 18:53:26 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.699 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1967 22 0 738 0 1228 527 1398 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 36 0 0 69 0 20 9 29 0 0 0 Initial Fut: 0 2003 22 0 807 0 1248 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 2003 22 0 807 0 1248 536 1427 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2003 22 0 807 0 1248 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 2003 22 0 807 0 1248 536 1427 0 0 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.25 0.00 0.13 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 - 88 15-208 Default Scenario Thu Nov 11, 2021 18:53:26 Page 16-1 Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.658 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1317 234 102 1614 428 430 103 44 223 147 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 42 4 0 96 0 0 0 0 0 0 0 Initial Fut: 93 1359 238 102 1710 428 430 103 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: 93 1359 238 102 1710 428 430 103 44 223 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1359 238 102 1710 428 430 103 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: 93 1359 238 102 1710 428 430 103 44 223 147 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.28 0.15 0.03 0.36 0.27 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 89 15-209 Default Scenario Thu Nov 11, 2021 18:54:28 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.686 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 14 0 0 4 0 0 0 0 7 55 0 Initial Fut: 437 710 0 0 1016 1160 0 0 0 274 1858 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: 437 710 0 0 1016 1160 0 0 0 274 1858 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 710 0 0 1016 1160 0 0 0 274 1858 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: 437 710 0 0 1016 1160 0 0 0 274 1858 111 ---------------------------II---------------II---------------II---------------I 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 6039 361 ------------ I---------------II---------------II---------------II---------------I 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 0.31 0.31 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 90 15-210 Default Scenario Thu Nov 11, 2021 18:54:28 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.542 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 709 274 206 1064 0 460 1001 556 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 4 19 0 11 0 10 4 0 0 0 0 Initial Fut: 0 713 293 206 1075 0 470 1005 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: 0 713 293 206 1075 0 470 1005 556 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 713 293 206 1075 0 470 1005 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: 0 713 293 206 1075 0 470 1005 556 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.27 2.73 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2039 4361 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.18 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 - 91 15-211 Default Scenario Thu Nov 11, 2021 18:54:28 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.566 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 ------------ I---------------II---------------II---------------II---------------I 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 PasserByVol: 8 11 0 0 8 10 0 0 0 6 49 4 Initial Fut: 150 369 0 0 451 671 0 0 0 464 1526 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: 150 369 0 0 451 671 0 0 0 464 1526 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 369 0 0 451 671 0 0 0 464 1526 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: 150 369 0 0 451 671 0 0 0 464 1526 123 ---------------------------II---------------II---------------II---------------I 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 2573 3827 0 0 0 1600 6042 358 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.29 0.25 0.34 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 92 15-212 Default Scenario Thu Nov 11, 2021 18:54:28 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.490 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 ------------ I---------------II---------------II---------------II---------------I 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 PasserByVol: 0 19 18 3 10 0 0 18 4 0 0 0 Initial Fut: 0 187 337 248 735 0 258 1135 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: 0 187 337 248 735 0 258 1135 116 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 187 337 248 735 0 258 1135 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: 0 187 337 248 735 0 258 1135 116 0 0 0 ---------------------------II---------------II---------------II---------------I 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 3.72 0.28 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5955 445 0 0 0 ------------ I---------------II---------------II---------------II---------------I 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 - 93 15-213 Default Scenario Thu Nov 11, 2021 18:54:28 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.836 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1151 55 166 999 617 315 319 64 78 1038 209 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 61 0 8 78 0 0 0 0 0 0 4 Initial Fut: 216 1212 55 174 1077 617 315 319 64 78 1038 213 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: 216 1212 55 174 1077 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1212 55 174 1077 617 315 319 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: 216 1212 55 174 1077 617 315 319 64 78 1038 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.19 0.03 0.11 0.17 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 94 15-214 Default Scenario Thu Nov 11, 2021 18:54:28 Page 9-1 Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.628 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 917 33 51 918 177 304 277 42 109 500 210 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 30 0 52 40 2 14 15 0 0 14 27 Initial Fut: 127 947 33 103 958 179 318 292 42 109 514 237 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: 127 947 33 103 958 179 318 292 42 109 514 237 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 947 33 103 958 179 318 292 42 109 514 237 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: 127 947 33 103 958 179 318 292 42 109 514 237 ---------------------------II---------------II---------------II---------------I 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 3.37 0.63 1.47 1.34 0.19 1.00 1.37 0.63 Final Sat.: 1600 4800 1600 1600 5395 1005 2340 2150 309 1600 2190 1010 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.20 0.02 0.06 0.18 0.18 0.14 0.14 0.14 0.07 0.23 0.23 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 95 15-215 Default Scenario Thu Nov 11, 2021 18:54:28 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.546 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 850 292 60 972 50 98 141 194 612 89 89 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 37 16 0 34 0 0 0 0 10 0 0 Initial Fut: 40 887 308 60 1006 50 98 141 194 622 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: 40 887 308 60 1006 50 98 141 194 622 89 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 887 308 60 1006 50 98 141 194 622 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: 40 887 308 60 1006 50 98 141 194 622 89 89 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.18 0.19 0.04 0.21 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 - 96 15-216 Default Scenario Thu Nov 11, 2021 18:54:28 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.733 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 276 710 334 162 1540 414 265 1005 54 484 1064 212 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 27 54 24 12 12 14 164 0 23 71 13 Initial Fut: 276 737 388 186 1552 426 279 1169 54 507 1135 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: 276 737 388 186 1552 0 279 1169 54 507 1135 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 276 737 388 186 1552 0 279 1169 54 507 1135 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: 276 737 388 186 1552 0 279 1169 54 507 1135 225 OvlAdjVol: 219 ---------------------------II---------------II---------------II---------------I 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 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6120 280 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.24 0.06 0.32 0.00 0.09 0.19 0.19 0.11 0.24 0.14 OvlAdjV/S: 0.14 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 97 15-217 Default Scenario Thu Nov 11, 2021 18:54:28 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 2500 151 170 2646 244 188 210 205 257 215 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 4 64 18 0 29 11 5 3 2 6 4 0 Initial Fut: 157 2564 169 170 2675 255 193 213 207 263 219 109 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: 157 2564 0 170 2675 255 193 213 0 263 219 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 2564 0 170 2675 255 193 213 0 263 219 109 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: 157 2564 0 170 2675 255 193 213 0 263 219 109 OvlAdjVol: 159 24 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.40 0.00 0.05 0.42 0.16 0.06 0.07 0.00 0.08 0.07 0.07 OvlAdjV/S: 0.10 0.02 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 98 15-218 Default Scenario Thu Nov 11, 2021 18:54:28 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1221 516 196 1437 153 175 586 192 202 334 152 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 10 56 5 0 117 2 1 0 20 10 0 0 Initial Fut: 88 1277 521 196 1554 155 176 586 212 212 334 152 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: 88 1277 521 196 1554 155 176 586 0 212 334 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1277 521 196 1554 155 176 586 0 212 334 152 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: 88 1277 521 196 1554 155 176 586 0 212 334 152 ---------------------------II---------------II---------------II---------------I 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 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4365 435 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.27 0.33 0.06 0.36 0.36 0.06 0.18 0.00 0.07 0.10 0.10 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 99 15-219 Default Scenario Thu Nov 11, 2021 18:54:28 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.508 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 779 1573 886 0 961 793 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 6 177 30 0 32 49 0 0 0 0 0 0 Initial Fut: 785 1750 916 0 993 842 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 785 1750 0 0 993 842 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 785 1750 0 0 993 842 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 785 1750 0 0 993 842 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.36 0.00 0.00 0.21 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 - 100 15-220 Default Scenario Thu Nov 11, 2021 18:54:28 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.668 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 ------------ I---------------II---------------II--------------- II ---------------I Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1947 81 0 1031 0 961 860 1029 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 90 0 0 30 0 109 7 36 0 0 0 Initial Fut: 0 2037 81 0 1061 0 1070 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 2037 81 0 1061 0 1070 867 1065 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2037 81 0 1061 0 1070 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 2037 81 0 1061 0 1070 867 1065 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.66 1.34 2.00 0.00 0.00 0.00 Final Sat.: 0 7693 307 0 6400 0 2652 2148 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 0.00 0.17 0.00 0.40 0.40 0.33 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 101 15-221 Default Scenario Thu Nov 11, 2021 18:54:28 Page 16-1 Picerne Residential (1300 Bristol Street North) TPO 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 1603 221 152 1589 453 215 90 21 238 111 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 113 7 0 66 0 0 0 0 7 0 0 Initial Fut: 49 1716 228 152 1655 453 215 90 21 245 111 136 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: 49 1716 228 152 1655 453 215 90 21 245 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1716 228 152 1655 453 215 90 21 245 111 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: 49 1716 228 152 1655 453 215 90 21 245 111 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.36 0.14 0.05 0.34 0.28 0.10 0.10 0.01 0.08 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx -102 15-222 TPO YEAR 2026 WITH PROJECT Apx - 103 15-223 Default Scenario Thu Nov 11, 2021 18:55:21 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.559 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 2 9 0 PasserByVol: 0 7 0 0 7 0 0 0 0 18 104 0 Initial Fut: 482 1612 0 0 282 240 0 0 0 228 1190 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 1612 0 0 282 240 0 0 0 228 1190 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 482 1612 0 0 282 240 0 0 0 228 1190 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 1612 0 0 282 240 0 0 0 228 1190 238 ---------------------------II---------------II---------------II---------------I 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 3.33 0.67 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5333 1067 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.34 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.14 0.22 0.22 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 104 15-224 Default Scenario Thu Nov 11, 2021 18:55:21 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.686 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1180 302 96 378 0 980 1818 464 0 0 0 Added Vol: 0 0 -4 0 2 0 0 -3 0 0 0 0 PasserByVol: 0 2 2 0 25 0 5 6 0 0 0 0 Initial Fut: 0 1182 300 96 405 0 985 1821 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 1182 300 96 405 0 985 1821 464 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1182 300 96 405 0 985 1821 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 1182 300 96 405 0 985 1821 464 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2247 4153 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.19 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 - 105 15-225 Default Scenario Thu Nov 11, 2021 18:55:21 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.669 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 ------------ I---------------II---------------II---------------II---------------I 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 26 11 10 PasserByVol: 2 3 0 0 16 23 0 0 0 11 98 3 Initial Fut: 98 1054 0 0 119 121 0 0 0 424 1415 216 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 1054 0 0 119 121 0 0 0 424 1415 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 1054 0 0 119 121 0 0 0 424 1415 216 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 1054 0 0 119 121 0 0 0 424 1415 216 ---------------------------II---------------II---------------II---------------I 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 1.98 2.02 0.00 0.00 0.00 1.00 3.60 0.40 Final Sat.: 3200 3200 0 0 3173 3227 0 0 0 1600 5764 636 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.33 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.27 0.25 0.34 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 106 15-226 Default Scenario Thu Nov 11, 2021 18:55:21 Page 9-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.490 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 ------------ I---------------II---------------II--------------- II ---------------I 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 26 0 0 0 -7 0 0 0 0 PasserByVol: 0 5 3 8 19 0 0 0 6 0 0 0 Initial Fut: 0 390 384 199 345 0 755 1206 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: 0 390 384 199 345 0 755 1206 215 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 390 384 199 345 0 755 1206 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: 0 390 384 199 345 0 755 1206 215 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.02 1.98 2.00 2.00 0.00 1.54 3.01 0.45 0.00 0.00 0.00 Final Sat.: 0 3225 3175 3200 3200 0 2464 4810 726 0 0 0 ------------ I---------------II---------------II---------------II---------------I 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 -107 15-227 Default Scenario Thu Nov 11, 2021 18:55:21 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.511 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 615 79 340 913 221 460 759 71 39 164 71 Added Vol: 0 7 0 0 -1 0 0 0 0 0 0 0 PasserByVol: 0 92 0 2 40 0 0 0 0 0 0 7 Initial Fut: 58 714 79 342 952 221 460 759 71 39 164 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 58 714 79 342 952 221 460 759 71 39 164 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 714 79 342 952 221 460 759 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: 58 714 79 342 952 221 460 759 71 39 164 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.11 0.05 0.21 0.15 0.14 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 108 15-228 Default Scenario Thu Nov 11, 2021 18:55:21 Page 11-1 Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.408 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 662 85 88 710 175 84 319 64 27 116 55 Added Vol: 0 0 0 0 -1 0 7 2 0 0 0 0 PasserByVol: 0 27 0 12 31 3 28 11 0 0 17 50 Initial Fut: 35 689 85 100 740 178 119 332 64 27 133 105 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: 35 689 85 100 740 178 119 332 64 27 133 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 689 85 100 740 178 119 332 64 27 133 105 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: 35 689 85 100 740 178 119 332 64 27 133 105 ---------------------------II---------------II---------------II---------------I 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 3.22 0.78 1.00 1.63 0.37 1.00 1.12 0.88 Final Sat.: 1600 4800 1600 1600 5157 1243 1600 2607 593 1600 1788 1412 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.14 0.05 0.06 0.14 0.14 0.07 0.13 0.11 0.02 0.07 0.07 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 109 15-229 Default Scenario Thu Nov 11, 2021 18:55:21 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.585 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 863 733 55 444 132 17 72 32 165 96 20 Added Vol: 0 0 0 0 -1 0 0 0 0 -1 0 0 PasserByVol: 0 32 6 0 39 0 0 0 0 16 0 0 Initial Fut: 49 895 739 55 482 132 17 72 32 180 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: 49 895 739 55 482 132 17 72 32 180 96 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 895 739 55 482 132 17 72 32 180 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: 49 895 739 55 482 132 17 72 32 180 96 20 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.46 0.03 0.10 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 110 15-230 Default Scenario Thu Nov 11, 2021 18:55:21 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.645 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 186 967 576 68 411 278 460 1077 192 347 779 215 Added Vol: -3 0 0 0 0 -2 0 12 4 0 -1 0 PasserByVol: 0 12 7 7 30 18 9 32 0 52 151 21 Initial Fut: 183 979 583 75 441 294 469 1121 196 399 929 236 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: 183 979 583 75 441 0 469 1121 196 399 929 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 979 583 75 441 0 469 1121 196 399 929 236 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: 183 979 583 75 441 0 469 1121 196 399 929 236 OvlAdjVol: 450 ---------------------------II---------------II---------------11---------------I 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 5450 950 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.36 0.02 0.09 0.00 0.15 0.21 0.21 0.08 0.19 0.15 OvlAdjV/S: 0.28 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 111 15-231 Default Scenario Thu Nov 11, 2021 18:55:21 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 2465 145 46 2456 235 214 222 199 497 237 80 Added Vol: 0 -5 0 0 4 0 0 0 0 0 0 0 PasserByVol: 1 21 8 0 49 2 2 5 1 16 1 0 Initial Fut: 284 2481 153 46 2509 237 216 227 200 513 238 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: 284 2481 0 46 2509 237 216 227 0 513 238 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 2481 0 46 2509 237 216 227 0 513 238 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: 284 2481 0 46 2509 237 216 227 0 513 238 80 OvlAdjVol: 129 57 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.39 0.00 0.01 0.39 0.15 0.07 0.07 0.00 0.16 0.07 0.05 OvlAdjV/S: 0.08 0.04 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 112 15-232 Default Scenario Thu Nov 11, 2021 18:55:21 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 1197 210 173 1887 147 73 197 50 327 283 100 Added Vol: 0 12 0 0 -1 0 0 0 0 0 0 0 PasserByVol: 18 116 10 0 27 1 2 0 4 2 0 0 Initial Fut: 134 1325 220 173 1913 148 75 197 54 329 283 100 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: 134 1325 220 173 1913 148 75 197 0 329 283 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1325 220 173 1913 148 75 197 0 329 283 100 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: 134 1325 220 173 1913 148 75 197 0 329 283 100 ---------------------------II---------------II---------------II---------------I 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 3.43 0.57 2.00 2.79 0.21 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5490 910 3200 4456 344 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.24 0.05 0.43 0.43 0.02 0.06 0.00 0.10 0.09 0.06 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 113 15-233 Default Scenario Thu Nov 11, 2021 18:55:21 Page 16-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.406 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 764 1746 809 0 754 433 0 0 0 0 0 0 Added Vol: -11 16 0 0 0 -5 0 0 0 0 0 0 PasserByVol: 7 34 17 0 69 99 0 0 0 0 0 0 Initial Fut: 760 1796 826 0 823 527 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 760 1796 0 0 823 527 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 760 1796 0 0 823 527 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 760 1796 0 0 823 527 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.05 1.95 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4877 3123 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.37 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 114 15-234 Default Scenario Thu Nov 11, 2021 18:55:21 Page 17-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.700 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1967 22 0 738 0 1228 527 1398 0 0 0 Added Vol: 0 -3 0 0 0 0 9 5 4 0 0 0 PasserByVol: 0 36 0 0 69 0 20 9 29 0 0 0 Initial Fut: 0 2000 22 0 807 0 1257 541 1431 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 2000 22 0 807 0 1257 541 1431 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2000 22 0 807 0 1257 541 1431 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 2000 22 0 807 0 1257 541 1431 0 0 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.25 0.00 0.13 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 - 115 15-235 Default Scenario Thu Nov 11, 2021 18:55:21 Page 18-1 Picerne Residential (1300 Bristol Street North) TPO 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.659 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 ---------------------------II---------------II---------------II---------------I 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 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 87 1231 219 95 1508 400 430 103 44 223 147 170 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1317 234 102 1614 428 430 103 44 223 147 170 Added Vol: 0 -3 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 42 4 0 96 0 0 0 0 0 0 0 Initial Fut: 93 1356 238 102 1714 428 430 103 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: 93 1356 238 102 1714 428 430 103 44 223 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1356 238 102 1714 428 430 103 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: 93 1356 238 102 1714 428 430 103 44 223 147 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.28 0.15 0.03 0.36 0.27 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 116 15-236 Default Scenario Thu Nov 11, 2021 18:56:09 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.686 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 -3 0 0 PasserByVol: 0 14 0 0 4 0 0 0 0 7 55 0 Initial Fut: 437 710 0 0 1016 1160 0 0 0 271 1858 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: 437 710 0 0 1016 1160 0 0 0 271 1858 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 710 0 0 1016 1160 0 0 0 271 1858 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: 437 710 0 0 1016 1160 0 0 0 271 1858 111 ---------------------------II---------------II---------------II---------------I 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 6039 361 ------------ I---------------II---------------II---------------II---------------I 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 0.31 0.31 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 117 15-237 Default Scenario Thu Nov 11, 2021 18:56:09 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.545 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 709 274 206 1064 0 460 1001 556 0 0 0 Added Vol: 0 0 2 0 -3 0 0 9 0 0 0 0 PasserByVol: 0 4 19 0 11 0 10 4 0 0 0 0 Initial Fut: 0 713 295 206 1072 0 470 1014 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: 0 713 295 206 1072 0 470 1014 556 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 713 295 206 1072 0 470 1014 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: 0 713 295 206 1072 0 470 1014 556 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.27 2.73 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2027 4373 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.18 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 - 118 15-238 Default Scenario Thu Nov 11, 2021 18:56:09 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.566 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 ------------ I---------------II---------------II---------------II---------------I 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 2 -3 2 PasserByVol: 8 11 0 0 8 10 0 0 0 6 49 4 Initial Fut: 150 369 0 0 451 671 0 0 0 466 1523 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 150 369 0 0 451 671 0 0 0 466 1523 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 369 0 0 451 671 0 0 0 466 1523 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 150 369 0 0 451 671 0 0 0 466 1523 125 ---------------------------II---------------II---------------II---------------I 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 2573 3827 0 0 0 1600 6036 364 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.29 0.25 0.34 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 119 15-239 Default Scenario Thu Nov 11, 2021 18:56:09 Page 9-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.493 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 ------------ I---------------II---------------II---------------II---------------I 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 2 0 0 0 11 0 0 0 0 PasserByVol: 0 19 18 3 10 0 0 18 4 0 0 0 Initial Fut: 0 187 337 250 735 0 258 1146 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: 0 187 337 250 735 0 258 1146 116 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 187 337 250 735 0 258 1146 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: 0 187 337 250 735 0 258 1146 116 0 0 0 ---------------------------II---------------II---------------II---------------I 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 3.72 0.28 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5959 441 0 0 0 ------------ I---------------II---------------II---------------II---------------I 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 - 120 15-240 Default Scenario Thu Nov 11, 2021 18:56:09 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.836 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1151 55 166 999 617 315 319 64 78 1038 209 Added Vol: 0 2 0 0 7 0 0 0 0 0 0 0 PasserByVol: 0 61 0 8 78 0 0 0 0 0 0 4 Initial Fut: 216 1214 55 174 1084 617 315 319 64 78 1038 213 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: 216 1214 55 174 1084 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1214 55 174 1084 617 315 319 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: 216 1214 55 174 1084 617 315 319 64 78 1038 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.19 0.03 0.11 0.17 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 121 15-241 Default Scenario Thu Nov 11, 2021 18:56:09 Page 11-1 Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.629 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 ---------------------------II---------------II---------------II---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 119 857 31 48 858 165 304 277 42 109 500 210 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 917 33 51 918 177 304 277 42 109 500 210 Added Vol: 0 0 0 0 7 0 2 0 0 0 0 0 PasserByVol: 0 30 0 52 40 2 14 15 0 0 14 27 Initial Fut: 127 947 33 103 965 179 320 292 42 109 514 237 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: 127 947 33 103 965 179 320 292 42 109 514 237 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 947 33 103 965 179 320 292 42 109 514 237 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: 127 947 33 103 965 179 320 292 42 109 514 237 ---------------------------II---------------II---------------II---------------I 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 3.38 0.62 1.47 1.34 0.19 1.00 1.37 0.63 Final Sat.: 1600 4800 1600 1600 5401 999 2344 2146 309 1600 2190 1010 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.20 0.02 0.06 0.18 0.18 0.14 0.14 0.14 0.07 0.23 0.23 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 122 15-242 Default Scenario Thu Nov 11, 2021 18:56:09 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.546 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 850 292 60 972 50 98 141 194 612 89 89 Added Vol: 0 0 0 0 7 0 0 0 0 2 0 0 PasserByVol: 0 37 16 0 34 0 0 0 0 10 0 0 Initial Fut: 40 887 308 60 1013 50 98 141 194 624 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: 40 887 308 60 1013 50 98 141 194 624 89 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 887 308 60 1013 50 98 141 194 624 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: 40 887 308 60 1013 50 98 141 194 624 89 89 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.18 0.19 0.04 0.21 0.03 0.06 0.09 0.12 0.20 0.11 0.11 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 123 15-243 Default Scenario Thu Nov 11, 2021 18:56:09 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.739 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 276 710 334 162 1540 414 265 1005 54 484 1064 212 Added Vol: 9 0 0 0 0 10 0 3 -3 0 12 0 PasserByVol: 0 27 54 24 12 12 14 164 0 23 71 13 Initial Fut: 285 737 388 186 1552 436 279 1172 51 507 1147 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: 285 737 388 186 1552 0 279 1172 51 507 1147 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 285 737 388 186 1552 0 279 1172 51 507 1147 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: 285 737 388 186 1552 0 279 1172 51 507 1147 225 OvlAdjVol: 219 ---------------------------II---------------II---------------II---------------I 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 3.83 0.17 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6136 264 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.24 0.06 0.32 0.00 0.09 0.19 0.19 0.11 0.24 0.14 OvlAdjV/S: 0.14 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 124 15-244 Default Scenario Thu Nov 11, 2021 18:56:09 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.615 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 2500 151 170 2646 244 188 210 205 257 215 109 Added Vol: 0 4 0 0 -3 0 0 0 0 0 0 0 PasserByVol: 4 64 18 0 29 11 5 3 2 6 4 0 Initial Fut: 157 2568 169 170 2672 255 193 213 207 263 219 109 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: 157 2568 0 170 2672 255 193 213 0 263 219 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 2568 0 170 2672 255 193 213 0 263 219 109 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: 157 2568 0 170 2672 255 193 213 0 263 219 109 OvlAdjVol: 159 24 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.40 0.00 0.05 0.42 0.16 0.06 0.07 0.00 0.08 0.07 0.07 OvlAdjV/S: 0.10 0.02 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 125 15-245 Default Scenario Thu Nov 11, 2021 18:56:09 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1221 516 196 1437 153 175 586 192 202 334 152 Added Vol: 0 3 0 0 12 0 0 0 0 0 0 0 PasserByVol: 10 56 5 0 117 2 1 0 20 10 0 0 Initial Fut: 88 1280 521 196 1566 155 176 586 212 212 334 152 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: 88 1280 521 196 1566 155 176 586 0 212 334 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1280 521 196 1566 155 176 586 0 212 334 152 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: 88 1280 521 196 1566 155 176 586 0 212 334 152 ---------------------------II---------------II---------------II---------------I 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 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4368 432 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.27 0.33 0.06 0.36 0.36 0.06 0.18 0.00 0.07 0.10 0.10 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 126 15-246 Default Scenario Thu Nov 11, 2021 18:56:09 Page 16-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.523 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 779 1573 886 0 961 793 0 0 0 0 0 0 Added Vol: 15 0 0 0 0 31 0 0 0 0 0 0 PasserByVol: 6 177 30 0 32 49 0 0 0 0 0 0 Initial Fut: 800 1750 916 0 993 873 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 800 1750 0 0 993 873 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 800 1750 0 0 993 873 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 800 1750 0 0 993 873 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.36 0.00 0.00 0.21 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 - 127 15-247 Default Scenario Thu Nov 11, 2021 18:56:09 Page 17-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) TPO 2026 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): 0.672 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 ------------ I---------------II---------------II--------------- II ---------------I Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1947 81 0 1031 0 961 860 1029 0 0 0 Added Vol: 0 4 0 0 0 0 11 3 -2 0 0 0 PasserByVol: 0 90 0 0 30 0 109 7 36 0 0 0 Initial Fut: 0 2041 81 0 1061 0 1081 870 1063 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 2041 81 0 1061 0 1081 870 1063 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2041 81 0 1061 0 1081 870 1063 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 2041 81 0 1061 0 1081 870 1063 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.66 1.34 2.00 0.00 0.00 0.00 Final Sat.: 0 7694 306 0 6400 0 2660 2140 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.27 0.00 0.17 0.00 0.41 0.41 0.33 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 128 15-248 Default Scenario Thu Nov 11, 2021 18:56:09 Page 18-1 Picerne Residential (1300 Bristol Street North) TPO 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.578 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 1603 221 152 1589 453 215 90 21 238 111 136 Added Vol: 0 4 0 0 -2 0 0 0 0 0 0 0 PasserByVol: 0 113 7 0 66 0 0 0 0 7 0 0 Initial Fut: 49 1720 228 152 1653 453 215 90 21 245 111 136 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: 49 1720 228 152 1653 453 215 90 21 245 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1720 228 152 1653 453 215 90 21 245 111 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: 49 1720 228 152 1653 453 215 90 21 245 111 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.36 0.14 0.05 0.34 0.28 0.10 0.10 0.01 0.08 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 129 15-249 CEQA YEAR 2026 WITHOUT PROJECT Apx - 130 15-250 Default Scenario Thu Nov 11, 2021 18:57:52 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.562 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 7 0 0 7 0 0 0 0 21 135 0 Initial Fut: 482 1612 0 0 282 240 0 0 0 229 1212 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 1612 0 0 282 240 0 0 0 229 1212 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 482 1612 0 0 282 240 0 0 0 229 1212 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 1612 0 0 282 240 0 0 0 229 1212 238 ---------------------------II---------------II---------------II---------------I 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 3.34 0.66 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5350 1050 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.34 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.14 0.23 0.23 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 131 15-251 Default Scenario Thu Nov 11, 2021 18:57:52 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.710 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1180 302 96 378 0 980 1818 464 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 2 14 0 28 0 5 93 0 0 0 0 Initial Fut: 0 1182 316 96 406 0 985 1911 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 1182 316 96 406 0 985 1911 464 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1182 316 96 406 0 985 1911 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 1182 316 96 406 0 985 1911 464 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.36 2.64 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2177 4223 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.20 0.06 0.08 0.00 0.45 0.45 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 132 15-252 Default Scenario Thu Nov 11, 2021 18:57:52 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.688 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 ------------ I---------------II---------------II---------------II---------------I 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 PasserByVol: 11 64 0 0 30 33 0 0 0 40 114 6 Initial Fut: 107 1115 0 0 133 131 0 0 0 427 1420 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: 107 1115 0 0 133 131 0 0 0 427 1420 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 1115 0 0 133 131 0 0 0 427 1420 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: 107 1115 0 0 133 131 0 0 0 427 1420 209 ---------------------------II---------------II---------------II---------------I 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 3.62 0.38 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1600 5784 616 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.35 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.27 0.25 0.34 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 133 15-253 Default Scenario Thu Nov 11, 2021 18:57:52 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.515 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: 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 ------------ I---------------II---------------II--------------- II ---------------I 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 PasserByVol: 0 40 3 46 24 0 35 65 6 0 0 0 Initial Fut: 0 425 384 211 350 0 790 1278 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: 0 425 384 211 350 0 790 1278 215 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 425 384 211 350 0 790 1278 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: 0 425 384 211 350 0 790 1278 215 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.10 1.90 2.00 2.00 0.00 1.53 3.04 0.43 0.00 0.00 0.00 Final Sat.: 0 3362 3038 3200 3200 0 2445 4864 691 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.07 0.11 0.00 0.32 0.26 0.31 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 134 15-254 Default Scenario Thu Nov 11, 2021 18:57:52 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 615 79 340 913 221 460 759 71 39 164 71 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 184 0 2 106 0 0 0 0 0 0 7 Initial Fut: 58 799 79 342 1019 221 460 759 71 39 164 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 58 799 79 342 1019 221 460 759 71 39 164 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 799 79 342 1019 221 460 759 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: 58 799 79 342 1019 221 460 759 71 39 164 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.12 0.05 0.21 0.16 0.14 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 135 15-255 Default Scenario Thu Nov 11, 2021 18:57:52 Page 9-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.460 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 ---------------------------II---------------II---------------II---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 662 85 88 710 175 84 319 64 27 116 55 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 109 0 29 77 6 33 67 0 0 35 55 Initial Fut: 35 771 85 117 787 181 117 386 64 27 151 110 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: 35 771 85 117 787 181 117 386 64 27 151 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 771 85 117 787 181 117 386 64 27 151 110 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: 35 771 85 117 787 181 117 386 64 27 151 110 ---------------------------II---------------II---------------II---------------I 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 3.25 0.75 1.00 1.66 0.34 1.00 1.16 0.84 Final Sat.: 1600 4800 1600 1600 5201 1199 1600 2662 538 1600 1851 1349 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.16 0.05 0.07 0.15 0.15 0.07 0.15 0.12 0.02 0.08 0.08 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 136 15-256 Default Scenario Thu Nov 11, 2021 18:57:52 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.587 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 863 733 55 444 132 17 72 32 165 96 20 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 114 8 0 85 0 0 0 0 18 0 0 Initial Fut: 49 977 741 55 529 132 17 72 32 183 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: 49 977 741 55 529 132 17 72 32 183 96 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 977 741 55 529 132 17 72 32 183 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: 49 977 741 55 529 132 17 72 32 183 96 20 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.20 0.46 0.03 0.11 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 137 15-257 Default Scenario Thu Nov 11, 2021 18:57:52 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.742 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 186 967 576 68 411 278 460 1077 192 347 779 215 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 18 72 127 7 60 36 33 269 2 85 252 21 Initial Fut: 204 1039 703 75 471 314 493 1346 194 432 1031 236 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: 204 1039 703 75 471 0 493 1346 194 432 1031 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 204 1039 703 75 471 0 493 1346 194 432 1031 236 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: 204 1039 703 75 471 0 493 1346 194 432 1031 236 OvlAdjVol: 559 ---------------------------II---------------II---------------II---------------I 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 3.50 0.50 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5596 804 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.22 0.44 0.02 0.10 0.00 0.15 0.24 0.24 0.09 0.21 0.15 OvlAdjV/S: 0.35 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 138 15-258 Default Scenario Thu Nov 11, 2021 18:57:52 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.727 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 2465 145 46 2456 235 214 222 199 497 237 80 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 1 181 12 0 106 2 2 21 1 22 54 0 Initial Fut: 284 2646 157 46 2562 237 216 243 200 519 291 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: 284 2646 0 46 2562 237 216 243 0 519 291 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 2646 0 46 2562 237 216 243 0 519 291 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: 284 2646 0 46 2562 237 216 243 0 519 291 80 OvlAdjVol: 129 57 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.41 0.00 0.01 0.40 0.15 0.07 0.08 0.00 0.16 0.09 0.05 OvlAdjV/S: 0.08 0.04 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 139 15-259 Default Scenario Thu Nov 11, 2021 18:57:52 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 1197 210 173 1887 147 73 197 50 327 283 100 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 18 277 10 89 224 1 2 0 4 2 1 36 Initial Fut: 134 1474 220 262 2111 148 75 197 54 329 284 136 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: 134 1474 220 262 2111 148 75 197 0 329 284 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1474 220 262 2111 148 75 197 0 329 284 136 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: 134 1474 220 262 2111 148 75 197 0 329 284 136 ---------------------------II---------------II---------------II---------------I 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 3.48 0.52 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5570 830 3200 4486 314 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.26 0.26 0.08 0.47 0.47 0.02 0.06 0.00 0.10 0.09 0.09 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 140 15-260 Default Scenario Thu Nov 11, 2021 18:57:52 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.437 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 764 1746 809 0 754 433 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 37 297 17 0 163 142 0 0 0 0 0 0 Initial Fut: 801 2043 826 0 917 575 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 801 2043 0 0 917 575 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 801 2043 0 0 917 575 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 801 2043 0 0 917 575 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.07 1.93 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4916 3084 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.43 0.00 0.00 0.19 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 - 141 15-261 Default Scenario Thu Nov 11, 2021 18:57:52 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.732 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1967 22 0 738 0 1228 527 1398 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 271 0 0 163 0 78 18 41 0 0 0 Initial Fut: 0 2238 22 0 901 0 1306 545 1439 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 2238 22 0 901 0 1306 545 1439 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2238 22 0 901 0 1306 545 1439 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 2238 22 0 901 0 1306 545 1439 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.95 0.05 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7920 80 0 6400 0 3200 1600 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.28 0.00 0.14 0.00 0.41 0.34 0.45 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 142 15-262 Default Scenario Thu Nov 11, 2021 18:57:52 Page 16-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1317 234 102 1614 428 430 103 44 223 147 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 254 65 3 191 8 20 0 0 30 0 3 Initial Fut: 93 1571 299 105 1805 436 450 103 44 253 147 173 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: 93 1571 299 105 1805 436 450 103 44 253 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1571 299 105 1805 436 450 103 44 253 147 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: 93 1571 299 105 1805 436 450 103 44 253 147 0 ---------------------------II---------------II---------------II---------------I 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 1.63 0.37 1.00 1.90 1.10 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2604 596 1600 3036 1764 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.33 0.19 0.03 0.38 0.27 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 143 15-263 Default Scenario Thu Nov 11, 2021 18:58:37 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.700 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 14 0 0 4 0 0 0 0 16 143 0 Initial Fut: 437 710 0 0 1016 1160 0 0 0 283 1946 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: 437 710 0 0 1016 1160 0 0 0 283 1946 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 710 0 0 1016 1160 0 0 0 283 1946 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: 437 710 0 0 1016 1160 0 0 0 283 1946 111 ---------------------------II---------------II---------------II---------------I 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 3.78 0.22 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6055 345 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.15 0.00 0.00 0.16 0.24 0.00 0.00 0.00 0.18 0.32 0.32 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 144 15-264 Default Scenario Thu Nov 11, 2021 18:58:37 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.551 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 709 274 206 1064 0 460 1001 556 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 4 24 0 20 0 10 41 0 0 0 0 Initial Fut: 0 713 298 206 1084 0 470 1042 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: 0 713 298 206 1084 0 470 1042 556 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 713 298 206 1084 0 470 1042 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: 0 713 298 206 1084 0 470 1042 556 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.24 2.76 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 1989 4411 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.19 0.13 0.23 0.00 0.24 0.24 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 145 15-265 Default Scenario Thu Nov 11, 2021 18:58:37 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.590 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 ------------ I---------------II---------------II---------------II---------------I 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 PasserByVol: 10 36 0 0 30 48 0 0 0 40 107 13 Initial Fut: 152 394 0 0 473 709 0 0 0 498 1584 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: 152 394 0 0 473 709 0 0 0 498 1584 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 394 0 0 473 709 0 0 0 498 1584 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: 152 394 0 0 473 709 0 0 0 498 1584 132 ---------------------------II---------------II---------------II---------------I 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 1.60 2.40 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 3200 0 0 2561 3839 0 0 0 1600 6031 369 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.31 0.26 0.36 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 146 15-266 Default Scenario Thu Nov 11, 2021 18:58:37 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.502 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 ------------ I---------------II---------------II---------------II---------------I 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 PasserByVol: 0 31 18 40 29 0 15 46 4 0 0 0 Initial Fut: 0 199 337 285 754 0 273 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: 0 199 337 285 754 0 273 1163 116 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 199 337 285 754 0 273 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: 0 199 337 285 754 0 273 1163 116 0 0 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.11 0.09 0.24 0.00 0.17 0.19 0.27 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 147 15-267 Default Scenario Thu Nov 11, 2021 18:58:37 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.836 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1151 55 166 999 617 315 319 64 78 1038 209 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 141 0 8 171 0 0 0 0 0 0 4 Initial Fut: 216 1292 55 174 1170 617 315 319 64 78 1038 213 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: 216 1292 55 174 1170 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1292 55 174 1170 617 315 319 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: 216 1292 55 174 1170 617 315 319 64 78 1038 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.20 0.03 0.11 0.18 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 148 15-268 Default Scenario Thu Nov 11, 2021 18:58:37 Page 9-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.680 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 917 33 51 918 177 304 277 42 109 500 210 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 84 0 59 125 3 21 41 0 0 72 46 Initial Fut: 127 1001 33 110 1043 180 325 318 42 109 572 256 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: 127 1001 33 110 1043 180 325 318 42 109 572 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 1001 33 110 1043 180 325 318 42 109 572 256 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: 127 1001 33 110 1043 180 325 318 42 109 572 256 ---------------------------II---------------II---------------II---------------I 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 3.41 0.59 1.43 1.39 0.18 1.00 1.38 0.62 Final Sat.: 1600 4800 1600 1600 5460 940 2284 2224 293 1600 2211 989 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.21 0.02 0.07 0.19 0.19 0.14 0.14 0.14 0.07 0.26 0.26 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 149 15-269 Default Scenario Thu Nov 11, 2021 18:58:37 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.569 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 850 292 60 972 50 98 141 194 612 89 89 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 91 18 0 119 0 0 0 0 15 0 0 Initial Fut: 40 941 310 60 1091 50 98 141 194 627 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: 40 941 310 60 1091 50 98 141 194 627 89 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 941 310 60 1091 50 98 141 194 627 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: 40 941 310 60 1091 50 98 141 194 627 89 89 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.19 0.04 0.23 0.03 0.06 0.09 0.12 0.20 0.11 0.11 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 150 15-270 Default Scenario Thu Nov 11, 2021 18:58:37 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.806 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 276 710 334 162 1540 414 265 1005 54 484 1064 212 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 8 65 104 24 73 41 32 298 10 152 319 13 Initial Fut: 284 775 438 186 1613 455 297 1303 64 636 1383 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: 284 775 438 186 1613 0 297 1303 64 636 1383 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 775 438 186 1613 0 297 1303 64 636 1383 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: 284 775 438 186 1613 0 297 1303 64 636 1383 225 OvlAdjVol: 226 ---------------------------II---------------II---------------II---------------I 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 6103 297 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.27 0.06 0.34 0.00 0.09 0.21 0.21 0.13 0.29 0.14 OvlAdjV/S: 0.14 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 151 15-271 Default Scenario Thu Nov 11, 2021 18:58:37 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.660 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 2500 151 170 2646 244 188 210 205 257 215 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 4 148 24 0 196 11 5 55 2 11 36 0 Initial Fut: 157 2648 175 170 2842 255 193 265 207 268 251 109 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: 157 2648 0 170 2842 255 193 265 0 268 251 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 2648 0 170 2842 255 193 265 0 268 251 109 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: 157 2648 0 170 2842 255 193 265 0 268 251 109 OvlAdjVol: 159 24 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.00 0.05 0.44 0.16 0.06 0.08 0.00 0.08 0.08 0.07 OvlAdjV/S: 0.10 0.02 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 152 15-272 Default Scenario Thu Nov 11, 2021 18:58:37 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.670 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1221 516 196 1437 153 175 586 192 202 334 152 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 10 282 5 46 295 2 1 1 20 10 1 98 Initial Fut: 88 1503 521 242 1732 155 176 587 212 212 335 250 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: 88 1503 521 242 1732 155 176 587 0 212 335 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1503 521 242 1732 155 176 587 0 212 335 250 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: 88 1503 521 242 1732 155 176 587 0 212 335 250 ---------------------------II---------------II---------------II---------------I 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 2.75 0.25 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4406 394 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.31 0.33 0.08 0.39 0.39 0.06 0.18 0.00 0.07 0.10 0.16 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 153 15-273 Default Scenario Thu Nov 11, 2021 18:58:37 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.531 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 779 1573 886 0 961 793 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 23 339 30 0 262 104 0 0 0 0 0 0 Initial Fut: 802 1912 916 0 1223 897 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 802 1912 0 0 1223 897 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 802 1912 0 0 1223 897 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 802 1912 0 0 1223 897 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.40 0.00 0.00 0.25 0.28 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 154 15-274 Default Scenario Thu Nov 11, 2021 18:58:37 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.695 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1947 81 0 1031 0 961 860 1029 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 224 0 0 260 0 154 9 48 0 0 0 Initial Fut: 0 2171 81 0 1291 0 1115 869 1077 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 2171 81 0 1291 0 1115 869 1077 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2171 81 0 1291 0 1115 869 1077 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 2171 81 0 1291 0 1115 869 1077 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.82 0.18 0.00 4.00 0.00 1.69 1.31 2.00 0.00 0.00 0.00 Final Sat.: 0 7711 289 0 6400 0 2698 2102 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.28 0.00 0.20 0.00 0.41 0.41 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 155 15-275 Default Scenario Thu Nov 11, 2021 18:58:37 Page 16-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.625 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 1603 221 152 1589 453 215 90 21 238 111 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 238 46 1 287 20 8 0 0 70 0 1 Initial Fut: 49 1841 267 153 1876 473 223 90 21 308 111 137 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: 49 1841 267 153 1876 473 223 90 21 308 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1841 267 153 1876 473 223 90 21 308 111 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: 49 1841 267 153 1876 473 223 90 21 308 111 0 ---------------------------II---------------II---------------II---------------I 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 1.42 0.58 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2280 920 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.38 0.17 0.05 0.39 0.30 0.10 0.10 0.01 0.10 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 156 15-276 CEQA YEAR 2026 WITH PROJECT Apx - 157 15-277 Default Scenario Thu Nov 11, 2021 18:59:29 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.564 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 2 9 0 PasserByVol: 0 7 0 0 7 0 0 0 0 21 135 0 Initial Fut: 482 1612 0 0 282 240 0 0 0 231 1221 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 1612 0 0 282 240 0 0 0 231 1221 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 482 1612 0 0 282 240 0 0 0 231 1221 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 1612 0 0 282 240 0 0 0 231 1221 238 ---------------------------II---------------II---------------II---------------I 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 3.35 0.65 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5356 1044 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.34 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.14 0.23 0.23 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 158 15-278 Default Scenario Thu Nov 11, 2021 18:59:29 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.707 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1103 282 96 378 0 980 1818 464 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1180 302 96 378 0 980 1818 464 0 0 0 Added Vol: 0 0 -4 0 2 0 0 -3 0 0 0 0 PasserByVol: 0 2 14 0 28 0 5 93 0 0 0 0 Initial Fut: 0 1182 312 96 408 0 985 1908 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 1182 312 96 408 0 985 1908 464 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1182 312 96 408 0 985 1908 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 1182 312 96 408 0 985 1908 464 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.36 2.64 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2179 4221 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.19 0.06 0.09 0.00 0.45 0.45 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 159 15-279 Default Scenario Thu Nov 11, 2021 18:59:29 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.692 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: 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 ------------ I---------------II---------------II---------------II---------------I 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 26 11 10 PasserByVol: 11 64 0 0 30 33 0 0 0 40 114 6 Initial Fut: 107 1115 0 0 133 131 0 0 0 453 1431 219 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: 107 1115 0 0 133 131 0 0 0 453 1431 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 1115 0 0 133 131 0 0 0 453 1431 219 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: 107 1115 0 0 133 131 0 0 0 453 1431 219 ---------------------------II---------------II---------------II---------------I 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 5763 637 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.35 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.28 0.25 0.34 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 160 15-280 Default Scenario Thu Nov 11, 2021 18:59:29 Page 9-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.522 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 ------------ I---------------II---------------II--------------- II ---------------I 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 26 0 0 0 -7 0 0 0 0 PasserByVol: 0 40 3 46 24 0 35 65 6 0 0 0 Initial Fut: 0 425 384 237 350 0 790 1271 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: 0 425 384 237 350 0 790 1271 215 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 425 384 237 350 0 790 1271 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: 0 425 384 237 350 0 790 1271 215 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.10 1.90 2.00 2.00 0.00 1.53 3.04 0.43 0.00 0.00 0.00 Final Sat.: 0 3362 3038 3200 3200 0 2453 4852 694 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.07 0.11 0.00 0.32 0.26 0.31 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 161 15-281 Default Scenario Thu Nov 11, 2021 18:59:29 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.525 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 575 74 318 853 207 460 759 71 39 164 71 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 615 79 340 913 221 460 759 71 39 164 71 Added Vol: 0 7 0 0 -1 0 0 0 0 0 0 0 PasserByVol: 0 184 0 2 106 0 0 0 0 0 0 7 Initial Fut: 58 806 79 342 1018 221 460 759 71 39 164 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 58 806 79 342 1018 221 460 759 71 39 164 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 806 79 342 1018 221 460 759 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: 58 806 79 342 1018 221 460 759 71 39 164 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.13 0.05 0.21 0.16 0.14 0.14 0.17 0.17 0.01 0.03 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 162 15-282 Default Scenario Thu Nov 11, 2021 18:59:29 Page 11-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.461 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 ---------------------------II---------------II---------------II---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 1 0 1 1 0 1 0 1 0 1 1 0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 619 79 82 664 164 84 319 64 27 116 55 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 662 85 88 710 175 84 319 64 27 116 55 Added Vol: 0 0 0 0 -1 0 7 2 0 0 0 0 PasserByVol: 0 109 0 29 77 6 33 67 0 0 35 55 Initial Fut: 35 771 85 117 786 181 124 388 64 27 151 110 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: 35 771 85 117 786 181 124 388 64 27 151 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 771 85 117 786 181 124 388 64 27 151 110 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: 35 771 85 117 786 181 124 388 64 27 151 110 ---------------------------II---------------II---------------II---------------I 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 3.25 0.75 1.00 1.67 0.33 1.00 1.16 0.84 Final Sat.: 1600 4800 1600 1600 5200 1200 1600 2667 533 1600 1851 1349 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.16 0.05 0.07 0.15 0.15 0.08 0.15 0.12 0.02 0.08 0.08 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 163 15-283 Default Scenario Thu Nov 11, 2021 18:59:29 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.587 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 807 685 51 415 123 17 72 32 165 96 20 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 863 733 55 444 132 17 72 32 165 96 20 Added Vol: 0 0 0 0 -1 0 0 0 0 -1 0 0 PasserByVol: 0 114 8 0 85 0 0 0 0 18 0 0 Initial Fut: 49 977 741 55 528 132 17 72 32 182 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: 49 977 741 55 528 132 17 72 32 182 96 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 977 741 55 528 132 17 72 32 182 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: 49 977 741 55 528 132 17 72 32 182 96 20 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.20 0.46 0.03 0.11 0.08 0.01 0.03 0.03 0.06 0.07 0.07 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 164 15-284 Default Scenario Thu Nov 11, 2021 18:59:29 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.741 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 174 904 538 64 384 260 430 1007 179 324 728 201 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 186 967 576 68 411 278 460 1077 192 347 779 215 Added Vol: -3 0 0 0 0 -2 0 12 4 0 -1 0 PasserByVol: 18 72 127 7 60 36 33 269 2 85 252 21 Initial Fut: 201 1039 703 75 471 312 493 1358 198 432 1030 236 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: 201 1039 703 75 471 0 493 1358 198 432 1030 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 201 1039 703 75 471 0 493 1358 198 432 1030 236 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: 201 1039 703 75 471 0 493 1358 198 432 1030 236 OvlAdjVol: 559 ---------------------------II---------------II---------------II---------------I 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 3.49 0.51 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5588 812 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.22 0.44 0.02 0.10 0.00 0.15 0.24 0.24 0.09 0.21 0.15 OvlAdjV/S: 0.35 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 165 15-285 Default Scenario Thu Nov 11, 2021 18:59:29 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.728 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 262 2282 134 43 2274 218 214 222 199 497 237 80 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 2465 145 46 2456 235 214 222 199 497 237 80 Added Vol: 0 -5 0 0 4 0 0 0 0 0 0 0 PasserByVol: 1 181 12 0 106 2 2 21 1 22 54 0 Initial Fut: 284 2641 157 46 2566 237 216 243 200 519 291 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: 284 2641 0 46 2566 237 216 243 0 519 291 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 2641 0 46 2566 237 216 243 0 519 291 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: 284 2641 0 46 2566 237 216 243 0 519 291 80 OvlAdjVol: 129 57 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.41 0.00 0.01 0.40 0.15 0.07 0.08 0.00 0.16 0.09 0.05 OvlAdjV/S: 0.08 0.04 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 166 15-286 Default Scenario Thu Nov 11, 2021 18:59:29 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 108 1119 196 162 1764 137 73 197 50 327 283 100 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 1197 210 173 1887 147 73 197 50 327 283 100 Added Vol: 0 12 0 0 -1 0 0 0 0 0 0 0 PasserByVol: 18 277 10 89 224 1 2 0 4 2 1 36 Initial Fut: 134 1486 220 262 2110 148 75 197 54 329 284 136 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: 134 1486 220 262 2110 148 75 197 0 329 284 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1486 220 262 2110 148 75 197 0 329 284 136 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: 134 1486 220 262 2110 148 75 197 0 329 284 136 ---------------------------II---------------II---------------II---------------I 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 3.48 0.52 2.00 2.80 0.20 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5576 824 3200 4486 314 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.27 0.08 0.47 0.47 0.02 0.06 0.00 0.10 0.09 0.09 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 167 15-287 Default Scenario Thu Nov 11, 2021 18:59:29 Page 16-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.433 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 714 1632 756 0 705 405 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 764 1746 809 0 754 433 0 0 0 0 0 0 Added Vol: -11 16 0 0 0 -5 0 0 0 0 0 0 PasserByVol: 37 297 17 0 163 142 0 0 0 0 0 0 Initial Fut: 790 2059 826 0 917 570 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 790 2059 0 0 917 570 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 790 2059 0 0 917 570 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 790 2059 0 0 917 570 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.08 1.92 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4933 3067 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.43 0.00 0.00 0.19 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 - 168 15-288 Default Scenario Thu Nov 11, 2021 18:59:29 Page 17-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.733 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1838 21 0 690 0 1228 527 1398 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1967 22 0 738 0 1228 527 1398 0 0 0 Added Vol: 0 -3 0 0 0 0 9 5 4 0 0 0 PasserByVol: 0 271 0 0 163 0 78 18 41 0 0 0 Initial Fut: 0 2235 22 0 901 0 1315 550 1443 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 2235 22 0 901 0 1315 550 1443 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2235 22 0 901 0 1315 550 1443 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 2235 22 0 901 0 1315 550 1443 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.95 0.05 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7920 80 0 6400 0 3200 1600 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.28 0.00 0.14 0.00 0.41 0.34 0.45 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 169 15-289 Default Scenario Thu Nov 11, 2021 18:59:29 Page 18-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.691 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 1317 234 102 1614 428 430 103 44 223 147 170 Added Vol: 0 -3 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 254 65 3 191 8 20 0 0 30 0 3 Initial Fut: 93 1568 299 105 1809 436 450 103 44 253 147 173 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: 93 1568 299 105 1809 436 450 103 44 253 147 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1568 299 105 1809 436 450 103 44 253 147 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: 93 1568 299 105 1809 436 450 103 44 253 147 0 ---------------------------II---------------II---------------II---------------I 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 1.63 0.37 1.00 1.90 1.10 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2604 596 1600 3036 1764 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.33 0.19 0.03 0.38 0.27 0.17 0.17 0.03 0.08 0.08 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 170 15-290 Default Scenario Thu Nov 11, 2021 19:00:21 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.700 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 ------------ I---------------II---------------II---------------II---------------I 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 Added Vol: 0 0 0 0 0 0 0 0 0 -3 0 0 PasserByVol: 0 14 0 0 4 0 0 0 0 16 143 0 Initial Fut: 437 710 0 0 1016 1160 0 0 0 280 1946 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: 437 710 0 0 1016 1160 0 0 0 280 1946 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 710 0 0 1016 1160 0 0 0 280 1946 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: 437 710 0 0 1016 1160 0 0 0 280 1946 111 ---------------------------II---------------II---------------II---------------I 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 3.78 0.22 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6055 345 ------------ I---------------II---------------II---------------II---------------I 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 0.32 0.32 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 171 15-291 Default Scenario Thu Nov 11, 2021 19:00:21 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.554 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 663 256 206 1064 0 460 1001 556 0 0 0 Growth Adj: 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 709 274 206 1064 0 460 1001 556 0 0 0 Added Vol: 0 0 2 0 -3 0 0 9 0 0 0 0 PasserByVol: 0 4 24 0 20 0 10 41 0 0 0 0 Initial Fut: 0 713 300 206 1081 0 470 1051 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: 0 713 300 206 1081 0 470 1051 556 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 713 300 206 1081 0 470 1051 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: 0 713 300 206 1081 0 470 1051 556 0 0 0 ---------------------------II---------------II---------------II---------------I 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 1.24 2.76 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 1978 4422 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.19 0.13 0.23 0.00 0.24 0.24 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 172 15-292 Default Scenario Thu Nov 11, 2021 19:00:21 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.589 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 ------------ I---------------II---------------II---------------II---------------I 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 2 -3 2 PasserByVol: 10 36 0 0 30 48 0 0 0 40 107 13 Initial Fut: 152 394 0 0 473 709 0 0 0 500 1581 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 394 0 0 473 709 0 0 0 500 1581 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 394 0 0 473 709 0 0 0 500 1581 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 394 0 0 473 709 0 0 0 500 1581 134 ---------------------------II---------------II---------------II---------------I 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 1.60 2.40 0.00 0.00 0.00 1.00 3.77 0.23 Final Sat.: 3200 3200 0 0 2561 3839 0 0 0 1600 6025 375 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.31 0.26 0.36 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 173 15-293 Default Scenario Thu Nov 11, 2021 19:00:21 Page 9-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.504 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 ------------ I---------------II---------------II---------------II---------------I 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 2 0 0 0 11 0 0 0 0 PasserByVol: 0 31 18 40 29 0 15 46 4 0 0 0 Initial Fut: 0 199 337 287 754 0 273 1174 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: 0 199 337 287 754 0 273 1174 116 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 199 337 287 754 0 273 1174 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: 0 199 337 287 754 0 273 1174 116 0 0 0 ---------------------------II---------------II---------------II---------------I 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 5968 432 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.11 0.09 0.24 0.00 0.17 0.20 0.27 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 174 15-294 Default Scenario Thu Nov 11, 2021 19:00:21 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.836 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 202 1076 51 155 934 577 315 319 64 78 1038 209 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1151 55 166 999 617 315 319 64 78 1038 209 Added Vol: 0 2 0 0 7 0 0 0 0 0 0 0 PasserByVol: 0 141 0 8 171 0 0 0 0 0 0 4 Initial Fut: 216 1294 55 174 1177 617 315 319 64 78 1038 213 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: 216 1294 55 174 1177 617 315 319 64 78 1038 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1294 55 174 1177 617 315 319 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: 216 1294 55 174 1177 617 315 319 64 78 1038 0 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.20 0.03 0.11 0.18 0.39 0.10 0.08 0.08 0.02 0.22 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 175 15-295 Default Scenario Thu Nov 11, 2021 19:00:21 Page 11-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.680 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 917 33 51 918 177 304 277 42 109 500 210 Added Vol: 0 0 0 0 7 0 2 0 0 0 0 0 PasserByVol: 0 84 0 59 125 3 21 41 0 0 72 46 Initial Fut: 127 1001 33 110 1050 180 327 318 42 109 572 256 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: 127 1001 33 110 1050 180 327 318 42 109 572 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 1001 33 110 1050 180 327 318 42 109 572 256 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: 127 1001 33 110 1050 180 327 318 42 109 572 256 ---------------------------II---------------II---------------II---------------I 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 3.42 0.58 1.43 1.39 0.18 1.00 1.38 0.62 Final Sat.: 1600 4800 1600 1600 5465 935 2288 2220 293 1600 2211 989 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.21 0.02 0.07 0.19 0.19 0.14 0.14 0.14 0.07 0.26 0.26 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 176 15-296 Default Scenario Thu Nov 11, 2021 19:00:21 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 37 794 273 56 908 47 98 141 194 612 89 89 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 850 292 60 972 50 98 141 194 612 89 89 Added Vol: 0 0 0 0 7 0 0 0 0 2 0 0 PasserByVol: 0 91 18 0 119 0 0 0 0 15 0 0 Initial Fut: 40 941 310 60 1098 50 98 141 194 629 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: 40 941 310 60 1098 50 98 141 194 629 89 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 941 310 60 1098 50 98 141 194 629 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: 40 941 310 60 1098 50 98 141 194 629 89 89 ---------------------------II---------------II---------------II---------------I 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 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.19 0.04 0.23 0.03 0.06 0.09 0.12 0.20 0.11 0.11 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx -177 15-297 Default Scenario Thu Nov 11, 2021 19:00:21 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.811 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 258 664 312 151 1439 387 248 939 50 452 994 198 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Initial Bse: 276 710 334 162 1540 414 265 1005 54 484 1064 212 Added Vol: 9 0 0 0 0 10 0 3 -3 0 12 0 PasserByVol: 8 65 104 24 73 41 32 298 10 152 319 13 Initial Fut: 293 775 438 186 1613 465 297 1306 61 636 1395 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: 293 775 438 186 1613 0 297 1306 61 636 1395 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 775 438 186 1613 0 297 1306 61 636 1395 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: 293 775 438 186 1613 0 297 1306 61 636 1395 225 OvlAdjVol: 226 ---------------------------II---------------II---------------II---------------I 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 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6117 283 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.27 0.06 0.34 0.00 0.09 0.21 0.21 0.13 0.29 0.14 OvlAdjV/S: 0.14 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 178 15-298 Default Scenario Thu Nov 11, 2021 19:00:21 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.659 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 142 2315 140 157 2450 226 188 210 205 257 215 109 Growth Adj: 1.08 1.08 1.08 1.08 1.08 1.08 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 153 2500 151 170 2646 244 188 210 205 257 215 109 Added Vol: 0 4 0 0 -3 0 0 0 0 0 0 0 PasserByVol: 4 148 24 0 196 11 5 55 2 11 36 0 Initial Fut: 157 2652 175 170 2839 255 193 265 207 268 251 109 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: 157 2652 0 170 2839 255 193 265 0 268 251 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 2652 0 170 2839 255 193 265 0 268 251 109 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: 157 2652 0 170 2839 255 193 265 0 268 251 109 OvlAdjVol: 159 24 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.00 0.05 0.44 0.16 0.06 0.08 0.00 0.08 0.08 0.07 OvlAdjV/S: 0.10 0.02 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 179 15-299 Default Scenario Thu Nov 11, 2021 19:00:21 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 1141 482 183 1343 143 175 586 192 202 334 152 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1221 516 196 1437 153 175 586 192 202 334 152 Added Vol: 0 3 0 0 12 0 0 0 0 0 0 0 PasserByVol: 10 282 5 46 295 2 1 1 20 10 1 98 Initial Fut: 88 1506 521 242 1744 155 176 587 212 212 335 250 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: 88 1506 521 242 1744 155 176 587 0 212 335 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 1506 521 242 1744 155 176 587 0 212 335 250 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: 88 1506 521 242 1744 155 176 587 0 212 335 250 ---------------------------II---------------II---------------II---------------I 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 2.76 0.24 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4408 392 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.31 0.33 0.08 0.40 0.40 0.06 0.18 0.00 0.07 0.10 0.16 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 180 15-300 Default Scenario Thu Nov 11, 2021 19:00:21 Page 16-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.545 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 728 1470 828 0 898 741 0 0 0 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 779 1573 886 0 961 793 0 0 0 0 0 0 Added Vol: 15 0 0 0 0 31 0 0 0 0 0 0 PasserByVol: 23 339 30 0 262 104 0 0 0 0 0 0 Initial Fut: 817 1912 916 0 1223 928 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 817 1912 0 0 1223 928 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 817 1912 0 0 1223 928 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 817 1912 0 0 1223 928 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.26 0.40 0.00 0.00 0.25 0.29 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 181 15-301 Default Scenario Thu Nov 11, 2021 19:00:21 Page 17-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) CEQA 2026 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): 0.698 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1820 76 0 964 0 961 860 1029 0 0 0 Growth Adj: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1947 81 0 1031 0 961 860 1029 0 0 0 Added Vol: 0 4 0 0 0 0 11 3 -2 0 0 0 PasserByVol: 0 224 0 0 260 0 154 9 48 0 0 0 Initial Fut: 0 2175 81 0 1291 0 1126 872 1075 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 2175 81 0 1291 0 1126 872 1075 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2175 81 0 1291 0 1126 872 1075 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 2175 81 0 1291 0 1126 872 1075 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.82 0.18 0.00 4.00 0.00 1.69 1.31 2.00 0.00 0.00 0.00 Final Sat.: 0 7712 288 0 6400 0 2705 2095 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.28 0.00 0.20 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 - 182 15-302 Default Scenario Thu Nov 11, 2021 19:00:21 Page 18-1 Picerne Residential (1300 Bristol Street North) CEQA 2026 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.626 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 1.07 1.07 1.07 1.07 1.07 1.07 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 1603 221 152 1589 453 215 90 21 238 111 136 Added Vol: 0 4 0 0 -2 0 0 0 0 0 0 0 PasserByVol: 0 238 46 1 287 20 8 0 0 70 0 1 Initial Fut: 49 1845 267 153 1874 473 223 90 21 308 111 137 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: 49 1845 267 153 1874 473 223 90 21 308 111 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1845 267 153 1874 473 223 90 21 308 111 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: 49 1845 267 153 1874 473 223 90 21 308 111 0 ---------------------------II---------------II---------------II---------------I 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 1.42 0.58 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2280 920 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.38 0.17 0.05 0.39 0.30 0.10 0.10 0.01 0.10 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 183 15-303 POST 2030 GENERAL PLAN BUILDOUT WITHOUT PROJECT Apx - 184 15-304 Default Scenario Thu Nov 11, 2021 19:01:33 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.024 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 540 3220 0 0 510 410 0 0 0 310 2010 250 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: 540 3220 0 0 510 410 0 0 0 310 2010 250 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 540 3220 0 0 510 410 0 0 0 310 2010 250 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: 540 3220 0 0 510 410 0 0 0 310 2010 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 540 3220 0 0 510 410 0 0 0 310 2010 250 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: 540 3220 0 0 510 410 0 0 0 310 2010 250 ---------------------------II---------------II---------------II---------------I 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 3.56 0.44 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5692 708 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.67 0.00 0.00 0.08 0.09 0.00 0.00 0.00 0.19 0.35 0.35 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 185 15-305 Default Scenario Thu Nov 11, 2021 19:01:33 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.893 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 2380 510 110 730 0 1370 1590 670 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 2380 510 110 730 0 1370 1590 670 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2380 510 110 730 0 1370 1590 670 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 2380 510 110 730 0 1370 1590 670 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2380 510 110 730 0 1370 1590 670 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 2380 510 110 730 0 1370 1590 670 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.12 0.88 1.00 3.00 0.00 1.85 2.15 2.00 0.00 0.00 0.00 Final Sat.: 0 6588 1412 1600 4800 0 2962 3438 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.36 0.07 0.15 0.00 0.46 0.46 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 186 15-306 Default Scenario Thu Nov 11, 2021 19:01:33 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.916 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 1230 0 0 270 400 0 0 0 480 1730 820 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: 110 1230 0 0 270 400 0 0 0 480 1730 820 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 1230 0 0 270 400 0 0 0 480 1730 820 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: 110 1230 0 0 270 400 0 0 0 480 1730 820 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 1230 0 0 270 400 0 0 0 480 1730 820 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: 110 1230 0 0 270 400 0 0 0 480 1730 820 ---------------------------II---------------II---------------II---------------I 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 3.04 0.96 Final Sat.: 3200 3200 0 0 2579 3821 0 0 0 1600 4856 1544 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.38 0.00 0.00 0.10 0.10 0.00 0.00 0.00 0.30 0.36 0.53 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 187 15-307 Default Scenario Thu Nov 11, 2021 19:01:33 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.547 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 500 390 280 450 0 850 1200 210 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: 0 500 390 280 450 0 850 1200 210 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 500 390 280 450 0 850 1200 210 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: 0 500 390 280 450 0 850 1200 210 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 500 390 280 450 0 850 1200 210 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: 0 500 390 280 450 0 850 1200 210 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.25 1.75 2.00 2.00 0.00 1.66 2.89 0.45 0.00 0.00 0.00 Final Sat.: 0 3596 2804 3200 3200 0 2654 4631 715 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.14 0.14 0.09 0.14 0.00 0.32 0.26 0.29 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 188 15-308 Default Scenario Thu Nov 11, 2021 19:01:33 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.809 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 150 1660 120 240 990 550 770 990 200 40 630 60 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: 150 1660 120 240 990 550 770 990 200 40 630 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 150 1660 120 240 990 550 770 990 200 40 630 60 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: 150 1660 120 240 990 550 770 990 200 40 630 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 1660 120 240 990 550 770 990 200 40 630 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: 150 1660 120 240 990 550 770 990 200 40 630 0 ---------------------------II---------------II---------------II---------------I 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 3993 807 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.26 0.08 0.15 0.15 0.34 0.24 0.25 0.25 0.01 0.13 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 189 15-309 Default Scenario Thu Nov 11, 2021 19:01:33 Page 9-1 Picerne Residential (1300 Bristol Street North) General Plan 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): 0.796 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 50 1340 140 180 810 230 710 670 60 50 310 20 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: 50 1340 140 180 810 230 710 670 60 50 310 20 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 1340 140 180 810 230 710 670 60 50 310 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: 50 1340 140 180 810 230 710 670 60 50 310 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 1340 140 180 810 230 710 670 60 50 310 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: 50 1340 140 180 810 230 710 670 60 50 310 20 ---------------------------II---------------II---------------II---------------I 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 3.12 0.88 1.49 1.39 0.12 1.00 1.88 0.12 Final Sat.: 1600 4800 1600 1600 4985 1415 2372 2229 199 1600 3006 194 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.28 0.09 0.11 0.16 0.16 0.30 0.30 0.30 0.03 0.10 0.10 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 190 15-310 Default Scenario Thu Nov 11, 2021 19:01:33 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.562 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 130 1460 580 60 670 190 40 170 60 170 180 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 1460 580 60 670 190 40 170 60 170 180 40 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 130 1460 580 60 670 190 40 170 60 170 180 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 130 1460 580 60 670 190 40 170 60 170 180 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 1460 580 60 670 190 40 170 60 170 180 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 130 1460 580 60 670 190 40 170 60 170 180 40 ---------------------------II---------------II---------------II---------------I 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 1.48 0.52 2.00 0.82 0.18 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2365 835 3200 1309 291 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.30 0.36 0.04 0.14 0.12 0.03 0.07 0.07 0.05 0.14 0.14 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 191 15-311 Default Scenario Thu Nov 11, 2021 19:01:33 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.877 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 210 1890 600 130 570 130 670 1760 160 420 1120 170 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: 210 1890 600 130 570 130 670 1760 160 420 1120 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 210 1890 600 130 570 130 670 1760 160 420 1120 170 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: 210 1890 600 130 570 0 670 1760 160 420 1120 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 1890 600 130 570 0 670 1760 160 420 1120 170 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: 210 1890 600 130 570 0 670 1760 160 420 1120 170 OvlAdjVol: 460 ---------------------------II---------------II---------------II---------------I 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 3.67 0.33 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5867 533 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.39 0.38 0.04 0.12 0.00 0.21 0.30 0.30 0.09 0.23 0.11 OvlAdjV/S: 0.29 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 192 15-312 Default Scenario Thu Nov 11, 2021 19:01:33 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 3680 210 60 2710 390 330 270 210 160 250 10 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: 390 3680 210 60 2710 390 330 270 210 160 250 10 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 0: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 390 3680 210 60 2710 390 330 270 210 160 250 10 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: 390 3680 0 60 2710 390 330 270 0 160 250 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 390 3680 0 60 2710 390 330 270 0 160 250 10 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: 390 3680 0 60 2710 390 330 270 0 160 250 10 OvlAdjVol: 225 0 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.57 0.00 0.02 0.42 0.24 0.10 0.08 0.00 0.05 0.08 0.01 OvlAdjV/S: 0.14 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 193 15-313 Default Scenario Thu Nov 11, 2021 19:01:33 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.930 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 100 2030 320 700 1710 360 260 280 30 800 840 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 2030 320 700 1710 360 260 280 30 800 840 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 2030 320 700 1710 360 260 280 30 800 840 170 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: 100 2030 320 700 1710 360 260 280 0 800 840 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 2030 320 700 1710 360 260 280 0 800 840 170 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: 100 2030 320 700 1710 360 260 280 0 800 840 170 ---------------------------II---------------II---------------II---------------I 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 3.46 0.54 2.00 2.48 0.52 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5529 871 3200 3965 835 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.37 0.37 0.22 0.43 0.43 0.08 0.09 0.00 0.25 0.26 0.11 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 194 15-314 Default Scenario Thu Nov 11, 2021 19:01:33 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.681 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1140 3270 0 0 730 740 0 0 0 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: 1140 3270 0 0 730 740 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1140 3270 0 0 730 740 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1140 3270 0 0 730 740 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1140 3270 0 0 730 740 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1140 3270 0 0 730 740 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.36 0.68 0.00 0.00 0.15 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 - 195 15-315 Default Scenario Thu Nov 11, 2021 19:01:33 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.942 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 2100 60 0 700 0 2150 570 1020 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 2100 60 0 700 0 2150 570 1020 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2100 60 0 700 0 2150 570 1020 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 2100 60 0 700 0 2150 570 1020 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2100 60 0 700 0 2150 570 1020 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 2100 60 0 700 0 2150 570 1020 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.86 0.14 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7778 222 0 6400 0 3200 1600 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.27 0.00 0.11 0.00 0.67 0.36 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 196 15-316 Default Scenario Thu Nov 11, 2021 19:01:33 Page 16-1 Picerne Residential (1300 Bristol Street North) General Plan Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 60 1620 240 130 1090 270 510 120 10 340 110 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 1620 240 130 1090 270 510 120 10 340 110 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 1620 240 130 1090 270 510 120 10 340 110 170 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: 60 1620 240 130 1090 270 510 120 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 1620 240 130 1090 270 510 120 10 340 110 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: 60 1620 240 130 1090 270 510 120 10 340 110 0 ---------------------------II---------------II---------------II---------------I 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 1.62 0.38 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2590 610 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.34 0.15 0.04 0.23 0.17 0.20 0.20 0.01 0.11 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 197 15-317 Default Scenario Thu Nov 11, 2021 19:02:43 Page 4-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.948 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 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: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 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: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 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: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 ---------------------------II---------------II---------------II---------------I 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 3.81 0.19 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6103 297 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.35 0.00 0.00 0.29 0.26 0.00 0.00 0.00 0.34 0.47 0.47 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 198 15-318 Default Scenario Thu Nov 11, 2021 19:02:43 Page 5-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.774 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1770 410 310 2060 0 550 1420 630 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 1770 410 310 2060 0 550 1420 630 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1770 410 310 2060 0 550 1420 630 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 1770 410 310 2060 0 550 1420 630 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1770 410 310 2060 0 550 1420 630 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 1770 410 310 2060 0 550 1420 630 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.06 0.94 1.00 3.00 0.00 1.12 2.88 2.00 0.00 0.00 0.00 Final Sat.: 0 6495 1505 1600 4800 0 1787 4613 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.27 0.19 0.43 0.00 0.31 0.31 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 199 15-319 Default Scenario Thu Nov 11, 2021 19:02:43 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.811 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 180 600 0 0 830 1480 0 0 0 530 1730 160 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 600 0 0 830 1480 0 0 0 530 1730 160 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 600 0 0 830 1480 0 0 0 530 1730 160 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 600 0 0 830 1480 0 0 0 530 1730 160 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 600 0 0 830 1480 0 0 0 530 1730 160 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 600 0 0 830 1480 0 0 0 530 1730 160 ---------------------------II---------------II---------------II---------------I 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 1.44 2.56 0.00 0.00 0.00 1.00 3.75 0.25 Final Sat.: 3200 3200 0 0 2300 4100 0 0 0 1600 5994 406 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.19 0.00 0.00 0.36 0.36 0.00 0.00 0.00 0.33 0.29 0.39 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 200 15-320 Default Scenario Thu Nov 11, 2021 19:02:43 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.625 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 330 300 440 920 0 380 1490 130 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: 0 330 300 440 920 0 380 1490 130 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 330 300 440 920 0 380 1490 130 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: 0 330 300 440 920 0 380 1490 130 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 330 300 440 920 0 380 1490 130 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: 0 330 300 440 920 0 380 1490 130 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.10 1.90 2.00 2.00 0.00 1.00 3.76 0.24 0.00 0.00 0.00 Final Sat.: 0 3352 3048 3200 3200 0 1600 6015 385 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.10 0.14 0.29 0.00 0.24 0.25 0.34 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 201 15-321 Default Scenario Thu Nov 11, 2021 19:02:43 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.241 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 320 1520 80 150 1510 910 530 700 160 160 1470 190 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: 320 1520 80 150 1510 910 530 700 160 160 1470 190 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 320 1520 80 150 1510 910 530 700 160 160 1470 190 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: 320 1520 80 150 1510 910 530 700 160 160 1470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 320 1520 80 150 1510 910 530 700 160 160 1470 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: 320 1520 80 150 1510 910 530 700 160 160 1470 0 ---------------------------II---------------II---------------II---------------I 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 2.44 0.56 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3907 893 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.24 0.05 0.09 0.24 0.57 0.17 0.18 0.18 0.05 0.31 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 202 15-322 Default Scenario Thu Nov 11, 2021 19:02:43 Page 9-1 Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 1.016 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 180 1030 60 130 1280 390 460 480 70 150 1020 360 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: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 1030 60 130 1280 390 460 480 70 150 1020 360 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: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 1030 60 130 1280 390 460 480 70 150 1020 360 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: 180 1030 60 130 1280 390 460 480 70 150 1020 360 ---------------------------II---------------II---------------II---------------I 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 3.07 0.93 1.37 1.42 0.21 1.00 1.48 0.52 Final Sat.: 1600 4800 1600 1600 4905 1495 2193 2276 331 1600 2365 835 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.21 0.04 0.08 0.26 0.26 0.21 0.21 0.21 0.09 0.43 0.43 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 203 15-323 Default Scenario Thu Nov 11, 2021 19:02:43 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.682 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 50 960 180 110 1280 110 140 270 100 860 210 110 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: 50 960 180 110 1280 110 140 270 100 860 210 110 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 960 180 110 1280 110 140 270 100 860 210 110 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: 50 960 180 110 1280 110 140 270 100 860 210 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 960 180 110 1280 110 140 270 100 860 210 110 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: 50 960 180 110 1280 110 140 270 100 860 210 110 ---------------------------II---------------II---------------II---------------I 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 1.46 0.54 2.00 0.66 0.34 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2335 865 3200 1050 550 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.20 0.11 0.07 0.27 0.07 0.09 0.12 0.12 0.27 0.20 0.20 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 204 15-324 Default Scenario Thu Nov 11, 2021 19:02:43 Page 11-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.858 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 290 870 620 260 1600 560 240 1480 70 920 1570 180 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: 290 870 620 260 1600 560 240 1480 70 920 1570 180 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 290 870 620 260 1600 560 240 1480 70 920 1570 180 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: 290 870 620 260 1600 0 240 1480 70 920 1570 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 290 870 620 260 1600 0 240 1480 70 920 1570 180 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: 290 870 620 260 1600 0 240 1480 70 920 1570 180 OvlAdjVol: 313 ---------------------------II---------------II---------------II---------------I 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 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6111 289 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.39 0.08 0.33 0.00 0.08 0.24 0.24 0.19 0.33 0.11 OvlAdjV/S: 0.20 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 205 15-325 Default Scenario Thu Nov 11, 2021 19:02:43 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.792 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 260 2710 140 40 3090 480 330 210 100 220 400 50 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: 260 2710 140 40 3090 480 330 210 100 220 400 50 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 260 2710 140 40 3090 480 330 210 100 220 400 50 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: 260 2710 0 40 3090 480 330 210 0 220 400 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 260 2710 0 40 3090 480 330 210 0 220 400 50 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: 260 2710 0 40 3090 480 330 210 0 220 400 50 OvlAdjVol: 315 30 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.42 0.00 0.01 0.48 0.30 0.10 0.07 0.00 0.07 0.13 0.03 OvlAdjV/S: 0.20 0.02 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 206 15-326 Default Scenario Thu Nov 11, 2021 19:02:43 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.180 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 160 1950 720 470 2660 260 610 850 30 360 650 530 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: 160 1950 720 470 2660 260 610 850 30 360 650 530 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 160 1950 720 470 2660 260 610 850 30 360 650 530 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: 160 1950 720 470 2660 260 610 850 0 360 650 530 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1950 720 470 2660 260 610 850 0 360 650 530 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: 160 1950 720 470 2660 260 610 850 0 360 650 530 ---------------------------II---------------II---------------II---------------I 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 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4373 427 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.45 0.15 0.61 0.61 0.19 0.27 0.00 0.11 0.20 0.33 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 207 15-327 Default Scenario Thu Nov 11, 2021 19:02:43 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.606 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 900 2620 0 0 1460 1040 0 0 0 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: 900 2620 0 0 1460 1040 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 900 2620 0 0 1460 1040 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 900 2620 0 0 1460 1040 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 900 2620 0 0 1460 1040 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 900 2620 0 0 1460 1040 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.28 0.55 0.00 0.00 0.30 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 208 15-328 Default Scenario Thu Nov 11, 2021 19:02:43 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.867 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 2360 110 0 1490 0 1180 1500 1010 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 2360 110 0 1490 0 1180 1500 1010 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2360 110 0 1490 0 1180 1500 1010 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 2360 110 0 1490 0 1180 1500 1010 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2360 110 0 1490 0 1180 1500 1010 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 2360 110 0 1490 0 1180 1500 1010 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.78 0.22 0.00 4.00 0.00 1.32 1.68 2.00 0.00 0.00 0.00 Final Sat.: 0 7644 356 0 6400 0 2113 2687 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.00 0.23 0.00 0.56 0.56 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 209 15-329 Default Scenario Thu Nov 11, 2021 19:02:43 Page 16-1 Picerne Residential (1300 Bristol Street North) Gneral Plan Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 50 1940 360 190 1920 390 200 110 10 340 110 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1940 360 190 1920 390 200 110 10 340 110 210 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 1940 360 190 1920 390 200 110 10 340 110 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 50 1940 360 190 1920 390 200 110 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 1940 360 190 1920 390 200 110 10 340 110 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: 50 1940 360 190 1920 390 200 110 10 340 110 0 ---------------------------II---------------II---------------II---------------I 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 1.29 0.71 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2065 1135 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.40 0.23 0.06 0.40 0.24 0.10 0.10 0.01 0.11 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 210 15-330 POST 2030 GENERAL PLAN BUILDOUT WITH PROJECT Apx - 211 15-331 Default Scenario Thu Nov 11, 2021 19:03:20 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.024 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 540 3220 0 0 510 410 0 0 0 310 2010 250 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: 540 3220 0 0 510 410 0 0 0 310 2010 250 Added Vol: 0 0 0 0 0 0 0 0 0 1 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 540 3220 0 0 510 410 0 0 0 311 2013 250 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: 540 3220 0 0 510 410 0 0 0 311 2013 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 540 3220 0 0 510 410 0 0 0 311 2013 250 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: 540 3220 0 0 510 410 0 0 0 311 2013 250 ---------------------------II---------------II---------------II---------------I 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 3.56 0.44 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5693 707 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.67 0.00 0.00 0.08 0.09 0.00 0.00 0.00 0.19 0.35 0.35 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 212 15-332 Default Scenario Thu Nov 11, 2021 19:03:20 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.893 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 2380 510 110 730 0 1370 1590 670 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 2380 510 110 730 0 1370 1590 670 0 0 0 Added Vol: 0 0 0 0 1 0 0 1 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2380 510 110 731 0 1370 1591 670 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 2380 510 110 731 0 1370 1591 670 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2380 510 110 731 0 1370 1591 670 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 2380 510 110 731 0 1370 1591 670 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.12 0.88 1.00 3.00 0.00 1.85 2.15 2.00 0.00 0.00 0.00 Final Sat.: 0 6588 1412 1600 4800 0 2961 3439 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.36 0.07 0.15 0.00 0.46 0.46 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 213 15-333 Default Scenario Thu Nov 11, 2021 19:03:20 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.917 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 1230 0 0 270 400 0 0 0 480 1730 820 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: 110 1230 0 0 270 400 0 0 0 480 1730 820 Added Vol: 0 0 0 0 0 0 0 0 0 9 4 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 1230 0 0 270 400 0 0 0 489 1734 823 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: 110 1230 0 0 270 400 0 0 0 489 1734 823 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 1230 0 0 270 400 0 0 0 489 1734 823 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: 110 1230 0 0 270 400 0 0 0 489 1734 823 ---------------------------II---------------II---------------II---------------I 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 3.03 0.97 Final Sat.: 3200 3200 0 0 2579 3821 0 0 0 1600 4855 1545 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.38 0.00 0.00 0.10 0.10 0.00 0.00 0.00 0.31 0.36 0.53 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 214 15-334 Default Scenario Thu Nov 11, 2021 19:03:20 Page 9-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.550 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 500 390 280 450 0 850 1200 210 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: 0 500 390 280 450 0 850 1200 210 0 0 0 Added Vol: 0 0 0 9 0 0 0 1 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 500 390 289 450 0 850 1201 210 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: 0 500 390 289 450 0 850 1201 210 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 500 390 289 450 0 850 1201 210 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: 0 500 390 289 450 0 850 1201 210 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.25 1.75 2.00 2.00 0.00 1.66 2.89 0.45 0.00 0.00 0.00 Final Sat.: 0 3596 2804 3200 3200 0 2652 4633 714 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.14 0.14 0.09 0.14 0.00 0.32 0.26 0.29 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 215 15-335 Default Scenario Thu Nov 11, 2021 19:03:20 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.809 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 150 1660 120 240 990 550 770 990 200 40 630 60 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: 150 1660 120 240 990 550 770 990 200 40 630 60 Added Vol: 0 2 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 150 1662 120 240 991 550 770 990 200 40 630 60 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: 150 1662 120 240 991 550 770 990 200 40 630 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 1662 120 240 991 550 770 990 200 40 630 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: 150 1662 120 240 991 550 770 990 200 40 630 0 ---------------------------II---------------II---------------II---------------I 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 3993 807 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.26 0.08 0.15 0.15 0.34 0.24 0.25 0.25 0.01 0.13 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 216 15-336 Default Scenario Thu Nov 11, 2021 19:03:20 Page 11-1 Picerne Residential (1300 Bristol Street North) General Plan 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): 0.796 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 ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 50 1340 140 180 810 230 710 670 60 50 310 20 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: 50 1340 140 180 810 230 710 670 60 50 310 20 Added Vol: 0 0 0 0 1 0 2 1 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 1340 140 180 811 230 712 671 60 50 310 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: 50 1340 140 180 811 230 712 671 60 50 310 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 1340 140 180 811 230 712 671 60 50 310 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: 50 1340 140 180 811 230 712 671 60 50 310 20 ---------------------------II---------------II---------------II---------------I 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 3.12 0.88 1.49 1.39 0.12 1.00 1.88 0.12 Final Sat.: 1600 4800 1600 1600 4986 1414 2373 2228 199 1600 3006 194 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.28 0.09 0.11 0.16 0.16 0.30 0.30 0.30 0.03 0.10 0.10 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 217 15-337 Default Scenario Thu Nov 11, 2021 19:03:20 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.562 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 130 1460 580 60 670 190 40 170 60 170 180 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 130 1460 580 60 670 190 40 170 60 170 180 40 Added Vol: 0 0 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 130 1460 580 60 671 190 40 170 60 170 180 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 130 1460 580 60 671 190 40 170 60 170 180 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 1460 580 60 671 190 40 170 60 170 180 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 130 1460 580 60 671 190 40 170 60 170 180 40 ---------------------------II---------------II---------------II---------------I 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 1.48 0.52 2.00 0.82 0.18 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2365 835 3200 1309 291 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.30 0.36 0.04 0.14 0.12 0.03 0.07 0.07 0.05 0.14 0.14 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 218 15-338 Default Scenario Thu Nov 11, 2021 19:03:20 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.877 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 210 1890 600 130 570 130 670 1760 160 420 1120 170 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: 210 1890 600 130 570 130 670 1760 160 420 1120 170 Added Vol: 1 0 0 0 0 1 0 4 2 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 211 1890 600 130 570 131 670 1764 162 420 1121 170 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: 211 1890 600 130 570 0 670 1764 162 420 1121 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 1890 600 130 570 0 670 1764 162 420 1121 170 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: 211 1890 600 130 570 0 670 1764 162 420 1121 170 OvlAdjVol: 460 ---------------------------II---------------II---------------II---------------I 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 3.66 0.34 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5862 538 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.39 0.38 0.04 0.12 0.00 0.21 0.30 0.30 0.09 0.23 0.11 OvlAdjV/S: 0.29 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 219 15-339 Default Scenario Thu Nov 11, 2021 19:03:20 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 3680 210 60 2710 390 330 270 210 160 250 10 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: 390 3680 210 60 2710 390 330 270 210 160 250 10 Added Vol: 0 1 0 0 2 0 0 0 0 0 0 0 0: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 390 3681 210 60 2712 390 330 270 210 160 250 10 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: 390 3681 0 60 2712 390 330 270 0 160 250 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 390 3681 0 60 2712 390 330 270 0 160 250 10 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: 390 3681 0 60 2712 390 330 270 0 160 250 10 OvlAdjVol: 225 0 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.58 0.00 0.02 0.42 0.24 0.10 0.08 0.00 0.05 0.08 0.01 OvlAdjV/S: 0.14 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 220 15-340 Default Scenario Thu Nov 11, 2021 19:03:20 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.930 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 100 2030 320 700 1710 360 260 280 30 800 840 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 2030 320 700 1710 360 260 280 30 800 840 170 Added Vol: 0 4 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 2034 320 700 1711 360 260 280 30 800 840 170 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: 100 2034 320 700 1711 360 260 280 0 800 840 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 2034 320 700 1711 360 260 280 0 800 840 170 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: 100 2034 320 700 1711 360 260 280 0 800 840 170 ---------------------------II---------------II---------------II---------------I 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 3.46 0.54 2.00 2.48 0.52 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 5530 870 3200 3966 834 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.37 0.37 0.22 0.43 0.43 0.08 0.09 0.00 0.25 0.26 0.11 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 221 15-341 Default Scenario Thu Nov 11, 2021 19:03:20 Page 16-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.683 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: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 1140 3270 0 0 730 740 0 0 0 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: 1140 3270 0 0 730 740 0 0 0 0 0 0 Added Vol: 2 6 0 0 0 3 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1142 3276 0 0 730 743 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1142 3276 0 0 730 743 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1142 3276 0 0 730 743 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1142 3276 0 0 730 743 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.36 0.68 0.00 0.00 0.15 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 - 222 15-342 Default Scenario Thu Nov 11, 2021 19:03:20 Page 17-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) General Plan 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): 0.944 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 2100 60 0 700 0 2150 570 1020 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 2100 60 0 700 0 2150 570 1020 0 0 0 Added Vol: 0 1 0 0 0 0 7 2 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2101 60 0 700 0 2157 572 1022 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 2101 60 0 700 0 2157 572 1022 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2101 60 0 700 0 2157 572 1022 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 2101 60 0 700 0 2157 572 1022 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.86 0.14 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7778 222 0 6400 0 3200 1600 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.27 0.00 0.11 0.00 0.67 0.36 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 223 15-343 Default Scenario Thu Nov 11, 2021 19:03:20 Page 18-1 Picerne Residential (1300 Bristol Street North) General Plan With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.681 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 60 1620 240 130 1090 270 510 120 10 340 110 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 1620 240 130 1090 270 510 120 10 340 110 170 Added Vol: 0 1 0 0 2 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 1621 240 130 1092 270 510 120 10 340 110 170 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: 60 1621 240 130 1092 270 510 120 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 1621 240 130 1092 270 510 120 10 340 110 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: 60 1621 240 130 1092 270 510 120 10 340 110 0 ---------------------------II---------------II---------------II---------------I 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 1.62 0.38 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2590 610 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.34 0.15 0.04 0.23 0.17 0.20 0.20 0.01 0.11 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 224 15-344 Default Scenario Thu Nov 11, 2021 19:03:53 Page 6-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.949 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: E ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 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: 600 1700 0 0 1850 1270 0 0 0 540 2880 140 Added Vol: 0 0 0 0 0 0 0 0 0 1 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 600 1700 0 0 1850 1270 0 0 0 541 2882 140 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: 600 1700 0 0 1850 1270 0 0 0 541 2882 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 1700 0 0 1850 1270 0 0 0 541 2882 140 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: 600 1700 0 0 1850 1270 0 0 0 541 2882 140 ---------------------------II---------------II---------------II---------------I 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 3.81 0.19 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6104 296 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.35 0.00 0.00 0.29 0.26 0.00 0.00 0.00 0.34 0.47 0.47 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 225 15-345 Default Scenario Thu Nov 11, 2021 19:03:53 Page 7-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.775 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1770 410 310 2060 0 550 1420 630 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 1770 410 310 2060 0 550 1420 630 0 0 0 Added Vol: 0 0 1 0 1 0 0 3 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1770 411 310 2061 0 550 1423 630 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 1770 411 310 2061 0 550 1423 630 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1770 411 310 2061 0 550 1423 630 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 1770 411 310 2061 0 550 1423 630 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.06 0.94 1.00 3.00 0.00 1.12 2.88 2.00 0.00 0.00 0.00 Final Sat.: 0 6492 1508 1600 4800 0 1784 4616 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.27 0.19 0.43 0.00 0.31 0.31 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 226 15-346 Default Scenario Thu Nov 11, 2021 19:03:53 Page 8-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.812 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 180 600 0 0 830 1480 0 0 0 530 1730 160 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 600 0 0 830 1480 0 0 0 530 1730 160 Added Vol: 0 0 0 0 0 0 0 0 0 6 3 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 600 0 0 830 1480 0 0 0 536 1733 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 600 0 0 830 1480 0 0 0 536 1733 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 600 0 0 830 1480 0 0 0 536 1733 162 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 600 0 0 830 1480 0 0 0 536 1733 162 ---------------------------II---------------II---------------II---------------I 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 1.44 2.56 0.00 0.00 0.00 1.00 3.74 0.26 Final Sat.: 3200 3200 0 0 2300 4100 0 0 0 1600 5990 410 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.19 0.00 0.00 0.36 0.36 0.00 0.00 0.00 0.34 0.29 0.39 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 227 15-347 Default Scenario Thu Nov 11, 2021 19:03:53 Page 9-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.626 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 330 300 440 920 0 380 1490 130 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: 0 330 300 440 920 0 380 1490 130 0 0 0 Added Vol: 0 0 0 6 0 0 0 4 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 330 300 446 920 0 380 1494 130 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: 0 330 300 446 920 0 380 1494 130 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 330 300 446 920 0 380 1494 130 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: 0 330 300 446 920 0 380 1494 130 0 0 0 ---------------------------II---------------II---------------II---------------I 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 2.10 1.90 2.00 2.00 0.00 1.00 3.76 0.24 0.00 0.00 0.00 Final Sat.: 0 3352 3048 3200 3200 0 1600 6016 384 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.10 0.14 0.29 0.00 0.24 0.25 0.34 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 228 15-348 Default Scenario Thu Nov 11, 2021 19:03:53 Page 10-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 MacArthur Blvd (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.241 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 320 1520 80 150 1510 910 530 700 160 160 1470 190 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: 320 1520 80 150 1510 910 530 700 160 160 1470 190 Added Vol: 0 2 0 0 2 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 320 1522 80 150 1512 910 530 700 160 160 1470 190 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: 320 1522 80 150 1512 910 530 700 160 160 1470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 320 1522 80 150 1512 910 530 700 160 160 1470 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: 320 1522 80 150 1512 910 530 700 160 160 1470 0 ---------------------------II---------------II---------------II---------------I 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 2.44 0.56 2.00 3.00 1.00 Final Sat.: 1600 6400 1600 1600 6400 1600 3200 3907 893 3200 4800 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.24 0.05 0.09 0.24 0.57 0.17 0.18 0.18 0.05 0.31 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 229 15-349 Default Scenario Thu Nov 11, 2021 19:03:53 Page 11-1 Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 1.017 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II ---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 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: 180 1030 60 130 1280 390 460 480 70 150 1020 360 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: 180 1030 60 130 1280 390 460 480 70 150 1020 360 Added Vol: 0 0 0 0 2 0 2 1 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 1030 60 130 1282 390 462 481 70 150 1020 360 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: 180 1030 60 130 1282 390 462 481 70 150 1020 360 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 1030 60 130 1282 390 462 481 70 150 1020 360 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: 180 1030 60 130 1282 390 462 481 70 150 1020 360 ---------------------------II---------------II---------------II---------------I 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 3.07 0.93 1.37 1.42 0.21 1.00 1.48 0.52 Final Sat.: 1600 4800 1600 1600 4907 1493 2195 2275 330 1600 2365 835 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.21 0.04 0.08 0.26 0.26 0.21 0.21 0.21 0.09 0.43 0.43 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 230 15-350 Default Scenario Thu Nov 11, 2021 19:03:53 Page 12-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 MacArthur Blvd (NS) at Von Karman Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.683 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 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 50 960 180 110 1280 110 140 270 100 860 210 110 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: 50 960 180 110 1280 110 140 270 100 860 210 110 Added Vol: 0 0 0 0 2 0 0 0 0 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 960 180 110 1282 110 140 270 100 861 210 110 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: 50 960 180 110 1282 110 140 270 100 861 210 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 960 180 110 1282 110 140 270 100 861 210 110 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: 50 960 180 110 1282 110 140 270 100 861 210 110 ---------------------------II---------------II---------------II---------------I 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 1.46 0.54 2.00 0.66 0.34 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 2335 865 3200 1050 550 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.20 0.11 0.07 0.27 0.07 0.09 0.12 0.12 0.27 0.20 0.20 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 231 15-351 Default Scenario Thu Nov 11, 2021 19:03:53 Page 13-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.859 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 290 870 620 260 1600 560 240 1480 70 920 1570 180 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: 290 870 620 260 1600 560 240 1480 70 920 1570 180 Added Vol: 3 0 0 0 0 3 0 3 1 0 4 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 293 870 620 260 1600 563 240 1483 71 920 1574 180 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: 293 870 620 260 1600 0 240 1483 71 920 1574 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 870 620 260 1600 0 240 1483 71 920 1574 180 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: 293 870 620 260 1600 0 240 1483 71 920 1574 180 OvlAdjVol: 313 ---------------------------II---------------II---------------II---------------I 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 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6108 292 4800 4800 1600 ------------I---------------II---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.39 0.08 0.33 0.00 0.08 0.24 0.24 0.19 0.33 0.11 OvlAdjV/S: 0.20 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 232 15-352 Default Scenario Thu Nov 11, 2021 19:03:53 Page 14-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 MacArthur Blvd (NS) at Bison Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.792 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 260 2710 140 40 3090 480 330 210 100 220 400 50 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: 260 2710 140 40 3090 480 330 210 100 220 400 50 Added Vol: 0 2 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 260 2712 140 40 3091 480 330 210 100 220 400 50 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: 260 2712 0 40 3091 480 330 210 0 220 400 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 260 2712 0 40 3091 480 330 210 0 220 400 50 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: 260 2712 0 40 3091 480 330 210 0 220 400 50 OvlAdjVol: 315 30 ---------------------------II---------------II---------------II---------------I 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 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.42 0.00 0.01 0.48 0.30 0.10 0.07 0.00 0.07 0.13 0.03 OvlAdjV/S: 0.20 0.02 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 233 15-353 Default Scenario Thu Nov 11, 2021 19:03:53 Page 15-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Jamboree Dr (NS) at Campus Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 1.181 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: F ******************************************************************************** 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 160 1950 720 470 2660 260 610 850 30 360 650 530 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: 160 1950 720 470 2660 260 610 850 30 360 650 530 Added Vol: 0 3 0 0 4 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 160 1953 720 470 2664 260 610 850 30 360 650 530 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: 160 1953 720 470 2664 260 610 850 0 360 650 530 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1953 720 470 2664 260 610 850 0 360 650 530 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: 160 1953 720 470 2664 260 610 850 0 360 650 530 ---------------------------II---------------II---------------II---------------I 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 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3200 4800 1600 3200 4373 427 3200 3200 1600 3200 3200 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.45 0.15 0.61 0.61 0.19 0.27 0.00 0.11 0.20 0.33 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 234 15-354 Default Scenario Thu Nov 11, 2021 19:03:53 Page 16-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.611 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 Permitted Permitted Permitted Rights: Ignore 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 900 2620 0 0 1460 1040 0 0 0 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: 900 2620 0 0 1460 1040 0 0 0 0 0 0 Added Vol: 6 4 0 0 0 10 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 906 2624 0 0 1460 1050 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 906 2624 0 0 1460 1050 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 906 2624 0 0 1460 1050 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 906 2624 0 0 1460 1050 0 0 0 0 0 0 ---------------------------II---------------II---------------II---------------I 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 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.28 0.55 0.00 0.00 0.30 0.33 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 235 15-355 Default Scenario Thu Nov 11, 2021 19:03:53 Page 17-1 -------------------------------------------------------------------------------- Picerne Residential (1300 Bristol Street North) Gneral Plan 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): 0.869 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: 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 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 2360 110 0 1490 0 1180 1500 1010 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 2360 110 0 1490 0 1180 1500 1010 0 0 0 Added Vol: 0 2 0 0 0 0 8 1 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2362 110 0 1490 0 1188 1501 1011 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 2362 110 0 1490 0 1188 1501 1011 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2362 110 0 1490 0 1188 1501 1011 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 2362 110 0 1490 0 1188 1501 1011 0 0 0 ---------------------------II---------------II---------------II---------------I 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 4.78 0.22 0.00 4.00 0.00 1.33 1.67 2.00 0.00 0.00 0.00 Final Sat.: 0 7644 356 0 6400 0 2121 2679 3200 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.00 0.23 0.00 0.56 0.56 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 236 15-356 Default Scenario Thu Nov 11, 2021 19:03:53 Page 18-1 Picerne Residential (1300 Bristol Street North) Gneral Plan With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Jamboree Rd (NS) at Eastbluff Dr/University Ave (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.667 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 ------------ I --------------- II --------------- II --------------- II ---------------I 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: 50 1940 360 190 1920 390 200 110 10 340 110 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1940 360 190 1920 390 200 110 10 340 110 210 Added Vol: 0 2 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 1942 360 190 1921 390 200 110 10 340 110 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 50 1942 360 190 1921 390 200 110 10 340 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 1942 360 190 1921 390 200 110 10 340 110 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: 50 1942 360 190 1921 390 200 110 10 340 110 0 ---------------------------II---------------II---------------II---------------I 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 1.29 0.71 1.00 2.00 1.00 1.00 Final Sat.: 1600 4800 1600 3200 4800 1600 2065 1135 1600 3200 1600 1600 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.40 0.23 0.06 0.40 0.24 0.10 0.10 0.01 0.11 0.07 0.00 Crit Moves **** **** **** **** ******************************************************************************** Traffix 7.9.0215 (c) 2008 Dowling Assoc. Apx - 237 15-357 APPENDIX D APPROVED PROJECTS LIST AND CUMULATIVE PROJECTS Apx - 238 15-358 9/13/21, 2:21 PM 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 SO FT COMMERCIAL CENTER 82 971 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 0 981 Uptown Newport: Phase 1 - Trans Devel Rights (TDR) 5 982 Uptown Newport: Phase 2 Only 0 983 Residences at 4400 VK 0 https:Hstaff.newportbeachca.gov/Traffics/Home/Report Apx - 239 15-359 9/13/21, 2:21 PM Report - Traffics Approved Projects 80% Volume Summary Intersection Report Intersection (4155::: IRVINE AVE / CAMPUS DR BRISTOL ST) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 4 25 11 0 0 2 2 0 25 0 5 6 0 0 0 0 PM 23 11 14 0 0 4 19 0 11 0 10 4 0 0 0 0 Intersection (4160::: BRISTOL ST / BIRCH ST) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 8 27 6 0 0 5 3 8 19 0 0 0 6 0 0 0 PM 37 13 22 0 0 19 18 3 10 0 0 18 4 0 0 0 Intersection (4170::: JAMBOREE RD / BRISTOL ST) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 36 69 58 0 0 36 0 0 69 0 20 9 29 0 0 0 PM 90 30 152 0 0 90 0 0 30 0 109 7 36 0 0 0 Intersection (4172::: CAMPUS DR / BRISTOL ST N ) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 7 7 0 122 0 7 0 0 7 0 0 0 0 18 104 0 PM 14 4 0 62 0 14 0 0 4 0 0 0 0 7 55 0 https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 240 15-280 9/13/21, 2:21 PM Report - Traffics Approved Projects 80% Volume Summary Intersection Report Intersection (4175::: BRISTOL ST N / BIRCH ST) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 5 39 0 112 2 3 0 0 16 23 0 0 0 11 98 3 PM 19 18 0 59 8 11 0 0 8 10 0 0 0 6 49 4 Intersection (4190::: JAMBOREE RD / BRISTOL ST N ) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 58 168 0 0 7 34 17 0 69 99 0 0 0 0 0 0 PM 213 81 0 0 6 177 30 0 32 49 0 0 0 0 0 0 Intersection (4275::: JAMBOREE RD / MACARTHUR BLVD ) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 19 55 41 224 0 12 7 7 30 18 9 32 0 52 151 21 PM 81 48 178 107 0 27 54 24 12 12 14 164 0 23 71 13 Intersection (4285::: MACARTHUR BLVD / NEWPORT PLACE DR VON KARMAN AVE) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 38 39 0 16 0 32 6 0 39 0 0 0 0 16 0 0 PM 53 34 0 10 0 37 16 0 34 0 0 0 0 10 0 0 https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 241 15-381 9/13/21, 2:21 PM Report - Traffics Approved Projects 80% Volume Summary Intersection Report Intersection (4295::: BIRCH ST / MACARTHUR BLVD ) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 27 46 39 67 0 27 0 12 31 3 28 11 0 0 17 50 PM 30 94 29 41 0 30 0 52 40 2 14 15 0 0 14 27 Intersection (4300::: CAMPUS DR / MACARTHUR BLVD ) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 92 42 0 7 0 92 0 2 40 0 0 0 0 0 0 7 PM 61 86 0 4 0 61 0 8 78 0 0 0 0 0 0 4 Intersection (4305::: JAMBOREE RD / CAMPUS DR ) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 144 28 6 2 18 116 10 0 27 1 2 0 4 2 0 0 PM 71 119 21 10 10 56 5 0 117 2 1 0 20 10 0 0 Intersection (4765::: JAMBOREE RD / EASTBLUFF DR / UNIVERSITY DR) NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 46 96 0 0 0 42 4 0 96 0 0 0 0 0 0 0 PM 120 66 0 7 0 113 7 0 66 0 0 0 0 7 0 0 https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 242 15-382 9/13/21, 2:21 PM Report - Traffics Approved Projects 80% Volume Summary Intersection Report Intersection (4995::: BISON AVE / MACARTHUR BLVD ) 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 https://staff.newportbeachca.gov/Traffics/Home/Report Apx - 243 15-3&3 Cumulative (Pending) Projects List — September 2021 Projects of significant size to have a potential cumulative impact 1400 Bristol St 1400 Bristol St. North New: 37,515 SF medical office Medical Offices Existing: 37,515 SF general office Newport Beach 445 E. Coast Hwy New: Porsche Two-level 143,494 SF dealership with 37 service bays Existing: • Single story auto dealership The Garden 2902 W. Coast Hwy New: Restaurant 0 7,705 SF quality restaurant with 2,535 SF rooftop dining • 747 SF commercial Newport Village 2000/2200/2244 West Coast New: Hwy and North Parcel 2001-2241 West Coast Hwy 0 108 residential (apartments) DU • 55,280 SF office • 7,900 SF vehicle showroom South Parcel • 14 residential (condominiums) DU • 9,100 SF restaurant • 3,815 SF cafe/food service • 36,620 SF office • 2,000 SF boat office/rental • 10,750 SF boat showroom • 63 berths marina Existing: • Variety of retail, office, shipyard sales and marina Residences at 150 Newport Center Dr New: 28 residential (condominiums) DU Newport Center No traffic phasing ordinance Existing: Car wash study. 1300 Bristol St 1300 Bristol St North New: Residences 0 193 residential (apartments) DU Existing: • 33,292 SF general office Starbucks 2122 Bristol St South New: 2,565 SF coffee shop with drive-through Existing: 2,565 SF fast-food with drive-through Newport Coast See Staff for update. Last Update: 9/8/21 Apx - 244 15-364 Cumulative Projects List This list has three parts: Reasonably Foreseeable Projects, CIP (Capital Improvements Program) Reasonably Foreseeable Projects, and Approved Projects Reasonably Foreseeable Discretionary Projects with CEQA review or Traffic Study: Rev: 2021 -08 -16 -cc Project Proposed Land Uses/Project Location Determination/Status Discretionary Actions Project Description Planner A tentative parcel map, condominium Conditional Use Permit conversion, conditional use permit, No. UP2020-185 modification permit, and traffic study for Application submitted April 1, 2020. Condominium an office complex that comprises of two, Application continued by the Planning Conversion No. Bristol two-story buildings totaling 37,515 Commission June 3, 2021. CC2020-002 Medical Offices Medi e square feet. A modification permit is q p 1400 Bristol St. N. c Application incomplete due to Tentative Parcel Map David Lee required for the addition of 17 lift parking revisions required for the parking No. NP2020-003 spaces. A conditional use permit is p p study. • Modification Permit No. required since there is a 21 -space MD2021-002 parking deficit. Traffic Study No. TS2021-001 A coastal development permit, conditional use permit, and major site development review to demolish an Major Site Development existing, single story Porsche dealership Review SD2020-### and construct a new two-level, 143,494 Application submitted November 3, Coastal Development Newport Beach square -foot dealership building which 445 East Coast Highway 2020. Application incomplete due to Permit No. CD2020-### David Lee Porsche includes 37 service bays, show room, comments from City departments. Conditional Use Permit parts storage, offices, and parking. Parking is also proposed on the rooftop No. 202 of the building. The existing 3,961- (PA2020-319) 9) square -foot Bentley dealership is to remain. A coastal development permit to 215 Riverside Office demolish an existing restaurant/office Class 32 Exemption. Application on Conditional Use Permit and Parking building, and associated surface parking 215 Riverside Avenue appeal to California Coastal Coastal Development Makana Structure lot and to construct a new 41 -space two Commission. City Council approved Permit Nova (PA2019023) level parking structure and a 2,744- on May 12, 2020. square -foot office building. A coastal development permit, Coastal Development conditional use permit, traffic study, and Class 32 Exemption under Permit The Garden operator license for conversion of an preparation. Traffic study completed.■ Conditional Use Permit Makana Restaurant existing retail building for a new 7,705- 2902 West Coast Highway Parking management plan requested ■ Operator License Nova (PA2019-006) gross -square -foot fine restaurant and from applicant. No current application ■ Site development review 2,535 -square -foot roof top outdoor activity. Traffic Study dining terrace. F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 245 15-365 Rev: 2021 -08 -16 -cc Project Proposed Land Uses/Project Location Determination/Status Discretionary Actions Project Description Planner A coastal development permit, major site development review, tentative tract map, traffic study, and EIR for the demolition of all structures on-site (with the exception of Approval in Concept No. buildings at 2241 West Coast Highway 8001 and 2244 West Coast Highway) and the Coastal Coastal Development construction of 128,640 square feet of Permit No. CDe nonresidential uses (retail, vehicle/boat Application submitted on December Conditional Use Permit Permit sales, office and food service), 108 2200-2244 West Coast 4, 2017. Revised project plans p � p No. UP2017-032 Newport Village apartment units, 14 condominiums, and Highway and 2001-22241 West submitted on July 2020, deemed Site Development Review Liz (PA2017-253) subterranean/surface parking garages Coast Highway Newport Village incomplete by Staff September 2020. No.SD2017-011 Westmorel with 827 parking spaces. The project (former Ardell site) NOP and EIR Scoping meeting held Traffic Stud No. TS2018- Y and includes a new public walkway along the November of 2019. Draft EIR under 001 waterfront and marina improvements. The preparation. • act Map No. Tentative Tract maximum height of buildings on the north N parcel is 26 feet for a flat roof and 31 feet • Environmental Impact for a pitched roofline measured from Report No. ER2017-002 established grade. The maximum height of buildings on the south parcel is 35 feet for a flat roof measured from established grade. ■ Development Agreement No. DA2020-001 ■ General Plan Amendment No. GP2020-001 ■ Zoning Code Amendment Application submitted on 01/31/2020, No. CA2020-008 Residences at Demolition of existing carwash and deemed incomplete. DEIR review ■ Planned Community Liz Newport Center construction of 28 condominium units. No 150 New P ort Center Drive period ended June 14, 2021. Development Plan No. Westmore) traffic study (TPO Analysis) required. Planning Commission hearing PC2020-001 and scheduled August 19, 2021. ■ Major Site Development Review No. SD2020-001 ■ Tentative Tract Map No. NT2020-001 ■ Environmental Impact Report ER2021-002 • Site Development Demolition of existing office building, Review SD2021-003 construction of 193 apartments (24 low• Application submitted on June 30, Traffic Study 1300 Bristol income). The podium-style building 1300 North Bristol Street 2021. Deemed incomplete on July 29, •Affordable Housing Implementation Plan Rosalinh Ung/Chels Residences includes 5 levels of apartments, 1 level 2021. Addendum to 2006 General EIR Addendum ea Crager of at-grade parking garage, and 2 levels Plan EIR is anticipated. • Transfer of of subterranean parking. Development Rights 'UCI Construct new 350,000 sq. ft. hospital Approved January 2021. University of North Campus that will include emergency services, a UCI North Campus, West of Construction anticipated to be • EIR CA Lead Hospital Project 200,000 sq. ft. ambulatory care center, a Jamboree and Birch completed in 2025. • LRDP Amendment Agency central plant, and parking structure. 'UCI Replace buildings near the intersection Construction planned 2021 -2022. North Campus of Jamboree and Birch UCI North Campus, West of City of Newport Beach will review University of Child Health/Medical Street with 168 k GSF, 5-story Center Jamboree and Birch proposed restriping on Jamboree • IS/MND CA Lead Office for Child Health/Medical Office building within the City's boundaries. Agency and 800-space parking garage. • Use Permit Convert an existing fast-food restaurant • Parking Waiver Patrick Starbucks -Birch into a fast-food restaurant specializing in 2122 Bristol Street Applied 7/26/2021 • Traffic Study Achis beverages (Starbucks) F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 246 15-366 Rev: 2021 -08 -16 -cc --F Project Proposed Land Uses/Project Location Determination/status Discretionary Actions Project Description Planner *Not Located within the City of Newport Beach. AELUP: Airport Environs Land Use Plan; CDP: Coastal Development Permit; CUP: Conditional Use Permit; cy: cubic yards; DA: Development Agreement; DTSP: Downtown Specific Plan; EIR: Environmental Impact Report; FAA: Federal Aviation Administration; GPA: General Plan Amendment; gsf: gross square feet; HBGS: Huntington Beach Generating Station; 1- 405: Interstate 405 freeway; IBC: Irvine Business Complex; IS: Initial Study; ITC: Irvine Technology Center; LAFCO: Local Agency Formation Commission; LCP: Local Coastal Program; LRDP: Long Range Development Plan; MCAS: Marine Corps Air Station; MND: Mitigated Negative Declaration; ND: Negative Declaration; PA: Planning Area; PC: Planned Community; sf: square feet; SP: Specific Plan; SR -73: State Route 73; TDR: transfer of development rights; TPM: Tentative Parcel Map; TTM: Tentative Tract Map; VTTM: Vesting Tentative Tract Map; ZC: Zone Change F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 247 15-367 Discretionary Projects with CEQA review and Traffic Study Approved by the City and Percent Occupied: Rev: 2021 -08 -16 -cc Project Proposed Land Uses Location Determination/Status Discretionary Actions Project Planner Traffic Study Percent Occupied • Coastal Development Demolition of a 4,487 square foot Permit 2510 PCH boat sales and construct a new 2510 West Coast 0 Tentative Parcel Map Mixed -Use mixed-use development. Project includes a 5,096 square foot office Hwy 2530 West Coast Approved July 27, 2021 Conditional Use Permit Matthew Schneider No 0% Development and 36 dwelling units. 33 units will be Hwy • Major Site market rate and 3 will be affordable. Development Review • Planned Community Development Plan Amendment No. PD2020-001 • Site Development Application submitted on April Plan No. SD2020-006 21, 2020. Addendum to 2006 • Lot Line Adjustment Residences at 312 apartment units atop an 825- General Plan Program EIR is No. LA2020-002 4400 Von space parking structure, a separate 4400 Von Karman completed. Planning Commission recommended • Affordable Housing Implementation Plan Rosalinh Ung Yes 0 0% Karman 294 -space, free-standing parking Avenue approval of project on No. AAH2O20-003 (PA2020-061) structure, and one -acre public park. November 5, 2020. City • Traffic Study No. Council approved on January TS2020-001 26, 2021 • Development Agreement No DA2020-002 • Addendum No. ER2020-003 • General Plan General Plan amendment to re- 4341 Birch St Amendment No. designate 16 acres of Campus Tract 4401 Birch St GP2014-004 from Airport Office and Supporting 4320 Campus Dr • Code Amendment No. Uses (AO) to Mixed Use Horizontal 2 4340 Campus Dr CA2014-225 Newport (MU -H2) to allow for 329 replacement 4360 Campus Dr Planning Commission • Planned Community Airport Village dwelling units, a zoning code 4500 Campus Dr recommended approval Development Plan No. No 0% Mixed-use amendment to change the zoning 06/04/20. City Council PC2020-02 Jim Campbell (PA2014-225) district from Office Airport (OA) to 4540 Campus Dr approved 09/22/20. • Development Planned Community (PC) and 4570 Campus Dr Agreement No. approval of Planned Community 4600 Campus Dr DA2014-003 Development Plan and, approval of 4630 Campus Dr an Development Agreement. 4647 MacArthur EIR Addendum Blvd No. ER2020-02 Newport Site Development Crossings A Site Development Review for the Review No. (PA2017-107) development of a mixed-use 1701 Corinthian SD2017-004 residential project consisting of 350 Way, 4251, 4253 Application submitted on May rental units, 7,500 square feet of & 4255 Martingale 31, 2017. Draft EIR completed. Lot Line commercial use, and a 0.5 -acre Way, 4200, 4220 Approved by Planning Adjustment No. Jaime Murillo Yes 0% public park on a 5.7 -acre property & 4250 Scott Commission on February 21, LA2018-004 known as MacArthur Square. The 2019. Plan check submitted Affordable Housing application includes a request for Drive and 1660 11/17/20 and under review. Implementation density bonus and development Dove Street Plan No. AH2O18- incentive/waivers. 001 F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 248 15-368 Rev: 2021 -08 -16 -cc Project Proposed Land Uses Location Determination/Status Discretionary Actions Project Planner Traffic Study Percent Occupied City Council Upheld Planning Tentative Map No. Mesa Drive 1501 Mesa Dr. Commission Approval on NT2017-003 Liz Town Homes 8 -unit condominium 20462 Santa Ana August 18,2019. Class 32 Site Development No 0% (PA2017-218) Ave. CEQA Exemption. Project is in Review No. Westmoreland plan check. SD2017-008 ■ General Plan Amendment No. GP2018-003 ■ Planned Community Development Plan No. PC2018-001 Site Development General Plan amendment, Planned Community Development Plan Review No. amendment, development Project approved by City SD2018-003 Vivante Senior agreement, major site development 850 & 856 San , Council on September 10 Conditional Use ° Living review, conditional use permit, and Clemente Drive 2019. Projects issued on Permit No. Makana Nova No 0/° (PA2018-185) lot merger for 90 -units of senior October 1, 2020 and project is UP2018-019 housing and 27 -bed memory care in under construction. Lot Merger No. facility. LM2018-004 ■ Development Agreement No. DA2018-005 ■ Addendum to Environmental Impact Report No.ER2016-002 Building finaled and occupied in September of 2019. Building permits issued Jul. 2, 2018; ■ Minor Use Permit No. ENC Preschool Environmental Nature Center 745 Dover Drive PlanningCommission UP2015-020 Makana Nova Yes 100% (PA2015-079) Preschool Approved 01/21/2016. Class ■ Traffic Study No. 32 CEQA Exemption. Permits TS2015-001 finaled and school is operational. ■ Site Development Review No. SD2014- 005 The project includes the re- Application submitted on ■ Minor Use Permit No. subdivision of four lots into three lots 08/05/2014. UP2014-032 Birch Newport p for commercial development and for p 20350 & 20360 Application and Addendum to pp ■ Traffic Study No. Executive condominium purposes, and the Birch Street MND approved by Planning TS2014-006 Jaime Murillo Yes 100% Center construction of two, 2 -story medical (Formerly 20352 — Commission on 02/19/2015. (PA2014-121) office buildings totaling 64,000 20412 Birch St) Shell permits finaled in April ■ Parcel Map No. square feet in gross floor area and a 2017. 100% occupied June, NP2014-017 324 -space surface parking lot. 2019 ■ Addendum to Mitigated Negative Declaration (PA2006- 280) F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 249 15-369 Rev: 2021 -08 -16 -cc Project Proposed Land Uses Location Determination/Status Discretionary Actions Project Planner Traffic Study Percent Occupied The project includes a Tentative Tract Map application to subdivide a Application submitted on 4.7 -acre site for 83 residential lots 06/20/2014. and a Site Development Review An MND was prepared. The . Tentative Tract Map application for the construction of 83 project was approved and the No. NT2014-002 single -unit residences, private MND was adopted by the ■ Traffic Study No. streets, common open space, and Planning Commission on TS2014-007 Ebb Tide landscaping. The Planned 1560 Placentia August 6, 2015. Planned Development (PA2014-110) Community Development Plan is Drive Under construction. Initial 4 of Permit No. PL2015- Jim Campbell Yes 20% proposed to establish guidelines for 8 phases are complete and development of the project site occupied and the remaining 001 consistent with the General Plan. are under construction; . Mitigated Negative The Code Amendment is proposed to however, a construction defect Declaration No. amend the Zoning Map to change the has rendered the initial phases ND2015-002 Zoning District from Multiple -Unit uninhabitable. The developer Residential (RM) to Planned is correcting the issue. Community (PC). ■ General Plan Project construction is Amendment complete and occupied as of . Coastal Land Use November, 2020. Building Plan Amendment 3303 and 3355 permits issued Apr. 17, 2018. Zoning Code Request for the demolition of an Via Lido Discretionary applications are Lido Villas existing church and office building and still valid since tract map was Amendment Makana (DART) legislative approvals for the Generally bounded by Via submitted to Public Works for ■ Planned Community Nova/David Lee No 100% (PA2012-146) development of 23 attached three- recordation. Application Development Plan story townhome condominiums. Lido, Via Oporto, approved November 12, 2013. Site Development and Via Malaga. CLUP Amendment approved Review by CCC on March 12, 2014. CDP application Approved by IS/Mitigated Negative CCC on 10/09/2014. Declaration ■ Tentative Tract Map EIR, Tentative Tract Map, Traffic Study, and AHIP were approved by City Council on . PC Development Plan 2/26/2013. The PC Amendment and Development Plan and Adoption Uptown Development Agreement were • Tentative Tract Map Newport Development pment of 1,244 residential approved on 3/12/2013. North • Traffic Study (TPO) Mixed Use units and 11,500 sf. of commercial 4311 & 4321 and South Buildings have AHIP Chelsea Crager Yes 5% Development retail Jamboree Rd been completed with a total of • DA (PA2011-134 ) 366 market rate units and 92 • Airport Land Use affordable units. 1 -acre public park completed and occupied. Commission Plan check submitted for a 30- • Environmental Impact unit condominium Report development. Commercial component on hold. 10 Big Canyon Mitigated Negative Declaration for IS/MND approved 12/20/2011. (PA2010-092) rough grading for development of a 10 Big Canyon Project has not been IS/MND Makana Nova No 0% single-family residence. constructed. F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 250 15-370 Rev: 2021 -08 -16 -cc Project Proposed Land Uses Location Determination/Status Discretionary Actions Project Planner Traffic Study Percent Occupied Application approved by Planning Commission on 1/03/13. Staff Approval No. SA2013-015 (PA2013-245) approved December 10, 2013 and Staff Approval No. • Site Development SA2014-April 10, 2015 to allow Review Plaza Corona Development of 1,750 sf new office the reconstruction of Gallo's • Variance del Mar space and six (6) detached ig hwaEast Coast Highway Coast y and reduction of commercial . Conditional Use Makana Nova No 0% (PA2010-061) townhomes. scope. CEQA Class 32 Permit exemption. . Tentative Tract Map • Modification Permit Building permits for residential portion issued 03/17/2017. Commercial portion issued Feb. 1, 2018.Under construction. IS/MND and project approved on March 9, 2010. Modification Permit Old Newport Demolition of 3 existing buildings to 328, 332, and 340 Shell building completed ' Traffic Study ■ Use Permit GPA Project construct a new 25,000-sf medical Old Newport Blvd February 2020. GP Amendment Jaime Murillo Yes 0% (PA2008-047) office building. ' Mitigated Negative Medical office TI permitted Declaration February 19, 2021 and under construction. Hoag Memorial Hospital Presbyterian Master Plan Update Project (PA2007-073) ■ EIR ■ GP Amendment Reallocation of up to 225,000 sf of 1 Hoag Dr; Final EIR certified and project ■ Planned Community previously approved (but not northwest of West approved on May 13, 2008. No Development Plan constructed) square footage from the Coast Hwy and new major development has (PC) Text Amendment Jim Campbell Yes 0% Lower Campus to the Upper Newport Blvd been constructed or is planned ■ Development Campus. in the near future. Agreement Amendment ■ CDP (CCC) Residential development including 201-207 ■ EIR the following: (a) the demolition of the Carnation Ave Final EIR was certified and ■ GP Amendment existing residential structures on the and 101 Bayside project approved by the City ■ Coastal Land Use AERIE Project 1.4 -acre site; (b) the development of PI; southwest of on July 14, 2009. A CDP has Plan (CLUP) (PA2005-196) 8 residential condominium units; and Bayside Drive been approved by the Coastal Amendment Jim Campbell No 0% (c) the replacement, reconfiguration, between Bayside Commission. Project is under ■ Zone Change and expansion of the existing PI and Carnation construction with completion ■ Tract Map gangway platform, pier walkway, and Ave, Corona del anticipated by the end of 2020. ■ Modification Permit dock facilities on the site. Mar ■ CDP (CCC) F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 251 15-371 Rev: 2021 -08 -16 -cc Project Proposed Land Uses Location Determination/Status Discretionary Actions Project Planner Traffic Study Percent Occupied FEIR certified in February 2006. • Site Plan Review Vue Newport A mixed-use development consisting 2300 Newport Construction is 100% 0 Use Permit (PA2001-210) of 27 residential units and Boulevard completed. Tentative Tract Map Jim Campbell No ° 30/o approximately 36,000 square feet of Environmental Impact retail and office uses Leasing of the commercial and Report sales of the residential are slow • GP Amendment - Code Amendment An IS/MND was released for ' CUP Mariners' A 19,905-sf, two-story commercial public review on April 11, 2011. ' Variance Pointe building and a three-story parking 100 West Coast The MND was certified and the . Site Development Jaime Murillo Yes 100% (PA2010-114) structure. Highway project approved by the City Review Council on August 9, 2011. Last suite TI finaled on 3/18/20. • Traffic Study • Mitigated Negative Declaration Saint Mark Church complex with sanctuary, EIR was released for 45 day ■ GP Amendment Presbyterian fellowship hall, administration building public released on July 21, . PC Text Amendment Church and pre-school. Total square footage 2200 san Joaquin 2004. Project approved by City ■ Parcel Map Gregg Ramirez Yes ° 77/° (PA2003-085) is 33,867 square feet. Hills Road Council October 12, 2004. Pre - Use Permit school not entirely constructed. . Traffic Study (TPO) ■ EIR Site Development Review, Tentative Tract Map, and Modification Permit to allow the demolition of an existing 114-unit residential apartment complex and redevelopment of the site with a new 92-unit residential Site Development condominium complex. The Review No. SD2017- Mariners' application includes a request to 1244 Irvine Approved. Under construction 010 Square establish grade and allow the Avenue Tentative Tract Map Chelsea Crager Yes 0% (PA2017-248) residential units facing Irvine Avenue No. NT2017-0 to encroach 2 feet into the 20-foot Modification Permit No. front setback with portions of the MD2017-009 upper levels for architectural relief and articulation. General Plan Amendment, Planned • General Plan Harbor Pointe Community Text Amendment, Amendment No. Senior Living Conditional Use Permit, and Major GP2015-004 (PA2015-210) Site Development Review for a new Scoping meeting held on ■ Planned Community approximately 85,000-square-foot August 15, 2016. Project being Text Amendment No. convalescent and congregate care revisited and redesigned by PD2015-005 facility with 121 beds (about 101 care 101 Bayview applicant/developer. EIR Site Development units). As proposed, the facility will be Place preparation on hold as of June Benjamin Zdeba No ° 0/° developed with one level of 8, 2017. Approved by Planning Review No. SD2015- subterranean parking and four levels Commission on Dec. 6, 2018. 007 of living area. The project site is Approved by City Council on ■ Conditional Use currently developed with a single- Feb. 12, 2019. Permit No. UP2015- story restaurant and supporting 047 surface parking area. ■ Mitigated Negative Declaration F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 252 15-372 Rev: 2021 -08 -16 -cc Project Proposed Land Uses Location Determination/Status Discretionary Actions Project Planner Traffic Study Percent Occupied ■ General Plan Amendment, Coastal Request for legislative approvals to The project was approved by Land Use Plan accommodate the future City Council on February 11, Amendment, Code redevelopment of a portion of the 300 E. Coast 2014. The Coastal Land Use Amendment, Planned property with a mixed-use waterfront Highway Plan Amendment for the Community project. The Planned Community Generally located project was approved by the Development Plan, Lot Back Bay Development Plan would allow for the at the California Coastal Commission Line Adjustment, Landing development of a new enclosed dry northwesterly on December 10, 2015. Traffic Study, and Jaime Murillo Yes 0% (PA2011-216) stack boat storage facility for 140 corner of east Site Development Review and Environmental Impact boats, 61,534 square feet of visitor- Coast Highway Coastal Development Permit Report — approved serving retail and recreational marine and Bayside Drive application stalled due to ■ CLUP Amendment facilities, and up to 49 attached adjacent OCSD Pump Station approved residential units. Project that may impact project ■ Site Development area. Review & Coastal Development Permit required City of Newport Beach Public Access IS/MND was approved by City and Transient Docks and Expansion Council on November 25, ■ IS/MND Balboa Marina of Balboa Marina 2014. SDR and CUP were ■ Site Development Expansion 201Eapproved Coast by the City in Review (PA2012-103) 24 boat slips Highway Hi Hgay February 2016. The CDP was ■ Conditional Use Jaime Murillo Yes 0% (PA2015-113) 14,252 SF restaurant approved by the CCC in Permit . 664 SF marina restroom February 2017. ■ CDP (Coastal Commission) Plan check never submitted. A conditional use permit, minor site development review, tentative tract ■ Coastal Development map, and coastal development permit Permit No. CD2017- to demolish an existing 9,962 -square- Planning Commission 025 foot commercial building and approved on July 20, 2019. Site Development and Ullman Sail construct a new mixed-use structure 410 and 412 29th Class 32 CEQA Exemption. Use Permit No . Lofts with 694 square feet of retail floor area Street Project is under construction SD2017-003, Makana Nova No ° 0/° PA2017-059 ( ) and one 2,347 square foot dwelling q g with building permits issued ■ Conditional Use Permit unit on Lot 17 and construct three September 1, 2020. No. UP2017-005 residential dwelling units ranging from ■ Tract Map No. NT2017- 2,484 square feet to 2,515 square feet 001 (County Tentative over Lots 18 and 19. Parcel Map No. 18108) ■ IS/MND ■ General Plan Demolition of existing tennis and golf The project was approved by Amendment clubhouses to construct a new 3,735 the City Council on ■ Planned Community Newport sf tennis clubhouse and 35,000 sf golf CDP effective Development Plan Beach Country clubhouse. Included in the project are through No r through November 20, 2021. . Development Club -Tennis 27 short-term visitor -serving units East Coast Building permits have expired Agreement Club Site (bungalows); a bungalow spa/fitness Hghway Highway i and a new plan check is . Limited Term Permit Makana Nova No 0% (PA2005-140) area and concierge and guest required for the project. . Conditional Use Permit PA2016-124 ( ) meetingfacilities; and five single- g Tentative tract map has been ■ Site Development (PA2017-091) family residential dwelling units submitted to the City Engineer Review (villas). for review. Coastal Development Permit ■ Tentative Parcel Map ■ Tentative Tract Map AELUP: Airport Environs Land Use Plan; CDP: Coastal Development Permit; CUP: Conditional Use Permit; cy: cubic yards; DA: Development Agreement; DTSP: Downtown Specific Plan; EIR: Environmental Impact Report; FAA: Federal Aviation Administration; GPA: General Plan Amendment; gsf: gross square feet; HBGS: Huntington Beach Generating Station; 1-405: Interstate 405 freeway; IBC: Irvine Business Complex; IS: Initial Study; ITC: Irvine Technology Center; LAFCO: Local Agency Formation Commission; LCP: Local Coastal Program; MCAS: Marine Corps Air Station; MND: Mitigated Negative Declaration; ND: Negative Declaration; PA: Planning Area; PC: Planned Community; sf: square feet; SP: Specific Plan; SR -73: State Route 73; TDR: transfer of development rights; TPM: Tentative Parcel Map; TTM: Tentative Tract Map; VTTM: Vesting Tentative Tract Map; ZC: Zone Change F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 253 15-373 CIP Projects with CEQA review: Rev: 2021 -08 -16 -cc Project Proposed Land Uses/Project Location Determination/Status Discretionary Actions Project Description Planner Makana Project initiated in 2019. EIR, Nova and Confined Aquatic An EIR for harbor dredging and safe Lower Newport Harbor NOA/NOC, and public comment Focused EIR Jaime Disposal (CAD) and disposal of unsuitable materials in a between Lido Isle and Bay period 12-04-20 to 01-20-21. Harbor Capital Improvement Murillo Harbor Dredging confined aquatic disposal facility within Island. Commission recommended approval Program, City Council Newport Harbor. to CC on 04-14-21. City Council approved 05-25-21. Chris Miller Class 32 exemption. Conceptual CDP to CCC Makana New square -foot Junior Lifeguard project plans have been prepared. PBR recommendation to Nova Junior Lifeguard ng an d recreation event center. building an Balboa Village Parking Lot City Council approved March 9,2021. City Council Application submitted to CCC, review ■ Class 32 exemption Peter in progress. (TBD) Tauscher Chelsea Class 32 Exemption Class 32 Exempt CDP and Site Crager Fire Station New fire station 2807 Newport Blvd Plan check approved. Under Development Review for construction. Peter increased height — to PC Tauscher ■ Waiver of Development MND NOD to County Clerk Standards Chelsea Sunset Ridge Park Pedestrian and Bicycle Bridge across 11/21/2020 Adopt MND Crager Bridge and parking Superior Ave, parking lot, and recreation 4850 W Coast Hwy CDP application submitted, included ■ CDP to ZA lot area addendum to MND ■ Amendment of Park Andy Tran CDP to CCC Big Canyon Coastal Final MND adopted on January 29, Makana Nova Habitat Restoration A mitigated negative declaration for 2019. CDP approved by Coastal and Adaptation Phase 2A of habitat restoration at an 1900 Back Bay Drive Commission on September 11, 2019. ' Mitigated Negative Plan -Phase 2A 11.3 -acre site located at the mouth of Project underway. Planning work Declaration Bob Stein, (PA2018-078) Big Canyon. and feasibility studies for Phase Public 26/2C have begun. Works Benjamin Zdeba Little Corona Final MND adopted on March 22, ' Mitigated Negative Infiltration (PA2015- Installation of a diversion and infiltration Little Corona Beach 2016. Project is on hold due to Declaration John 096) (15X14) device on a public beach area. difficulties presented at Coastal ■ Capital Improvement Kappeler, Commission review. Program, City Council Public Works Widens the westbound side of West . IS/Negative Declaration Coast Highway at Old Newport . Capital Improvement Old Newport p Boulevard to accommodate a third Consultant was selected for project Program, City Council Patrick Blvd./West Coast through lane, a right turn pocket and a Intersection of Old Newport design in March of 2016. Negative Arciniega, Hwy Widening bike lane. Realignment of Old Newport Boulevard and West Coast Declaration draft is completed. City is Public (15R19) Boulevard maximizes the right turn Highway requesting lead agency status from Works pocket storage length and improves Cal Trans. roadway geometrics. F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 254 15-374 Rev: 2021 -08 -16 -cc Project Proposed Land Uses/Project Location Determination/Status Discretionary Actions Project Description Planner Arches drain outlet is the endpoint for . Capital Improvement two large storm drains that collect and Program, City Council deliver runoff from neighboring areas to Newport Harbor. The west storm drain collects runoff from Hoag Hospital and Arches Storm Drain areas upstream and the east storm Project initiated in 2015. CEQA John Diversion drain runs along Old Newport Newport Boulevard north of determination TBD (exemption?). Kappeler, (16X11) Boulevard and into Costa Mesa Coast Highway Anticipated project start date, Public upstream of 15th Street. A conceptual September 2016. Works plan to divert dry weather flows from these two subwatersheds to the sanitary sewer system has been prepared. Restores a drainage reach subject to City Council authorized project in . Capital Improvement John Bayview Heights erosion and creates a wetland at the Headlands area of Upper Bay May of 2015. Agency permit Program, City Council Kappeler, Drainage Treatment end of the reach to benefit downstream of Mesa Drive applications were submitted March of Public (15X11) environmental water quality. 2016. CEQA determination TBD (exemption?) Works Divert about one third of the dry- . Mitigated Negative weather flow from the creek into a Declaration bioreactor. The bioreactor strips . Capital Improvement selenium and other impurities from the Program, City Council flow. Clean flow is returned to the creek Big Canyon Rehab to reduce the concentration of pollutants within the stream by 30-35 Big Canyon, downstream of Resource agency applications John Kappeler, Project percent. Storm flows from Jamboree Jamboree Road and south of submitted March of 2016. Draft MND Public (15X12) Road also will be directed to the top Big Canyon Creek issued for public comment March 4, 2016. Works level of this bioreactor/wetlands to strip roadway pollutants from the flow before the flow rejoins the creek. Partial streambed and canyon restoration are components of this project. • Capital Improvement Patrick Bay Crossings Replaces deteriorating water Program, City Council Arciniega, Water Main transmission mains pursuant to the Newport Harbor A consultant has been selected for Public Replacement Water Master Plan and Bay Crossing the project design. CEQA TBD Works (16W12) Water Transmission Study. • SLUR Amendment Peter • Zoning Exemptions Tauscher, Construct an 8-10k square foot Central Library Avocado Y near An architect has been selected for • Funding Agreement . CEQA Categorical Public Works Libra Lecture Hall Library auditorium with approximately 275 pp y Avenue and Bamboo the project design. Design process ongoing. Public Hearings anticipated Exemptions seats at the Central Library Site Courtyard fall 2021. Liz Westmorel and F:\Users\CDD\Shared\Ad min\Planning_Division\CEQA\Cumulative_Project_List\cu mulative_projects_current.docx Apx - 255 15-375 CURRENT DISCRETIONARY PROJECTS UNDER REVIEW Submittal Date File # PA Project Description Schedule Decision Maker Planner 2602 McGaw Avenue 9/16/2021 00849561 -PPA 36 Traffic Study SOW for new IBC residential project to replace Blue Bay Condos TBD 18582 Teller 8/23/2021 00850007 -PPA 36 Pre -Application review of Access Study for last -mile warehouse/distribution facility TBD 9800 Muirlands 8/23/2021 00849986 -PPA 35 Pre -Application review to answer questions TBD 16200 Sand Canyon 8/18/2021 00849853 -PPA i3 Pre -Application to review gate stacking analysis leading to Hoag Hospital Irvine TBD temporary parking lot 15 Mason 8/9/2021 00848675 -PAR 35 Administrative Relief for parking due to low percentage of usable space TBD 8/5/2021 00848383-PMPC 51 Minor Modification to Diamond Jamboree for expansion of Coco Ichibanya restaurant TBD 1 Magazine Road 8/5/2021 00848855 -PPA 51 IUP for green waste composting and grinding facility 15215 Barranca Parkway TBD Staff Stacy Tran Staff Stacy Tran Staff Stephanie Frady Staff Hernan DeSantos ZA Victor Mendez Staff Ann Wuu Staff Sherman Jones Monday, August 23, 2021 Page 1 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 256 15-376 Submittal Date File # PA Project Description Schedule Decision Maker Planner 7/30/2021 00848382-PSSM 32 Minor modification to sign program for Irvine Station TBD Staff Sherman Jones 16200 Sand Canyon 7/30/2021 00847699 -PTP 13 Tentative Parcel Map 2021-136 to create two parcels TBD SC Hernan DeSantos 16542 Millikan 7/23/2021 00847594-PCPM 36 3 year extension to 00740304-PCPU TBD Staff Stephanie Frady Northpark Plaza 7/22/2021 00847725-PCPM 4 New drive-through restaurant pad building for KFC TBD ZA Victor Mendez Lots 186, 187 & 333 of Tr 18165 7/20/2021 00847457 -PMP 51 Master Plan for Corner Building in District 5 North TBD PC Victor Mendez County 100 Acres 7/19/2021 00844631 -PPA 51 Interim Use Permit for Harvest Landscape TBD Staff Sherman Jones Rise District 5 North Park 4 7/19/2021 00847430-PPK 51 Modification No. 4 to Rise Private Park Plan TBD Staff Victor Mendez 3600 Walnut 7/14/2021 00846964-PSSM 10 Minor modifiction to approved sign program for college park monument sign TBD Staff Ann Wuu VTTM 19016 Monday, August 23, 2021 Page 2 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 257 15-377 Submittal Date File # PA Project Description Schedule Decision Maker Planner 7/14/2021 00846953 -PMP 6 Master Plan for VTTM 19016 TBD PC Stephanie Frady 4600 Barranca Parkway 7/12/2021 00846707-PCPM 15 CUP to convert former Barnes & Noble and Ruby's Diner to childcare at Woodbridge TBD PC Sherman Jones Town Center VTTM 19162 7/9/2021 00846598 -PTT 6 VTTM 19162 to cover a portion of VTTM 19131 in Neighborhood 5B TBD SC, PC Stephanie Frady 7/9/2021 00846599 -PMP 6 Master Plan for VTTM 19162 TBD PC Stephanie Frady Orange County Metrolink Facility 7/8/2021 00846471-PCPU 51 CUP for Orange County Metrolink Maintenance Facility TBD PC Victor Mendez Tract 18136 (Lot 7 of Tr 18087) 7/8/2021 00846396 -PMP 6 Master Plan for Tract 18136 TBD PC Stephanie Frady 79 Technology Drive 7/6/2021 00846061-PCPU 32 Use half of building for commercial pickleball courts TBD PC Heman DeSantos Five Point Gateway 6/25/2021 00845528 -PPA 51 Change street names within the FivePoint Gateway Campus TBD Staff Victor Mendez Ridge Valley and Marine Way, NWC Monday, August 23, 2021 Page 3 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 258 15-378 Submittal Date File # PA Project Description Schedule Decision Maker Planner 6/22/2021 00844668-PCLE 40 Peer review of environmental document TBD PC/Cc Stacy Tran 6000 Irvine Center Drive 6/16/2021 00844685-PCPM 12 Conditional Use Permit Time Extension for temporary building at Voyagers Bible Church 09/08/2021 ZA Hernan Desantos in PA 12. 13490 Jamboree Road 6/10/2021 00844305-PCPM 4 Conditional Use Permit Modification to remodel/update interior spaces including the TBD Staff Ann Wuu dining area, kitchen and drive-thru service area for Chick-Fil-A, Jamboree Market Place. 1 Edwards Way 6/8/2021 00843646-PMPC 36 Master Plan Modification to add a new 80,000 sf office/manufacturing building at 1 TBD Staff Stacy Tran Edwards Way in Planning Area 36. 5001 Newport Coast Drive 6/4/2021 00843379-PCPM 27 Master Plan Modification for on-site improvements to the Mariners Church Campus in PA TBD Staff Sherman Jones 27. 2525 McGaw Avenue 6/3/2021 00843710-PCPM 36 Conditional Use Permit Modification for B. Braun for on-site storage containers TBD ZA Sherman Jones temporarily housing equipment and materials during construction in PA 36. 17875 Von Karman 6/1/2021 00843590-PSSM 36 Minor Modification to the Intersect Campus Sign Program TBD Staff Calvin Mingione 2963 Michelson Drive 6/1/2021 00843580-PABC 36 ABC License (Type 21) for beer, wine and liquor sales for off-site consumption at TBA ZA John Van Der Wall Mother's Market, 2963 Michelson Drive E-1 in Planning Area 36. 4330 Barranca Monday, August 23, 2021 Page 4 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 259 15-379 Submittal Date File # PA Project Description Schedule Decision Maker Planner 5/28/2021 00841902-PSSM 15 Sign Program Modifications TBD Staff Calvin Mingione 6894 Marine Way 5/24/2021 00842193-PCPM 40 Conditional Use Permit Extension for 00510068-PCPM to allow Metrolink's utility TBA Staff Victor Mendez building to remain for two years in PA 40. 17662 Armstrong Avenue 5/17/2021 00842561-PSSM 36 Sign Program Modification for Element Hotel in PA 36. TBA Staff Catherine Powers 4445 Alton Parkway 5/13/2021 00842298 -PSS 15 Sign Program with Administrative Relief the the Shepherd's Grove Church in PA 15. TBD ZA Sherman Jones 2801 Main Street 5/11/2021 00842147-PCPM 36 Minor revisions to building and recreation improvements (no change to park credits) TBD Staff Sherman Jones 1910 Main Street 5/7/2021 00841915-PCPM 36 Conditional Use Permit for Sol Mexican Cocina TBD Staff Calvin Mingione 4010 Barranca Parkway #220 5/7/2021 00841571 -PAR 15 Administrative Relief from parking requirements at Centerstone Plaza in PA 15. TBD ZA Katie Berg -Curtis 18007 Von Karman Avenue 5/4/2021 00841600-PMPC 36 Master Plan Modification for a 600 sf kitchen expansion at Lakeshore Towers, 18007 Von TBD Staff Catherine Lundberg Karman Avenue, in Planning Area 36. 9501 Research Monday, August 23, 2021 Page 5 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 260 15-380 Submittal Date File # PA Project Description Schedule Decision Maker Planner 5/3/2021 00841230 -PSS 34 Sign Program Modification to update the Carmax sign program in PA 34. TBD PC Sherman Jones 184 Technology Drive 4/28/2021 00841098 -PPA 32 Pre -Application to review AT&T right-of-way wireless installation at 184 Technology TBA Staff Victor Mendez Drive in PA 32.. Planning Area 39 4/27/2021 00840832 -PMP 39 Master Plan Modification #1 for development of 845 apartment units in Tract 18132 of TBD PC Stacy Tran Los Olivos, Phase II, in Planning Area 39 (Los Olivos). Planning Area 39 4/26/2021 00840850-PPK 39 Park Plan Modification to re -calculate park requirements for additional residential TBD CSC, PC Stacy Tran dwelling units in PA 39. 100 Shady Canyon Drive 4/8/2021 00839171-PCPM 22 Conditional Use Permit Modification for AT&T to add a back-up power generator at the TBA Staff Victor Mendez Shady Canyon Golf Club in Planning Area 22. 5500 Irvine Center Drive 4/6/2021 00839179 -PPA 12 Pre -application to study the addition of a right out driveway from Irvine Valley College to TBD Staff Ann Wuu Irvine Center Drive. 7400 Marine Way RV Storage Depot (PA 51) 4/6/2021 00839476 -PPA 51 Interim Use Permit for 5 -years for an RV Storage Depot on the 20 -acre County parcel in TBD Staff Catherine Lundberg PA 51. 17875 Von Karman 4/5/2021 00839442-PCPM 36 Conditional Use Permit for a restaurant with TDR at the Intersect Campus Office TBD ZA Stacy Tran Complex, 17875 Von Karman in Planning Area 36. 5 Ethel Coplen Way Monday, August 23, 2021 Page 6 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 261 15-381 Submittal Date File # PA Project Description Schedule Decision Maker Planner 3/30/2021 00839164 -PPA 19 Pre -Application for Traffic Study Scope of Work for an Assisted Living Facility at Ethel TBD Staff Stephanie Frady Coplen Way. 43 Auto Center Dr. 3/16/2021 00838083-PMPC 35 Minor Modification to Master Plan for Tuttle -Click Ford at 43 Auto Center Dr. in TBD Staff Hernan DeSantos Planning Area 35. 4 & 6 Venture 3/11/2021 00837786-PMPC 33 Master Plan Modification to convert parking spaces into an outdoor courtyard between TBD Staff Calvin Mingione two existing buildings 30 Auto Center Drive 3/8/2021 00837545-PZC 35 Zoning Code Amendment to extend the 3 -year pilot program for 3 years to allow off-site 6/17/2021 PC, CC Catherine Lundberg advertising (5 -year pilot program) on the Irvine Auto Center Electronic message sign at 30 Auto Center Drive in Planning Area 35. 7755 Irvine Center Drive 3/8/2021 00837524-PMPC 33 Master Plan Modification for parking lot and landscaping improvements for Merchsource TBD Staff Ann Wuu at 7755 Irvine Center Drive in PA 33. 38 Thomas 3/6/2021 00837320-PCPM 35 Conditional Use Permit to establish a car leasing business in an existing tenant space TBD ZA Katie Berg -Curtis 3900 Michelson 3/4/2021 00837149-PCPM 19 Conditional Use Permit to allow permanent tent structure on the Congregation Beth TBA ZA Victor Mendez Jacobs facility in Planning Area 19 15310 Barranca Parkway 3/3/2021 00837091 -PPA 32 Pre -App for parking easement/agreement for multi -tenant office complex (Lakeview TBD Staff Sherman Jones Business Center) in PA 32. Planning Area 39 Monday, August 23, 2021 Page 7 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 262 15-382 Submittal Date File # PA Project Description Schedule Decision Maker Planner 2/12/2021 00833176-PCLE 39 Environmental Review for GPA/ZC to increase the residential unit cap by 330 units in PA TBD CC, PC Stacy Tran 39. 52 Discovery 1/26/2021 00834474-PCPM 31 Minor Modification for Masimo to add 6,680 sf of laboratory space TBD Staff Calvin Mingione 17802 Gillette 1/20/2021 00834134-PCPM 36 Conditional Use Permit for Next Gen Pharmaceuticals to add storage containers in TBD ZA Katie Berg -Curtis Planning Area 36. 9740 Irvine Boulevard 1/20/2021 00834128-PMPC 35 Minor Modification to replace a two-story office building with a light industrial building at 9740 Irvine Boulevard in PA 35. Sand Canyon and Great Park Boulevard 1/20/2021 00834204-PZC 40 Zoning Code Amendment to allow residential uses at the SE corner of Sand Canyon and Great Park Blvd. in PA 40. 1/20/2021 00834207 -PGA 40 General Plan Amendment to allow residential uses at the SE corner of Sand Canyon and Great Park Blvd. in PA 40. 13200 Jamboree Road 1/15/2021 00833642-PCLE 4 Environmental Review to analyze the proposed increase in development potential in PA 4. Planning Area 39 1/14/2021 00832948-PZC 39 To increase residential unit cap by 330 units TBA Staff Victor Mendez TBD PC, CC Stephanie Frady TBD PC, CC Stephanie Frady TBD PC, CC Ann Wuu TBD PC, CC Stacy Tran Monday, August 23, 2021 Page 8 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 263 15-383 Submittal Date File # PA Project Description Schedule Decision Maker Planner 1/14/2021 00832947 -GPA 39 General Plan Amendment to increase the residential unit cap by 330 units in PA 39. TBD CC, PC Stacy Tran 13200 Jamboree Road 1/12/2021 00833433 -PGA 4 General Plan Amendment to increase development potential in PA 4. TBD PC, CC Ann Wuu 1/12/2021 00833516-PZC 4 Zoning Code Amendment to increase development potential in PA 4. TBD PC, CC Ann Wuu 13200 Jamboree Road 1/11/2021 00833528-PMPC 4 Master Plan Modification to expand the Target Store at 13200 Jamboree Road in PA 4. TBD PC Ann Wuu 18001 Von Karman Avenue 12/18/2020 00832529-PMPC 36 Master Plan Modification to convert 2,500 sf of accessory retail to restaurant use at TBD Staff Katie Berg -Curtis Lakeshore Towers 1562 Reynolds Avenue 12/7/2020 00831532 -PTP 36 Tentative Parcel Map No. 2020-176 non residential condominium subdivision of building TBD SC Victor Mendez addressed as 1562 Reynolds Avenue and 17475 Gillette Avenue 18881 Von Karman, Suite 900 11/23/2020 00830587-PCPM 36 Conditional Use Permit to establish the Futures Academy (private school) in the TBD ZA Hernan DeSantos Waterfield Tower in Planning Area 36. Great Park Neighborhoods 11/17/2020 00830360-PSSM 51 Sign Program Modification for Great Park Neighborhoods in PA 51. TBD Staff Sherman Jones 2801 Business Center Drive Monday, August 23, 2021 Page 9 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 264 15-384 Submittal Date File # PA Project Description Schedule Decision Maker Planner 10/28/2020 00828942 -PPA 36 Pre -application for an ADT Waiver a Certified Nursing School at 2801 Business Center TBA Staff Lynnae Guzman 5500 Irvine Center Drive Drive, Suite 215, in PA 36. 19722 and 19732 MacArthur 12 Sign Program Modification for monument signs for Irvine Valley College. TBD Staff Ann Wuu 10/21/2020 00827260 -PPA 36 Square footage reconciliation for 19722 and 19732 MacArthur in Planning Area 36. TBD Staff Katie Berg -Curtis 16811 Hale Ave 31 Sign Program for Knowlwood's restaurant at 14952 Sand Canyon in Old Town Irvine. TBD PC Sherman Jones 10/8/2020 00827775-PCPM 36 Conditional Use Permit to establish a medical office at 16811 Hale Ave. in the IBC. TBD ZA Ann Wuu Modjeska and Walking Stick 10/2/2020 00826525-PWCF 6 Wireless Communications Facility to install a mono -pine (AT&T) along Modjeska in PA TBD Staff Ann Wuu 6. 5500 Irvine Center Drive 10/1/2020 00827506 -PSS 12 Sign Program Modification for monument signs for Irvine Valley College. TBD Staff Ann Wuu 14952 Sand Canyon 9/8/2020 00825614 -PSS 31 Sign Program for Knowlwood's restaurant at 14952 Sand Canyon in Old Town Irvine. TBD PC Sherman Jones Orchard Hills Dr 8/28/2020 00824692 -PPD 1 Park Design for Park 2 (Lot 523), District 4 TBA Staff Stephanie Frady 8/28/2020 00824643 -PPD 1 Park Design for Park 1 (Lot 522), District 4 TBA CSC Stephanie Frady Ridge Valley and Marine Way, NWC Monday, August 23, 2021 Page 10 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 265 15-385 Submittal Date File # PA Project Description Schedule Decision Maker Planner 8/13/2020 00823932 -PTP 40 Vesting Tentative Parcel Map 2020-137 to subdivide 3 parcels into 5 parcels in PA 40. TBD SC Stacy Tran 1800 Elements Way 8/12/2020 00823937 -PPD 36 Park Design Modification for Elements Publically Accessible Park TBD Staff Calvin Mingione SR -133 and Technology 8/12/2020 00823880 -PPA 51 Pre -application for Metrolink Railroad Maintenance Facility TBA PC Victor Mendez 17861 Von Karman 8/5/2020 00823476-PCPU 36 Condtional Use Permit for two retail suites with drive thru with AR for landscaping 9/22/2021 TC, ZA Hernan DeSantos 16751 Noyes Avenue 7/23/2020 00821827-PCPM 36 Conditional Use Permit to establish an automotive repair business in a 10,309 sf suite TBD PC Calvin Mingione 38 Thomas 7/21/2020 00822619-PCPM 35 Conditional Use Permit to establish a car sales business in an existing tenant space in TBA Staff Calvin Minigione Planning Area 35. 1851 Reynolds 7/17/2020 00822316-PCPM 36 Conditional Use Permit for the Mandir Cultural Center. TBA ZA Victor Mendez 9300 Toledo Way 6/26/2020 00821309-PCPM 35 Master Plan Modification for Albertson's Warehouse to add interior warehouse TBD Staff Katie Berg -Curtis 2550 Alton Parkway Monday, August 23, 2021 Page 11 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 266 15-386 Submittal Date File # PA Project Description Schedule Decision Maker Planner 3/31/2020 00816420 -PPA 36 Pre -application to review Diamond Jamboree Phase 2's mixed use development and TBD Staff Ann Wuu parking structure in PA 36. 2055 Main Street 3/16/2020 00815284 -PPD 36 Park Plan Design for a 178 unit residential project at 2055 Main Street in Planning Area TBD Staff John Van Der Wall 36. Laguna Canyon Road & SR 133 3/11/2020 00814803 -PTP 17 Tentative Parcel Map 2020-120 for Daycare Use. TBD SC Catherine Lundberg 30 Auto Center Drive 3/5/2020 00814576 -PPA 35 Sign Permit #3 to allow off-site advertising on the Irvine Auto Center Electronic message on-going Staff Stephen Higa sign at 30 Auto Center Drive in Planning Area 35. 18582 Teller Ave 2/10/2020 00811839-PMPC 36 Modification to BANC office and hotel project to remove medical use and add retail TBD PC Stacy Tran 15955 Alton Parkway 2/3/2020 00811566 -PAR 13 Administrative Relief to reduce required parking for an existing office building at the TBD ZA Stephanie Frady Canon Headquarters; submitted by JCM, Facilities, Planning and Management. 17200 Jamboree Rd 1/27/2020 00810287-PCPM 36 Conditional Use Permit Modification to add class rooms and a youth center for the Irvine TBD Staff Sherman Jones Onnuri Church SCE Easement in PA 17 11/21/2019 00804797-PCPU 17 Conditional Use Permit for an AT&T wireless facility on SCE tower in Quail Hill (PA 17). TBD Staff John Van Der Wall Novel Park Monday, August 23, 2021 Page 12 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 267 15-387 Submittal Date File # PA Project Description Schedule Decision Maker Planner 11/4/2019 00802982 -PSS 51 Modification to Sign Program for Novel Park Signs in PA 51. TBD Staff Sherman Jones 79 Technology 10/3/2019 00800614-PCPM 32 Conditional Use Permit for a new drive-thru pad building at Alton Marketplace TBD (Associated with 00730332-PMPC). Orchard Hills Dr 9/12/2019 00798622 -PMP 1 Master Landscape and Trails Plan with administrative relief for wall heights for TBA residential development in PA 1, Neighborhood 4. Orchard Hills Dr 8/12/2019 00795650 -PTT 1 Vesting Tentative Tract Map 19020 to divide 257 acres into 540 numbered lots and 176 TBA lettered lots for residential development in PA 1, Neighborhood 4. 10 Marquette 7/29/2019 00793924-PCPM 24 Conditional Use Permit Mod. to convert 19 units to memory care units at the Brookdalc TBD Senior Living Facility in Planning Area 24. Ridge Valley and Marine Way, NWC 7/29/2019 00793825 -PGA 40 General Plan Amendment to transfer 675,237 square feet of land use intensity from the TBD 3.1H Multi -Use District to the 5.51) Medical and Science District in PA 40. 7/29/2019 00793828-PZC 40 Zoning Code Amendment to transfer land use intensity from the 3.11-1 Multi -Use District TBD to the 5.51) Medical and Science District in PA 40. PA 34 7/26/2019 00793817-PZC 34 Zone Change to transfer intensity from the 4.21) Community Commercial District to the 08/19/2021 5AA General Industrial District in PA 34. PC Stephanie Frady PC Stephanie Frady SC, TC, PC Stephanie Frady Staff Ann Wuu PC, CC Stacy Tran PC, CC Stacy Tran PC, CC Ann Wuu Monday, August 23, 2021 Page 13 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 268 15-388 Submittal Date File # PA Project Description Schedule Decision Maker Planner 7/26/2019 00793816 -PGA 34 General Plan Amendment to transfer 57,000 square feet of land use intensity from the 08/19/2021 PC, CC Ann Wuu 4.21) Community Commercial District to the 5AA General Industrial District in PA 34. 14522 Myford (SW corner of Jamboree and Myford) 6/19/2019 00789713-PCPM 10 Conditional Use Permit modification to add additional sports -related activities, tutoring and physical therapy to the sports center at 14522 Myford Road in the Jamboree Business Center in Planning Area 10. 19722 and 19732 MacArthur 6/19/2019 00789718 -PTT 36 Tentative Tract Map 18112 for condominium purposes at 19722 MacArthur in Planning Area 36. East Ridge Valley North Corsair South Hornet 5/29/2019 00787843 -PTP 51 Tentative Parcel Map for four parcels in PA 51 14725 Alton Parkway 4/24/2019 00783724 -PSS 4/24/2019 00783722-PCPM 2 Witherspoon (2 & 6 Witherspoon) 4/23/2019 00783325-PCLE East Bosque South Great Park Blvd 4/23/2019 00783512 -PPA 35 Sign Program Modification with administrative relief for the Irvine Campus of Chapman University to add 14725 Alton in Planning Area 35. 35 Conditional Use Permit to modify the Master Plan for the Rinker Health Science Campus for Chapman University to add 14725 Alton in Planning Area 35. 15 Environmental Review (Negative Dec.) for TGS office expansion at 2 & 6 Witherspoon in Planning Area 15. 51 1UP for Accessory Retail and Dining TBD PC TBD SC TBD SC TBD PC TBD PC TBD PC, CC TBA Staff Calvin Mingione Katie Berg -Curtis Sherman Jones Stephanie Frady Stephanie Frady Stacy Tran Victor Mendez Monday, August 23, 2021 Page 14 of 17 Projects Submitted within last 30 days. For Additional Information call DAC at (949) 724-6308 PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee PC - Planning Commission CSC - Community Services Commission Apx - 269 15-389 Submittal Date File # PA Project Description Schedule Decision Maker Planner 4/23/2019 00783515-PCPU 51 Conditional Use Permit for Accessory Retail and Dining TBA ZA Victor Mendez 17322 Murphy Ave. 2/11/2019 00776297 -PSS 36 Sign Program for WorkWell, including mural, at 17322 Murphy Ave. in PA 36. TBD PC Ann Wuu 2626 Dupont 1/30/2019 00775207 -PAR 36 Administrative Relief for parking requirements at the Jamboree Promenade, 2626, 2636, TBD ZA Ann Wuu and 2646 Dupont in PA 36. Various Locations in Western Sector 1/18/2019 00698516 -PPA 51 Public Facility Review for Western Sector Streetscape Improvements in PA 51. TBD Staff Sherman Jones 9259 Research Drive 9/28/2018 00763244-PCPM 34 Community Facility to establish live performance space in an industrial office building. TBD PC Sherman Jones Southeast Chinon and "N" Street 6/18/2018 00751736-PCPM 51 Conditional Use Permit for Child Care Use TBD PC Heman DeSantos Quail Hill SCE easement 5/30/2018 00749433-PCPU 17 Conditional Use Permit for new wireless (T -Mobile) colocation on SCE transmission tower 09/16/2021 PC Katie Berg -Curtis 2700 Main Street 5/3/2018 00746374-PCPM 36 Conditional Use Permit Modification for a resident and guest only rooftop bar with Type TBA Staff Victor Mendez 57 ABC license, at 2700 Main Apartments (Luxe) in PA 36. North Great Park Blvd btwn Ridge Valley and Bosque Monday, August 23, 2021 Page 15 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 270 15-390 Submittal Date File # PA Project Description Schedule Decision Maker Planner 12/6/2017 00731609 -PTT 51 District 1 SONO VTTM 18151. TBD SC, PC Catherine Lundberg 51 - 111 Technology Drive 11/21/2017 00730332-PMPC 32 Master Plan Modification to the Alton Marketplace converting parking spaces into an TBD PC Stephanie Frady outdoor dining area near 59, 63 and 67 Technology Drive in Planning Area 32. 2222 and 2272 Michelson Drive 9/28/2017 00724855 -PPA 36 Pre -application to review and implement parking management strategies for the TBD Staff Ann Wuu Michelson Marketplace (Trade) at 2222 & 2272 Michelson Drive in Planning Area 36. 17 Pasteur 9/12/2017 00723112 -PSS 13 Sign Program for a mural on the 405 facing frontage of Tilly's at 17 Pasteur in Planning TBD PC Stephanie Frady Area 13. North Great Park Blvd btwn Ridge Valley and Bosque 8/10/2017 00719900 -PMP 51 District 1 SONO Master Plan. TBD PC Catherine Lundberg 17662 Armstrong 8/1/2017 00718807 -PPA 36 Pre -application for Traffic Study to analyze the traffic impacts of a new bridge over the TBA Staff Sun -Sun Murillo Lane Channel connecting MacArthur Boulevard to Armstrong Avenue in Planning Area 36. 2 Witherspoon (2 & 6 Witherspoon) 7/11/2017 00716845-PMPC 15 Master Plan Modification to add 5,000 sf to the TGS office buildings at 2 & 6 TBD PC Stacy Tran Witherspoon in Planning Area 15. 7/11/2017 00716834-PZC 15 Zone Change to transfer 5,000 sf of development intensity to accommodate a 5,000 sf TBD PC, CC Stacy Tran expansion of the existing TGS offices at 2 & 6 Witherspoon in Planning Area 15. Monday, August 23, 2021 Page 16 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx-271 15-391 Submittal Date File # PA Project Description Schedule Decision Maker Planner 7/11/2017 00716842 -PGA 15 General Plan Amendment to transfer 5,000 sf of land use intensity to accommodate a TBD PC, CC Stacy Tran 5,000 sf expansion of the existing TGS offices at 2 & 6 Witherspoon in Planning Area 15. 17832 and 17840 Gillette 1/23/2017 00698921-PCLE 36 Environmental Review for a 336 unit apartment project at 17832 and 17840 Gillette in TBD PC Ann Wuu Planning Area 36. 1/23/2017 00698920 -PPP 36 Park Plan for a 336 unit apartment project at 17832 and 17840 Gillette in Planning Area TBD PC, CSC Ann Wuu 36. 17832 and 17840 Gillette 12/13/2016 00695549 -PGA 36 General Plan Amendment to increase the IBC residential unit cap for a 336 unit apartment TBD PC, CC Ann Wuu project at 17832 and 17840 Gillette in Planning Area 36. 12/13/2016 00695550-PZC 36 Zone Change to increase the IBC residential unit cap for a 336 unit apartment project at TBD PC, CC Ann Wuu 17832 and 17840 Gillette in Planning Area 36. 17832 and 17840 Gillette 8/15/2016 00681568-PCPU 36 Conditional Use Permit for a 336 unit apartment project at 17832 and 17840 Gillette in TBD PC Ann Wuu Planning Area 36. 15415 Jeffrey Road 7/28/2016 00679655 -PPA 11 Pre -application to study parking alternatives at the Irvine Village Center, 15415 Jeffrey TBD Staff Ann Wuu Road, in Planning Area 11. Monday, August 23, 2021 Page 17 of 17 Projects Submitted within last 30 days. PA - Planning Area CC - City Council ZA - Zoning Administrator SC - Subdivision Committee For Additional Information call DAC at (949) 724-6308 PC - Planning Commission CSC - Community Services Commission Apx - 272 15-392 APPENDIX E TPO ONE -PERCENT THRESHOLD ANALYSIS Apx - 273 15-393 Traffic Phasing Ordinance (TPO) One -Percent Threshold Calculations ID Study Intersection Approach Totals TPO Year 2026 Without Project NB SB EB WB NB 1% of TPO Volume SB EB WB NB Project Volume SB EB WB NB Threshold Met? SB EB WB 1. Campus Dr (NS) at Bristol St North (EW) 2094 522 0 1645 21 6 0 17 0 0 0 11 No No No No 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) 1486 499 3273 0 15 6 33 0 -4 2 -3 0 No No No No 3. Birch St (NS) at Bristol St North (EW) 1152 240 0 2008 12 3 0 21 0 0 0 47 No No No Yes 4. Birch St (NS) at Bristol St South (EW) 774 518 2183 0 8 6 22 0 0 26 -7 0 No Yes No No 5. MacArthur Blvd (NS) at Campus Dr (EW)4 844 1516 1290 281 9 16 13 3 7 -1 0 0 No No No No 6. MacArthur Blvd (NS) at Birch St (EW) 809 1019 506 265 9 11 6 3 0 -1 9 0 No No Yes No 7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) 1683 670 121 297 17 7 2 3 0 -1 0 -1 No No No No 8. MacArthur Blvd (NS) at Jamboree Rd (EW)4 1748 812 1770 1565 18 9 18 16 -3 -2 12 -1 No No No No 9. MacArthur Blvd (NS) at Bison Ave (EW) 2923 2788 643 831 30 28 7 9 -5 4 0 0 No No No No 10. Jamboree Rd (NS) at Campus Dr (EW)4 1667 2235 326 712 17 23 4 8 12 -1 0 0 No No No No 11. Jamboree Rd (NS) at Bristol St North (EW) 3377 1355 0 0 34 14 0 0 5 -5 0 0 No No No No 12. Jamboree Rd (NS) at Bristol St South (EW) 2025 807 3211 0 21 9 33 0 -3 0 18 0 No No No No 13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) 1690 2240 577 540 17 23 6 6 -3 4 0 0 No No No No ID Study Intersection Approach Totals TPO Year 2026 Without Project NB SB EB WB NB 1% of TPO Volume SB EB WB NB Project Volume SB EB WB NB Threshold Met? SB EB WB 1. Campus Dr (NS) at Bristol St North (EW) 1147 2176 0 2243 12 22 0 23 0 0 0 -3 No No No No 2. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) 1006 1281 2031 0 11 13 21 0 2 -3 9 0 No No No No 3. Birch St (NS) at Bristol St North (EW) 519 1122 0 2113 6 12 0 22 0 0 0 1 No No No No 4. Birch St (NS) at Bristol St South (EW) 524 983 1509 0 6 10 16 0 0 2 11 0 No No No No 5. MacArthur Blvd (NS) at Campus Dr (EW)4 1483 1868 698 1329 15 19 7 14 2 7 0 0 No No No No 6. MacArthur Blvd (NS) at Birch St (EW) 1107 1240 652 860 12 13 7 9 0 7 2 0 No No No No 7. MacArthur Blvd (NS) at Newport PI Dr/Von Karman Ave (EW) 1235 1116 433 800 13 12 5 9 0 7 0 2 No No No No 8. MacArthur Blvd (NS) at Jamboree Rd (EW)4 1401 2164 1502 1867 15 22 16 19 9 10 0 12 No No No No 9. MacArthur Blvd (NS) at Bison Ave (EW) 2890 3100 613 591 29 31 7 6 4 1 -3 0 1 0 No No No No 10. Jamboree Rd (NS) at Campus Dr (EW)4 1886 1905 974 698 19 20 10 7 3 12 0 0 No No No No 11. Jamboree Rd (NS) at Bristol St North (EW) 3451 1835 0 0 35 19 0 0 15 31 0 0 No Yes No No 12. Jamboree Rd (NS) at Bristol St South (EW) 2118 1061 3002 0 22 11 31 0 4 0 12 0 No No No No 13. Jamboree Rd (NS) at Eastbluff Dr/University Dr (EW) 1993 2260 326 492 20 23 4 5 4 -2 0 0 No No No No Apx - 274 15-394 GANDDINI GROUP INC. 714.795.3100 1 ganddini.com 15-395 EXHIBIT "D" 1300 BRISTOL STREET AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION DECEMBER 3, 2021 Prepared by Springbrook , Realty Advisors, Inc. 15-396 1300 BRISTOL STREET AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION OCTOBER 7, 2021 Project Description & Affordability Level The Picerne Group ("Picerne") is proposing the 1300 Bristol Street development on a 1.97 acre site located in the Newport Place Planned Community. The site is generally bounded by Bristol Street North on the South and Spruce Street on the West, with an auto storage yard on the North and East sides. The Newport Beach General Plan designates the project site as Mixed -Use Horizontal 2 (MU -H2) and the zoning is Planned Community 11, Newport Place (PC 11). The site is developed as a 1970's vintage two story office building with surface parking. The project is planned to consist of 193 units including 77 base units, 39 density bonus units, and 77 Transfer of Development Rights ("TDR") units. The 77 TDR units are transferred from the approved Uptown Newport Master Plan, as authorized by Chapter 20.46 of the Newport Beach Municipal Code. The Newport Place Development Standards ("Development Standards") provide that 30 percent of the Base units within a residential development shall be affordable to Lower Income households. Lower Income Households, as defined in California Health and Safety Code Section 50079.5, are defined as households earning 80 percent or less of area median income, adjusted for family size, including both Very Low and Low income categories. The affordable housing requirement for this project, as required by the Development Standards, is 24 units (30% of 77 Base units). Eligibility for Density Bonus and Compliance with Newport Place Development Standards Affordability Requirements To meet a portion of the project's affordable housing requirements, Picerne will be providing 12 units (15% of Base units) affordable to Very Low Income households ("Required Density Bonus Very Low Income Units"). This will comply with the provisions of Government Code Section 65915 applicable to a 50% density bonus. Rents for the Required Density Bonus Very Low Income Units will be computed in accordance with Health and Safety Code Sec. 50053, as required by Government Code Section 65915(c)(1). To meet the remainder of the affordable units required by the Development Standards, the project will provide 12 units affordable to Low Income households ("Development Standards Additional Low Income Units"). Rents for those units will be computed based on income limits for Low Income households, as published annually by the Department of Housing and Community Development. 1 15-397 1300 Bristol Street Affordable Housing Plan October 7, 2021 Density Bonus Computation and Term of Affordability The density bonus computation for the project per Government Code Section 65915 is shown below: Table 1 Density Bonus Computation Base Units 77 Density Bonus 39 TDR Units 77 Total Units 193 Picerne intends to operate the apartment project as a rental community. The 12 Required Density Bonus Very Low Income Units will remain rent restricted for a minimum of 55 years, per Government Code Section 65915(c)(1), more than the 30 -year affordability term set forth in the Development Standards. Rents for the 12 Development Standards Additional Low Income Units will remain restricted for the required 30 -year term. Reduction in Parking As provided for in Government Code Sec. 65915(p) and Section 20.32.030 of the City's Zoning Code the 1300 Bristol Street project is eligible for a reduction in parking requirements. Government Code Section 65915(p) provides the following: (1) Upon the request of the developer, no city, county, or city and county shall require a vehicular parking ratio, inclusive of handicapped and guest parking, of a development meeting the criteria of subdivision (b), that exceeds the following ratios: a. Zero to one bedroom: one onsite parking space per unit b. Two to three bedrooms: 1.5 onsite parking spaces per unit. (2) If the total number of parking spaces required for a development is other than a whole number, the number shall be rounded up to the next whole number. For purposes of this subdivision, a development may provide "onsite parking" through tandem parking or uncovered parking, but not through streetparking. 2 15-398 1300 Bristol Street Affordable Housing Plan October 7, 2021 Table 2 below is a summary of Government Code Sec. 65915 parking requirements vs. spaces to be provided: Table 2 Parking Requirements Unit Type Number of Units Stalls/Unit Per Gov. Code 65915 Total Stalls Per Gov. Code 65915 Studio 25 1 25 1 BR 89 1 89 2 BR 79 1.5 119 TOTAL PARKING STALLS REQUIRED 193 Income Units 233 TOTAL PARKING STALL PROVIDED 25 5 346 PARKING PROVIDED IN EXCESS OF MINIMUM REQUIREMENT 113 Picerne requests that parking requirements be calculated in accordance with Government Code Sec. 65915(p). As shown above, the project will provide 346 onsite parking spaces for its residential units which is 113 spaces more than the requirements of Sec. 65915 (p). Development Incentive Request Pursuant to Government Code Section 65915(d)(1) and Section 20.32 of the City's Zoning Code, Picerne is entitled to three concessions or incentives because of providing at least fifteen percent (15%) of the units as affordable for Very Low Income households. Picerne requests the following development incentives: 1. Section V.F.1 of the Development Standards provides that "Affordable units shall reflect the range of numbers of bedrooms provided in the residential development project as a whole." Picerne requests that the 24 Lower Income units be provided utilizing the unit mixes as shown below: Table 3 Unit Mix 2. As the second incentive, the applicant requests a waiver of the park in lieu fee referenced in General Plan Policy LU 6-15.13 and in Section 19.52 of the City's 3 15-399 Development Required Density Standards Bonus Very Low AdditionalLow Total Lower Unit Type Total Units Income Units Income Units Income Units Studio 25 5 5 10 1 Bedroom 89 6 6 12 2 Bedroom 79 1 1 2 Total 193 12 12 24 2. As the second incentive, the applicant requests a waiver of the park in lieu fee referenced in General Plan Policy LU 6-15.13 and in Section 19.52 of the City's 3 15-399 1300 Bristol Street Affordable Housing Plan October 7, 2021 Subdivision Code. That amount of $1,837,500 is computed utilizing the 1/2 acre minimum neighborhood park size and a land value of $3,675,000 per acre (set by City Council Resolution No. 2020-95), These incentives will result in cost reductions which will provide for the affordable rents to be set in accordance with Government Code Sec. 65915(c). Development Standards Waiver Request Government Code Sec. 65915(e)(1) provides that a city or county may not apply any development standard (including height limits) that will have the effect of physically precluding the construction of a density bonus project at the density permitted under the density bonus statute. For the proposed project, the applicant is requesting the following development waivers consistent with Government Code Sec. 65915(e)(1): (1) Waiver of General Plan Policy LU 16-15.13 public park dedication requirement (2) Waiver of Planned Community Text No. PC 11 (Newport Place) 30' street setback requirement as well as the corresponding Covenant and Agreement Regarding Maintenance of Yards for an Oversized Building in Favor of the City of Newport Beach Recorded May 16, 1977 in Book 12196, Page 750, O.R. (3) Waiver of Planned Community Text No. PC 11 (Newport Place) 55' height limit (4) Waiver of Newport Beach Municipal Code Section 20.18.030 (Table 2-3) private open space requirement (5) Waiver of General Plan Land Use Policy 6.15.7 maximum density requirement (6) Waiver of Newport Beach Municipal Code minimum sidewalk width requirement (7) Waiver of Newport Beach Municipal Code Section 20.18.030 (Table 2-3) minimum common open space requirement Waiver of these requirements is necessary to accommodate the additional units permitted by the density bonus. As previously discussed, Government Code Section 65915(e)(1) requires that the waiver requests be approved. Additional detail as to these waiver requests has been submitted separately as part of the development application. 4 15-400 1300 Bristol Street Affordable Housing Plan October 7, 2021 Income Limits and Examples of Eligible Tenants for Affordable Homes Lower Income Households are defined as households whose gross income does not exceed 80% of area median income, adjusted for household size. Table 4 below shows the maximum income limits as determined by the U.S. Department of Housing and Urban Development and the California Department of Housing and Community Development ("HCD") for Lower Income households with household sizes appropriate for 1300 Bristol Street: Table 4 Maximum Income Limits Higher income limits apply to larger families; those families however are not considered to be a target market for 1300 Bristol Street, where the unit mix consists of studios, one -bedroom, and two-bedroom apartment homes. These income limits are updated annually. The 24 affordable homes that Picerne will provide will be rented to eligible Lower Income Households. As shown in Table 4, Lower Income Households includes incomes ranging from $47,100 per year for a one-person household to $116,240 per year for a five -person household. As such this could include City employees, school district employees, health care professionals, restaurant and other retail workers, and other occupations which provide needed services to our community. While household size, overtime pay, summer jobs, or second jobs may affect eligibility, the income limits above are reflective of pay to many public or health care sector workers, as shown in Table 5 on the following page: 5 15-401 Low Income Units Very LowIncome (80% of Area Median Units Maximum Income) Maximum Annual Income - Annual Income - Household Size 2021 2021 1 Person $47,100 $75,360 2 Person 53,800 86,080 3 Person 60,550 96,880 4 Person 67,250 107,600 5 Person 72,650 116,240 Higher income limits apply to larger families; those families however are not considered to be a target market for 1300 Bristol Street, where the unit mix consists of studios, one -bedroom, and two-bedroom apartment homes. These income limits are updated annually. The 24 affordable homes that Picerne will provide will be rented to eligible Lower Income Households. As shown in Table 4, Lower Income Households includes incomes ranging from $47,100 per year for a one-person household to $116,240 per year for a five -person household. As such this could include City employees, school district employees, health care professionals, restaurant and other retail workers, and other occupations which provide needed services to our community. While household size, overtime pay, summer jobs, or second jobs may affect eligibility, the income limits above are reflective of pay to many public or health care sector workers, as shown in Table 5 on the following page: 5 15-401 1300 Bristol Street Affordable Housing Plan October 7, 2021 Table 5 Examples of Qualifying Salaries Newport -Mesa Unified School District ("NMUSD") 58,766-89,913 NMUSD Information Teacher _Position Pav Range Source Comments Police Recruit or Academy Graduate $63,708-$70,344 City Starting salaries shown. Will qualify for NMUSD Library Technician. 38,420-47,060 NMUSD Will qualify for Very Low Income units. Low Income units Maintenance Worker I/II $47,352-$69,948 City Will qualify for Very Low Income units. Licensed Vocational Nurse (LVN) 43,551-57,031Zi recruiter Will qualify for Very Low Income units.. Registered Nurse 66,000-120,000 Glassdoor Will qualify for Low Income units. Newport -Mesa Unified School District ("NMUSD") 58,766-89,913 NMUSD Credentialed teacher with no advanced Teacher Website education or with Masters and up to 9 years experience will qualify for Low Income units. NMUSD Library Technician. 38,420-47,060 NMUSD Will qualify for Very Low Income units. Website NMUSD Maintenance Painter 57,902-70,919 NMUSD Will qualify for Low Income units. Website The pay ranges shown above are as of 2021 and are subject to update. Retired persons or couples or young business professionals starting their careers may also qualify to rent the affordable homes at 1300 Bristol Street. In order to provide opportunities to workers to live in one of the affordable homes, the City could provide guidelines providing for acceptance of applications on a priority basis from classes of individuals who qualify under the income limits in effect. The guidelines could provide for priority treatment for police officers, firemen, other City employees, employees of the local school district, and employees of major health care institutions or other categories identified by the City for priority treatment. Rental Rate Limits for Affordable Homes The 12 Required Density Bonus Very Low Income Units shall be rented at an affordable rent calculated in accordance with the provisions of Section 50053 of the Health and Safety Code. Section 50053 of the Health and Safety Code limits affordable rent to 30% of total income for a Very Low Income household, as calculated in Table 6 on the following page. That section also requires that the rent for a studio unit assumes a one-person household for rent calculation purposes, a one -bedroom unit assumes a two -person household, and a two-bedroom unit assumes a three-person household. The rents calculated are then adjusted by a utility allowance as determined annually by the County of Orange Housing & Community Services Department. As of December 1, 2020, the reduction for the utility allowance is $138.00 per month for a studio unit, $152.00 per month for a one -bedroom unit, and $206.00 per month for a two-bedroom unit. The utility allowance utilized assumes gas cooking, gas space heating, gas water heating, as well as water, and sewer, and trash fees which are assumed to be paid by the tenant. The 12 Development Standards Additional Low Income Units will be rented at an affordable rent calculated based on 30% of the income limits for Low Income households, as published annually by the Department of Housing and Community Development. Those rents will be calculated at 0 15-402 1300 Bristol Street Affordable Housing Plan October 7, 2021 30% of total income utilizing the income limits for Low Income households as shown in Table 4 and updated annually. Assumptions of household size for each type of unit and utility allowances are consistent with the prior paragraph. Table 6 1,2 Maximum Rents by Bedroom Count Bedrooms Maximum Annual Rent Maximum Monthly Rent Utility Allowance Affordable Required Very Low Income Density Bonus Units Studio $11,205 $934 $138 $796 1 Bedroom 12,803 1,067 152 915 2 Bedroom 14,408 1,201 206 995 Development Standards Additional Low Income Units 2 Studio $22,608 $1,884 $138 $1,746 1 Bedroom 25,824 2,152 152 2,000 2 Bedroom 29,064 2,422 206 2,216 Picerne will enter into an affordable housing agreement, in recordable form, with the City prior to obtaining the first building permit for any residential unit. That agreement will ensure that the maximum rents for the affordable apartment homes will be calculated using the methodologies as utilized in Table 6. The rental rates shown will be updated prior to the commencement of rental activities and on an ongoing basis to reflect then current income limits, utility allowances, and any changes in applicable regulations and statutes. Unit Mix, Design, and Location of Affordable Homes While the exact location of each of the affordable homes within the 1300 Bristol Street site has not yet been determined, the affordable homes will be spread throughout the development to avoid concentration of affordable homes in any area. The affordable homes shall be comparable in the quality of construction and exterior design to the market rate homes. As provided for in the Development Standards, all affordable homes will have access to the facilities and amenities offered by the development. 'Rents for Required Density Bonus Very Low Income units calculated in accordance with Section 50053 of the Health and Safety Code. 'Rents for Development Standards Additional Low Income Units calculated based on income limits for Low Income households, as published annually by the Department of Housing and Community Development. 7 15-403 1300 Bristol Street Affordable Housing Plan October 7, 2021 Requested City of Newport Beach Assistance Financial Assistance Picerne is not requesting any direct financial assistance from the City of Newport Beach for this project. 0 15-404 EXHIBIT "E" M Donor Site 4311 Jamboree Rd Uptown Newport Phase 1 T PLACE DR O� NEWPOR 41 g �9 Uptown Pork s Receiver Site SFO! 1300 Bristol St 6 • r o � BOWSPRIT DR I yQ�JL �° ��/STp g � ♦ �tiir s�ti • � as ' OyPoi To BgY�IEW CIR !ST yG O� 0 217s 471 e Feet PA2021-161 :=°a.: NBGIS NEWPORT REACH 1300 Bristol St City of Newport Beach GIS Division Transfer of Development Rights February 04, 2022 PA2021-161 1300 Bristol—d 7 5-4U5 Attachment C Planning Commission Staff Report, Dated February 17, 2022 (without attachments) 15-406 PQR CITY OF NEWPORT BEACH r 3 n PLANNING COMMISSION STAFF REPORT r February 17, 2022 R�P Agenda Item No. 4 SUBJECT: Residences at 1300 Bristol Street (PA2021-161) ■ Major Site Development Review No. SD2021-003 ■ Environmental Impact Report Addendum No. ER2022-001 ■ Affordable Housing Implementation Plan No. AH2O22-001 ■ Traffic Study No. TS2022-001 ■ Transfer of Development Rights No. TD2022-001 SITE LOCATION: 1300 North Bristol Street APPLICANT & BCD Newport Beach, LLC OWNER: PLANNER: Chelsea Crager, Associate Planner 949-644-3227 or ccrager@newportbeachca.gov PROJECT SUMMARY The Residences at 1300 Bristol Street Project includes 193 apartment units atop a 346 - space parking structure. The project is located in the Newport Place Planned Community, and at the northeast corner of Bristol Street North and Spruce Street in the Airport Area. Implementation of the proposed project would require demolition of the existing 33,292 - square -foot office building and surface parking within the 1.97 -acre site. RECOMMENDATION 1) Conduct a public hearing; 2) Find that potential environmental impacts have been previously mitigated through the implementation of the policies of the General Plan as evaluated in Program Environmental Impact Report for the 2006 General Plan Update (SCH No. 2006011119), and the City of Newport Beach Housing Element Initial Study/Negative Declaration (collectively, the PEIR); therefore, in accordance with Section 15164 of the California Environmental Quality Act (CEQA) Guidelines, an addendum to the previously adopted PEIR is the appropriate environmental documentation for the project; and 3) Adopt Resolution No. PC2022-003 (Attachment No. PC 1) recommending the City Council adoption of Environmental Impact Report Addendum No. ER2022-001, and approval of Major Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2O22-001, Traffic Study No. TS2022-001, and Transfer 15-407 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 2 of Development Rights No. TD2022-001 for Residences at 1300 Bristol Street Project located at 1300 Bristol Street (PA2021-161). 15-408 � J P LOCATION GENERAL PLAN ZONING CURRENT USE Mixed -Use Horizontal =Newport Place (PC -11) 33,292 -square -foot office ON-SITE (MU -H2) building and surface parking NORTH MU -H2 PC -11 Fletcher Jones's vehicle stora e SOUTH N/A N/A California State Route 73 EAST MU -H2 I PC -11 Fletcher Jones's vehicle stora e WEST General Commercial�F- PC -11 Two-story office development Office (CO -G) and surface Darkina 15-409 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 3 VICINITY MAP s l NEWPORtt - >�,.. Subject Site (Receiver) ops Uptown Newport ' (Donor Site) P `� � -yA­ 4 a GENERAL PLAN ZONING � J P LOCATION GENERAL PLAN ZONING CURRENT USE Mixed -Use Horizontal =Newport Place (PC -11) 33,292 -square -foot office ON-SITE (MU -H2) building and surface parking NORTH MU -H2 PC -11 Fletcher Jones's vehicle stora e SOUTH N/A N/A California State Route 73 EAST MU -H2 I PC -11 Fletcher Jones's vehicle stora e WEST General Commercial�F- PC -11 Two-story office development Office (CO -G) and surface Darkina 15-409 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 4 INTRODUCTION Project Setting The subject property is located in the Newport Place Planned Community (PC -11) and approximately 1.97 acres in size. It is rectangular in shape, located at the northeast corner of Bristol Street North and Spruce Street, and adjacent to a surface parking lot utilized by Fletcher Jones Motorcars to the north and east. The subject property is currently improved with a two-story, 33,292 -square -foot office building and a surface parking lot. Project Description The applicant, BCD Newport Beach, LLC (The Picerne Group), proposes to demolish the existing office building and associated surface parking and landscaping at the project site and construct 193 apartment units atop a 346 -space subterranean parking structure. The base density allotted to the property is 77 units. This density is based on the conversion of existing 33,292 square feet of office use and is consistent with the Land Use Element of the General Plan. The applicant also proposes a 50 percent increase of the base units in density of 39 units, pursuant to Government Code Section 65915 (Density Bonus Law), and a transfer of development rights of 77 units from the nearby Uptown Newport development at 4311 Jamboree Road, for a total of 193 residential units. The Applicant's project description is provided as Attachment No. PC 2. The application consists of the following components: • Major Site Development Review No. SD2021-003: A site development review in accordance with the Newport Place planned community and Section 20.52.80 (Site Development Reviews) of the Newport Beach Municipal Code ("NBMC"), for the construction of the Project; • Traffic Study No. TS2022-001: A traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC; Affordable Housing Implementation Plan No. AH2O22-001: A program specifying how the Project would meet the City's affordable housing requirements, in exchange for a request of 50 percent increase in density. The Applicant requests six (6) development standard waivers related to park land dedication, building setbacks, building height, private open space for the studio -size rental units, common open space for the entire Project, and overall residential project density, pursuant to NBMC Chapter 20.32 (Density Bonus) and Government Code Section 65915 (Density Bonus Law). Additionally, the Applicant also seeks two (2) development concessions related to the mix of affordable units and park in -lieu fee payment; 15-410 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 5 • Transfer of Development Rights No. TD2022-001: A transfer of development rights for 77 residential dwelling units from the Uptown Newport Phase 1 Development located at 4311 Jamboree Road to the subject site, pursuant to NBMC Chapter 20.46 (Transfer of Development Rights) ; and • Addendum to the 2006 General Plan Update Program Environmental Impact Report No. ER2022-001: Pursuant to the California Environmental Quality Act ("CEQA"), the addendum addresses reasonably foreseeable environmental impacts resulting from the proposed development. Project Components: Residential Development The proposed rectangular -shaped, multiple -unit residential building is designed as a "podium style" structure that consists of five stories over one level of on -grade parking and two levels of below grade parking. The building height would be 78 feet, including architectural elements, parapet, rooftop mechanical equipment, elevator shafts, and emergency staircase. The 193 rental units include 25 studio units, 89 one -bedroom units, and 79 two-bedroom units. The studios would be 515 square feet. The one -bedroom units would range from 613 to 848 square feet, and the two-bedroom units would range from 1,000 to 1,300 square feet in size. Of the 193 rental units, 24 units would be affordable and restricted to lower income households (12 units for very -low-income households and 12 units for low-income households). The remaining 169 units would be market -rate rental units. The proposed unit mix for the affordable units is 10 studio units, 12 one -bedroom units, and two two- bedroom units. The affordable units would consist of the same size and amenities as the market -rate units and would be distributed throughout the project. The proposed residential building is designed with a contemporary modern architectural style, intended to be reflective of the surrounding office setting, according to the applicant. The color scheme is proposed to be generally white, dark grey, and beige. Metal awnings and metal railings on the private balconies provide fagade articulation. The project's corners are enhanced with rich materials to bring attention and articulate the prominent areas of the project. The courtyard is turned inward away from Bristol Street North and Spruce Street to create a more sheltered refuge for residents in the greater business development area. 15-411 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 6 Parking and Vehicular Access The project is designed with two vehicular access driveways using the existing driveway locations; one on Spruce Avenue and one on Bristol Street. The two vehicular entry ways will be connected with a 24 -foot wide, private driveway that wraps around the back of the building and allows intuitive circulation around the project. Three levels of parking, one at grade and two levels located below grade, would provide a total of 346 parking spaces. Vehicular access to the parking structure would be provided by two gated entrances, one residents -only near Bristol Street, and one near Spruce Avenue for both residents and guests. A designated turn out area is proposed on Spruce Street for ride share pick up and drop offs. Project Amenities The proposed project includes a variety of private on-site recreation and amenities for residents and guests including: • A dog wash, dog park, leasing lounge, and business center on Level 1 — Ground Level; • A courtyard with a pool and spa, clubroom, and fitness room on Level 2 — Podium Level; • A roof deck with seating area on Level 6; and • Private balconies for one and two-bedroom units on Levels 2-6. Construction Phasing and Parking The demolition and construction activities for the proposed project will be done in two continuous phases, over an approximate 28 -month period. Phase 1 will consist of site improvement construction including excavation, shoring, retaining walls, wet and dry utilities, interior access road, curb and gutters. Phase 2 will consist of the residential building construction. The applicant has submitted a draft construction management plan, subject to staff approval that will be finalized prior to the issuance of a building permit and is included as Attachment No. PC 2. DISCUSSION General Plan Consistency The subject property is located in the Airport Area and has a General Plan Land Use Element designation of Mixed -Use Horizontal 2 (MU -H2), which provides for a horizontal intermixing of uses that may include regional commercial office, multifamily residential, vertical mixed-use buildings, industrial, hotel rooms, and ancillary neighborhood commercial uses. The MU -H2 designation applies to a majority of properties in the Airport Area outside the higher noise levels from John Wayne Airport. The MU -H2 allows a 15-412 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 7 maximum of 2,200 residential units as replacement of existing office, retail, and/or industrial uses at a maximum density of 50 units per net acre. Any eligible density bonus allowed by Government Code Section 65915 (State density bonus law) and NBMC Chapter 20.32 (Density Bonus) are not included in the 2,200 allowance or the 50 dwelling units per acre standard. Of 2,200 units, a total of 550 units are identified as additive units meaning they are not replacement units that would replace existing development. These 550 units may be constructed as "infill" on existing surface parking lots or areas not used as occupiable buildings on properties within the Conceptual Development Plan Area (CDPA) located east of MacArthur Boulevard, as depicted on Figure LU22 Airport Business Area of the Land Use Element. These units have been since allocated to the Uptown Newport and Residences at 4400 Von Karman developments. The remaining 1650 units are allocated as replacement units, meaning they replace existing uses based upon traffic trip generation. Residential units approved, proposed and remaining within the MU -H2 designation of the Airport Business Area are listed in the table below. Airport Area Residential Units Residential Development Allocation Base Units Density Bonus Units Project Totals with Density Bonus Replacement Units Additive Units Transferred Units Total Units General Plan Unit Limit (MU -H2) I 1,650 I 550 0 2,200 Approved Projects Uptown Newport 632 290 -77 845 322 1,167 Newport Crossings 259 0 0 259 91 350 Newport Airport Village 329 0 0 329 115 444 Residences at 4400 Von Karman 260 0 260 52 312 Projects Under Review Residences at 1300 Bristol 77 0 +77 154 39 193 Remaining Development Allocation 353 0 353 The subject property has 33,292 square feet of existing office use, and is consistent with the development limit per Anomaly No. 17 of the General Plan Land Use Element. By using the City's adopted land use conversion factors to maintain traffic trip neutrality, the applicant can replace the existing office development with a maximum of 77 residential units. The conversion factors provided in "Airport Area Residential & Mixed -Use Adjustment Factors for Traffic Analyses in Newport Beach", are provided as Attachment No. PC 4. An additional 39 units (50 percent) are requested as density bonus units authorized by the Density Bonus Law. Lastly, the remaining 77 units are being transferred from the Uptown Newport Phase 1 development, pursuant to NBMC Chapter 20.49 (Transfer of Development Rights). 15-413 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 8 The General Plan contains a number of policies that provide for the orderly evolution of the Airport Area, from a business park, to a mixed-use district with cohesive residential villages integrated within the existing fabric of office, industrial, retail, and airport -related businesses. Residential opportunities are to be developed as clusters of residential villages centering on neighborhood parks and interconnected by pedestrian walkways. These would contain a mix of housing types and buildings that integrate housing with ground level convenience retail uses and would be developed at a sufficient scale to achieve a complete neighborhood. The draft Planning Commission resolution (Attachment No. PC 1) includes facts in support of a finding of consistency of relevant Airport Area policies. Furthermore, the EIR Addendum includes a comprehensive analysis of all relevant General Plan policies. The project, as proposed, is consistent with all relevant General Plan policies. Newport Place Planned Community (Zoning Code) Consistency The Property is located within Residential Overlay (Attachment No. PC 5) of the Newport Place Planned Community (PC11) General Commercial Site 4. The Residential Overlay allows for multiple residential development as a stand-alone use provided a residential project include a minimum 30 percent of the base density for lower income households. The proposed project provides this minimum number of affordable units (77 -unit base density X 30% = 23.1 - 24 units will be included). The Overlay also contains development standards for multiple residential development, including density, height, setbacks, parking, signage, airport noise compatibility, amenities, and landscaping. Although the Project includes waivers or reductions of six development standards, the overall intent of providing residential opportunities in the Newport Place Planned Community, consistent with the MU -H2 land designation has been met. Transfer of Development Rights The project includes a transfer of development rights, pursuant to General Plan Land Use Element Policy LU4.3 and NBMC Chapter 20.46 (Transfer of Development Rights), for 77 residential units from Phase 1 of the Uptown Newport project at 4311 Jamboree Road to the project site at 1300 Bristol Street (Exhibit E of Attachment No. PC 1). Pursuant to NBMC Chapter 20.46 (Transfer of Development Rights), the 77 unbuilt residential units may be transferred from Uptown Newport Phase 1 to the subject site if the following findings are made: 1) The reduced density/intensity on the donor site provides benefits to the City; 2) The transfer of development rights will not result in any adverse traffic impacts and would not result in greater intensity than development allowed without the transfer and the proposed uses and physical improvements would not lend themselves to conversion to higher traffic generating uses; 15-414 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 9 3) The increased development potential transferred to the receiver site will be compatible and in scale with surrounding development and will not create abrupt changes in scale or character; and 4) The receiver site is physically suitable for the development proposed taking into consideration adjacent circulation patterns, protection of significant public views and open space, and site characteristics, including any slopes, submerged areas, and sensitive resources. As detailed in the draft resolution (Attachment No. PC 1), staff believes these findings can be made and the transfer is consistent with NBMC Chapter 20.46. Pursuant to Uptown Newport Development Agreement No. DA2012-003 (DA), Uptown Newport is entitled for up to 1,244 residential units developed to be built in two separate phases with a maximum of 680 units in Phase 1 and 564 units in Phase 2. Phase 1 of the development is nearing completion, with 548 units constructed, under construction, or under entitlement review. The reduction of 77 units from the Uptown Newport development will be reflected in the Phase 1 development and the remaining 55 unbuilt units in this phase will be automatically transferred to Phase 2 for future development. A letter of authorization from the Uptown Newport property owner is attached as Attachment No. PC 6. The 77 transferred units will be subject to a park in -lieu fee and a public benefit fee pursuant to the terms and conditions of the Uptown Newport DA. The use of park in -lieu fees is subject to City Council Policy B-1 (Park Fee Policy). The use of public impact fees is subject to the discretion of City Council. The applicant is responsible for the payment of these fees upon issuance of a building permit. Site Development Review Residential development pursuant to the Residential Overlay of PC 11 requires a site development review, consistent with MBMC Section 20.52.080 (Site Development Review). In accordance with Section 20.52.080(F), the Planning Commission may approve or conditionally approve a site development review application, only after first finding that the proposed development is: 1. Allowed within the subject zoning district; 2. In compliance with all of the applicable criteria identified in 20.52.080(C)(2)(c) below: Compliance with this section, the General Plan, this Zoning Code, any applicable specific plan, and other applicable criteria and policies related to the use or structure; 15-415 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 10 ii. The efficient arrangement of structures on the site and the harmonious relationship of the structures to one another and to other adjacent developments; and whether the relationship is based on standards of good design; iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on the site and adjacent developments and public areas; iv. The adequacy, efficiency, and safety of pedestrian and vehicular access, including drive aisles, driveways, and parking and loading spaces; V. The adequacy and efficiency of landscaping and open space areas and the use of water efficient plant and irrigation materials; and vi. The protection of significant views from public right(s)-of-way and compliance with Section 20.30. 100 (Public View Protection). 3. Not detrimental to the harmonious and orderly growth of the City, nor endangers, jeopardizes, or otherwise constitutes a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed development. The project implements the MU -H2 General Plan designation and the intent of the Residential Overlay of PC -11 by providing 193 new residential units to an existing major employment center (the Airport Area and Irvine Business Complex), including setting aside 24 residential units for low and very low-income households. The proposed site plan shows the configuration of the proposed residential building, including driveways, location of open space, entrances to the parking structure, and the driveway that wraps around the building, private driveways, pedestrian ways, and locations of park and open space. The building would be six stories tall and no more than 78 feet in height including architectural elements, rooftop mechanical equipment, elevator shafts, and emergency staircase. The project's building mass and scale are similar to the nearby existing office developments in the Airport Area. The Project includes pedestrian connectivity to public sidewalks along Bristol Street and Spruce Street and pedestrian - scale landscaped areas around the apartment building. The contemporary architectural style of the residential building would be compatible with the surrounding office buildings within the Newport Place planned community and the surrounding area as it generally exhibits contemporary architectural styles. NBMC Section 20.40.040, Off -Street Parking Requirements, identifies that multi -family developments with more than four dwelling units are required to provide two covered parking spaces per unit and 0.5 space per unit for guest parking. Based on these criteria, the proposed Project, if it were not a project requesting consideration pursuant to Density Bonus Laws, would be required to provide 386 resident parking spaces and 97 guest parking spaces for a total of 483 parking spaces. 15-416 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 11 As provided for in Government Code Section 65915 Density Bonus Law and NBMC Section 20.32.040 Parking Requirements in Density Bonus Projects, the applicant is requesting a reduction in the number of required parking spaces for the project. NBMC Section 20.32.040, reflects the language of Government Code Section 65915 provision of one parking space for studio and one -bedroom units and two parking spaces for units with two or more bedrooms. Parking for the project is based on application of regulatory standards for density bonus projects and under these regulatory standards, the proposed Project would be required to provide 233 parking spaces. The project as presently designed includes 346 parking spaces. The parking ratio of the proposed project would be 1.79 parking spaces per dwelling unit inclusive of guest parking, which exceeds the minimum parking requirement specified by the Density Bonus parking requirements. The project site does not have the potential to obstruct public views from identified public view points and corridors, as identified on General Plan Figure NR 3 (Coastal Views), to the ocean, bay, harbor, or other scenic or historical resources due to the location of the project site. The proposed building will be highly visible along the Bristol Street corridor and it will be seen from State Route 73, but these areas are not considered scenic. The applicant has requested two concessions or incentive related to the mix of affordable unit types and payment of park in -lieu fees, and six waivers or reductions of development standards which are described in more detail in the Affordable Housing Implementation Plan section of this report below. The applicant contends the incentives are necessary to make the project financially feasible and that the waivers are necessary to physically accommodate the proposed construction at the project site. The City must approve the requested incentives and waivers of development standards pursuant to State Bonus Density law and the Zoning Code. The housing included in the proposed project will help the city meet its housing production targets under the city's existing Regional Housing Needs Assessment (RHNA) target, and under the proposed Sixth Cycle RHNA target which includes both past unmet and future forecasted housing targets. The project is also consistent with the current Sustainable Communities Strategy (Connect SoCal) adopted by the Southern California Association of Governments in September 2020, which prioritizes adding housing to coastal job centers as well as higher density, mixed -income housing located near employment opportunities. As discussed above, the project has been designed to ensure that potential conflicts with surrounding land uses are minimized to the extent possible to maintain a healthy environment for both businesses and residents by providing an architecturally pleasing project with articulation and building modulations to enhance the urban environment. The proposed project is consistent with the General Plan as it would integrate residential uses into the existing surroundings, which are primarily nonresidential, as anticipated by the General Plan. Staff believes facts to support the required findings exist to approve the Site Development Review, and they are included in the attached draft resolution for approval (Attachment No. PC 1). 15-417 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 12 Affordable Housing Implementation Plan The applicant has prepared a draft Affordable Housing Implementation Plan (AHIP), dated December 2, 2021 (Exhibit C of Attachment No. PC 1) to illustrate compliance with the affordable housing requirements of the Residential Overlay of Newport Place Planned Community and density bonus allowances pursuant Government Code Section 65915- 65918 (Density Bonus Law) and NBMC Chapter 20.32 (Density Bonus Code). Consistent with the affordable housing requirements of the Residential Overlay, 30 percent or 24 units of the project's 77 base apartment units would be set aside as affordable units to lower income households. Of the 24 affordable units provided, 12 units would be set aside for very low-income households for a minimum of 55 years, consistent with the Density Bonus Law, and 12 units would be set aside for low-income households for minimum of 30 years, consistent with the requirements of the Newport Place Planned Community. As encouraged by the Residential Overlay, and as authorized pursuant to Government Code Section 65915-65918 (Density Bonus Law) and NBMC Chapter 20.32 (Density Bonus Code), with the 30 percent allocation for low-income households, the project is entitled to a maximum density bonus of 50 percent (39 units) above the maximum number of units allowed by the General Plan. In addition to the 39 density bonus units, pursuant to Government Code Section 65915(d)(1), the Project is eligible to receive up to three incentives or concessions that would result in identifiable, financially sufficient, and actual cost reductions. Government Code Section 65915(e)(1) also entitles developers to waivers or modifications of development standards that, if applied, would physically preclude development of housing with the provided density bonus. The proposed project includes a request for two development incentives and a waiver of six development standards as follows: Incentive Requests: The applicant requests for two development incentives as follows: 1) Affordable Unit Mix - NBMC Section 20.32.070 requires affordable units in a density bonus project reflect the same range of unit types in the residential development as a whole. As illustrated in the table below, the Project provides a higher percentage of affordable studio units and fewer affordable two-bedroom units compared to the market rate units provided. Granting this incentive will result in identifiable, financially sufficient, and actual project cost reductions by reducing the long-term rental subsidy costs associated with the two-bedroom units and thereby affording additional rental income for the project ensuring financial feasibility. 15-418 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 13 Unit Type Total Units Percent of Total Percent of Total Units Affordable Total Units Affordable Units Studio 25 13% 10 42% 1 89 46% 12 50% Bedroom 2 79 41% 2 8% Bedroom Total 193 100% 24 100% 2) Park In -lieu Fee Payment — General Plan Policy LU 6.15.13 requires the dedication and improvement of a neighborhood park; however, this requirement may be waived where it can be demonstrated that the development site is too small to feasibly accommodate the park or inappropriately located to serve the needs of nearby residents. Policy LU6.15.13 requires the payment of an in -lieu fee to the City for the acquisition and improvement of other properties as parklands to serve the airport area if the neighborhood park dedication is waived. In this case, the project site is too small to feasibly accommodate the park and the applicant requests a waiver of the in -lieu fee as a non- mandatory concession. This waiver of an in -lieu fee is an actual cost reduction that makes the development of the housing units financially feasible and staff supports a recommendation to the City Council to approve the fee waiver. It should be noted that the 77 units transferred from the Uptown Newport development will be subject to park in -lieu fees as required by the Uptown Newport Development Agreement and waiving this fee is not included in the applicant's incentive request. The payment of the park in -lieu fees associated with the 77 -transferred units will be used to improve nearby parks pursuant to City Council B-1 (Park Fee Policy) to help offset the project's incremental impact on park usage. Development Standard Waiver Request: In addition to the density bonus units and financial concessions, the Project is entitled to receive waivers or reductions of development standards if they would physically prevent the project from being built at the permitted density. In this case, the Project applicant requests a waiver of the following development standards: 1. Park dedication requirement. General Plan Land Use Policy LU 6.15.13 requires a public park equal to eight percent of the gross land area of the development, or a minimum one-half acre, whichever is greater, be provided. In this case, the project is required to provide a 0.50 -acre public park. As noted, the 1.97 -acre Project site is too small to feasibly accommodate the required 0.50 -acre park and if it were dedicated, the resulting smaller site could not physically accommodate the proposed affordable housing development. 15-419 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 14 2. Street setbacks. The Newport Place Planned Community (PC -11) requires street setbacks of 30 feet from property lines. In this case, 30 -foot setbacks along Bristol Street North and Spruce Street would substantially decrease the development of the footprint of the project. The Project is designed with 8 -foot setbacks to Spruce Street and 17 -foot setbacks to Bristol Street (18 feet to building face, 17 feet to balconies). The reduced street setbacks are necessary to provide sufficient area for the building as well as a 24 -foot wide, 2 -way driveway around the back side of the proposed building that also serves as a required fire lane. The reduced setbacks will be sufficiently deep to provide a significant landscape buffer. 3. Building height. The Newport Place Planned Community (PC -11) limits building residential building height to 55 feet from established grade. In this case, a higher building height is necessary to accommodate 193 residential units. The Project is designed with a height of 78 feet from established grade. 4. Private open space. NBMC Section 20.18.030 requires a minimum of 5 percent of the gross floor area of each unit with a minimum dimension of 6 feet to be provided as private open space. The Project as designed does not provide this minimum open space for the studio floor plan units due to their size and location within the project. 5. Residential density. General Plan Land Use Policy LU 6.15.7 requires overall residential density between 30-50 units per acre. Inclusive of the base units (77 units), density bonus units (39 units), and transferred units (77 units), the Project totals 193 dwelling units at a density of 98 units per acre. 6. Common open space. NBMC Section 20.18.030 requires a minimum of 75 square feet per unit be provided as common open space area. In this case, the requirement is 14,475 square feet (75 square feet per unit X 193 units). The Project as designed provides 9,506 square feet of common open space due to space limitations on the 1.97 -acre lot. Describe what this common area is comprised of here. Traffic Phasing Ordinance (TPO) NBMC Chapter 15.40 (Traffic Phasing Ordinance) requires a traffic study to be prepared prior to issuance of building permits if a proposed project generates in excess of 300 new average daily trips (ADT). Ganddini Group Inc. has prepared a traffic study dated November 23, 2021 (Exhibit D of Attachment No. PC 1), under the supervision of the City Traffic Engineer, pursuant to the Traffic Phasing Ordinance (TPO) and its implementing guidelines. The focus of a TPO traffic study is the conditions one year after project occupancy, or five years after project approval for larger projects not expected to be complete within five years. Baseline traffic 15-420 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 15 conditions for a TPO traffic study include previously approved projects in the City. The entire project is anticipated to be complete within a 28 -month period. The Traffic Study provides an evaluation of morning and evening peak hours at 13 existing intersections that are located in the City and the adjoining City of Irvine. The Project is projected to generate 726 trips, 31 peak AM trips and 47 peak PM trips above the trip generation of the existing office building. When these trips are distributed to these studied intersections, the analysis concludes that there is no significant impact as the project will neither cause nor make worse an unsatisfactory level of service at any impacted primary intersection, and all intersections are forecasted to continue to operate at acceptable Levels of Service (LOS). Additionally, the Traffic Study includes vehicle miles traveled (VMT) analysis for only informational purposes. An analysis of VMT was not required as a part of the CEQA Addendum because the adopted Program Environmental Impact Report (PEIR), adopted in 2006, did not utilize VMT analysis. Furthermore, the TPO requires findings that, based on the weight of the evidence in the administrative record, including the traffic study, the proposed project complies with the TPO. Findings related to the preparation of the traffic study are provided in the draft resolution for project approval (Attachment No. PC 1). Environmental Review On July 25, 2006, the City Council adopted Resolution No. 2006-75, thereby certifying the adequacy and completeness of the Environmental Impact Report ("EIR") for the General Plan 2006 Update (SCH No. 2006011119). The EIR was prepared in compliance with the CEQA set forth in the California Public Resources Code Section 21000 et seq. and its implementing State regulations set forth in the California Code of Regulations Title 14, Division 6, Chapter 3 ("CEQA Guidelines") and City Council Policy K-3. Additionally, in accordance with Section 15168(a) of the CEQA Guidelines, the City prepared the EIR as a Program Environmental Impact Report ("PEIR"). This PEIR analyzed the potential impacts of a citywide land use plan, and the goals and policies of 10 general plan elements. Additionally, on November 22, 2011, the City Council adopted General Plan Amendment No. GP2008-003, thereby approving the City of Newport Beach Housing Element Update (2008-2014) and its associated Housing Element Initial Study/Negative Declaration. Pursuant to Section 21166 of the California Public Resources Code and Section 15162 of the CEQA Guidelines, when an EIR has been certified for a project, no subsequent EIR is required unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, one or more of the following: 1. Substantial changes are proposed in the project which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; 15-421 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 16 2. Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or 3. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete, shows any of the following: a. The project will have one or more significant effects not discussed in the previous EIR; b. Significant effects previously examined will be substantially more severe than shown in the previous EIR; C. Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or d. Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative. The City contracted with an environmental consultant (Kimley-Horn) to prepare an Addendum to the PEIR. The entire Addendum and its technical appendixes are available online at the City's website at: www.newportbeachca.gov/cega. The conclusion of the Addendum analysis supports the finding that no additional environmental document is required by CEQA. On the basis of the entire environmental review record, the project will not result in any new significant impacts that were not previously analyzed in the PEIR for the General Plan 2006 Update (SCH No. 2006011119) or the Housing Element Initial Study/Negative Declaration. All potential impacts associated with this Project would either be the same or less than those described in either the PEIR that have been appropriately mitigated. In addition, there are no substantial changes to the circumstances under which the project would be undertaken that would result in new or more severe environmental impacts than previously addressed in either the PEIR, nor has any new information regarding the potential for new or more severe significant environmental impacts been identified. Therefore, in accordance with Section 15164 of the CEQA Guidelines, an addendum to the previously adopted PEIR is the appropriate environmental document for the project. 15-422 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 17 Summary In summary, staff believes the findings for project approval can be made, with specific conditions of approval. The proposed project is consistent with General Plan Land Use designation and its land use policies related residential developments in the Airport Area. The Residential Overlay of the Newport Place Planned Community allows multi -family uses subject to approval of a site development review and facts support approval of the application request. The site development review will ensure the project will be implemented consistent with the approved development standards. The applicant proposes to redevelop the underperforming office development with a multiple family development with affordable rental units consistent with the Overlay. The proposed development with on-site recreation amenities and adequate provisions of parking, allowed by the density bonus provisions, will create a suitable urban living environment integrated into the existing nonresidential area. The proposed AHIP demonstrates how the proposed project would meet the City's affordable housing requirements. The requests for concessions and development standard waivers are consistent with those allowed under density bonus state law and zoning code. The transfer of 77 unbuilt residential units from Uptown Newport Phase 1 is consistent with the requirements of NBMC Chapter 20.46. The traffic study for the proposed project has been prepared in compliance with the Traffic Phasing Ordinance. Lastly, the prepared Addendum is the appropriate environment document for the project. These technical reports have demonstrated that the proposed project would not result in new or increased significant impacts to the studied areas. Alternatives The Planning Commission has the following alternatives: 1. The Planning Commission may require or suggest specific design changes that are necessary to alleviate any areas of concern. If the requested changes are substantial, staff will return with a revised resolution incorporating new findings and/or conditions; or 2. If the Planning Commission chooses to deny the project, findings must be made consistent with the Housing Accountability Act (Government Code Section 65589.5) and Density Bonus Law (Government Code Section 65915). Therefore, if after consideration of all written and oral evidence presented, the Planning Commission desires to either disapprove or impose a condition that the project be developed at a lower density or with any other conditions that would adversely impact feasibility of the proposed project, the Planning Commission must articulate the factual basis for making the following findings and direct staff to return with a revised resolution incorporating the articulated findings and factual basis for the decision: 15-423 Residences at 1300 Bristol Street (PA2021-161) Planning Commission, February 17, 2022 Page 18 a. The housing development project would have a specific, adverse impact upon the public health or safety. As used in this paragraph, a "specific, adverse impact" means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete. b. There is no feasible method to satisfactorily mitigate or avoid the adverse impact without rendering the development unaffordable to affordable households financially infeasible. Notice of this hearing was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways) including the applicant and posted on the subject property at least 10 days before the scheduled meeting, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. Prepared by: Submitted by: Chelsea Crager Jim Campbell Associate Planner Deputy Community Development Director ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 Applicant's Project Description PC 3 Construction Management Plan PC 4 Airport Area Conversion Factors PC 5 Newport Place Residential Overlay PC 6 Uptown Newport Authorization Letter PC 7 Project Plans 15-424 Attachment D Planning Commission Minute Excerpts, Dated February 17, 2022 15-425 Planning Commission Regular Meeting Minutes February 17, 2022 the plans. He further noted that the proposed plan is a compromise after staff evaluated many ways to minimize variances, considered different garage plans, the applicant's right to remodel the home within the footprint, and possible alternatives to further improve the view beyond the current design proposal. Staff supports the proposed plan. Commissioner Rosene commented if a larger top floor setback could be utilized, with a maximum driveway slope, it would push the building down slightly while keeping the lower sections in the setback as drawn. Commission Koetting indicated that by moving the garage towards the ocean, maintaining the height, and lowering the driveway grade, the same viewpoint exists. Commissioner Rosene remarked that the house is shown completely outside the front setback in the applicant's Feasibility Study as opposed to a truer representation of it within a setback. Commissioner Weigand shared a pragmatic opinion, recognized the field expertise involved in this project, past controversial variances, the opportunity for the Beard family to work with the community, potential compromises and appeals, and the role of the Commission, City Council and California Coastal Commission (CCC) in the process. He further suggested taking a step back, his opposition to impacting the coastal view, the neighbors' displeasure with coming up on the encroachment and how it appeals from the LCP standpoint, and a better house that stands up to CCC or an appeal versus just doing the remodel. He questioned if a continuance would help working together with the community. Commissioner Ellmore clarified the responsibilities of the Planning Commission, his perspective of the lot and applicant's effort to minimize impacts to the view, and past approved variances and his support of the project based on a special hardship. Commissioner Koetting clarified the responsibility of the Planning Commission, referenced past properties evaluated by the Planning Commission, and his support for the project. Chair Lowrey asked staff to display the presentation slide showing the previous variances along Ocean Boulevard, referenced variance Findings, noted that the proposed project replaces like height with like height, includes less volume, and offers a more beautiful building, acknowledged the oddity of the lots making it hard to build, and his support for the project. Motion made by Chair Lowrey and seconded by Commissioner Ellmore to approve the project per staff's recommendation. Substitute motion made by Commissioner Weigand to continue Item 3 and allow residents and the applicant an opportunity seek a compromise design that might prevent an appeal that will go to CCC or the City Council. The substitute motion did not receive a second. Commissioner Koetting remarked that obstructions to the view are created by the existing planting that should be trimmed to improve views. AYES: Lowrey, Kleiman, Klaustermeier, Rosene, Ellmore, and Koetting NOES: Weigand RECUSED: None ABSENT: None ITEM NO. 4 RESIDENCES AT 1300 BRISTOL (PA2021-161) Site Location: 1300 North Bristol Street Summary: The Residences at 1300 Bristol Street Project ("Project") would result in the construction of 193 apartment units atop a 346 -space parking structure. The 1.97 -acre project site is within the Residential Overlay of Newport Place Planned Community General Commercial Site 4, and is located at the northeast corner of 5 of 8 15-426 Planning Commission Regular Meeting Minutes February 17, 2022 North Bristol Street and Spruce Street in the Airport Area. The project inclues 24 units that will be made available to lower-income households. Project consideration also includes the transfer of 77 units from the the Uptown Newport Planned Community. Implementation of the proposed project would require demolition of the existing 33,292 -square -foot office building and surface parking. The project requires the approval of a traffic study pursuant to the Traffic Phasing Ordinance. Recommended Action: 1. Conduct a public hearing; 2. Find that potential environmental impacts have been previously mitigated through the implementation of the policies of the General Plan as evaluated in Program Environmental Impact Report for the 2006 General Plan Update (SCH No. 2006011119), and the City of Newport Beach Housing Element Initial Study/Negative Declaration (collectively, he PEIR); therefore, in accordance with Section 15164 of the California Environmental Quality Act (CEQA) Guidelines, an addendum to the previously adopted PEIR is the appropriate environmental documentation for the project; and 3. Adopt Resolution No. PC2022-003 (Attachment No. PC 1) recommending the City Council adoption of Environmental Impact Report Addendum No. ER2022-001, and approval of Major Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2022.001, Traffic Study No. TS2022.001, and Transfer of Development Rights No. TD2022-001 for Residences at 1300 Bristol Street Project located at 1300 Bristol Street (PA2021-161). Commissioner Ellmore recused himself from Item No. 4 due to a real property conflict. Associate Planner Chelsea Crager utilized a presentation to review the project details, vicinity map, Airport Area — Mixed Use Horizontal (MU -H2) land use designation, the breakdown of 193 units, ground level floor plan, resident amenities, required applications, major site development review, the Transfer of Development Rights from the Uptown Newport Planning Community Phase I, Affordable Housing Implementation Plan (AHIP), Development Standard Waiver requests, Incentive requests by the applicant, traffic study in accordance with the Traffic Phasing Ordinance (TPO), CEQA review, proposed changes to the Conditions of Approval, the project consistency with the General Plan, City's Zoning, and State Laws, and recommended action and next steps. In response to Chair Lowrey's question, Associate Planner Crager indicated that no additional Project parcel map will be provided to the Planning Commission as the project is apartments not condominiums. In answer to Commissioner Koetting's inquiries, Associate Planner Crager indicated that guest parking is not individually identified on the floor plan, rent is adjusted annually by the County of Orange, the project shares the same developer as one of the Uptown Newport Planned Community projects, and 77 transferred units came from potential density at sites in Phase I of the Uptown Newport Planned Community. In response to Commission Koetting's questions, Deputy Director Campbell indicated that the Planning Commission will not have an opportunity to review where the 77 -unit reduction came from. The units are supplied from Phase 1 of the Uptown Newport Planned Community where the projects are administratively approved. Commissioner Rosene noted a discrepancy between the parking space minimum in the Conditions of Approval and the proposed number. Commissioner Klaustermeier disclosed text correspondence with the applicant. Commissioner Weigand and Chair Lowrey disclosed speaking with the applicant. Vice Chair Kleiman, and Commissioners Ellmore, Koetting, and Rosene disclosed no ex -parte communications. Chair Lowrey opened the public hearing. Ken Picerne, President and CEO of The Picerne Group, introduced the consultants for the Project and described the Project objective to create a mixed -income plan, combining the high standards of luxury with Affordable Housing. Amanda Tropiano, Principal of De Novo Planning Group, utilized a presentation to introduce the Project team, Project Sponsor, the commitment of the Picerne Group' to the City of Newport Beach, Picerne Group's professional 6 of 8 15-427 Planning Commission Regular Meeting Minutes February 17, 2022 history and photos of One Uptown Newport, overview of the Project including a vicinity map, existing conditions, and Project context. Irwin Yau, Principal of TCA Architects, showed a powerpoint presentation to share the site plan, architectural strategy, and design features, clarify 34 guest parking spaces designated by the letter G, resident parking, 346 total parking spaces, more than the 233 -parking space requirement. He additionally shared the Project perspective from Bristol Street and Spruce Street, elevations, building sections, and materials. Matt Jackson, Vice President of MJS Landscape Architecture, utilized a presentation to share the design process, lifestyle imagery, composite landscape plan, ground level, podium level, and roof deck amenities, example amenity imagery from One Uptown Newport, and plant imagery. Ms. Tropiano utilized a presentation to share letters of support the applicant received from nearby businesses, property owners, and stakeholders, acknowledged the applicant's work to understand and accommodate the needs and concerns in the community, and summarize community benefits that address housing needs, support local business, and respect the community. In reply to Commissioner Koetting's question, Mr. Yau clarified that Studio units do not have balconies, One - bedroom units have balconies, and Affordable Housing is offered in Studio, One -bedroom, and Two-bedroom units, the trash collection process, and ground level entry points and agreed to evaluate the doorway size in the Loading Zone and Trash Staging Area before describing the move -in elevator features. In response to Commissioner Koetting's question, Traffic Engineer Brine clarified the purpose and function of the Spruce Street pull -off area, no parking signage, and no need for a traffic signal at Spruce Street. In answer to Commissioner Weigand's question, Mr. Yau indicated that resident parking will be assigned, and the Project is in compliance with electric vehicle parking availability. Jim Mosher noted the misuse of the word "imagery" and "maximum" as it relates to the building heights on handwritten page 34 fact number 3 and discrepancies with the very Low -Income Housing Density Bonus and Project Relief, Municipal Code, and Development Right Transfer Findings. Cort Ensign noted setbacks, landscaping accommodations to hide big structures, future developers seeking the same project type, and future plans for Newport Beach. The applicant agreed to the Conditions of Approval found within the Resolution. In response to Commissioner Koetting's question, Deputy Director Campbell clarified that the Newport Place Planned Community Affordable Housing requirement is satisfied through the Density Bonus and facts exist to support the Findings for the Transfer of Development Rights and that, although the City's Density Bonus Ordinance is out of date, the action is compliant with State Density Bonus Law. In reply to Commissioner Rosene's inquiries, Associate Planner Crager clarified that the applicant's proposal includes more parking spaces than what is required by the Density Bonus per State Law in the Conditions of Approval and Deputy Community Development Director Campbell noted that the substantial conformance condition is satisfactory. In response to Commissioner Koetting's question, Mr. Yau indicated that a 20/30 plaster finish is included in the proposal. Chair Lowrey closed the public hearing. Commissioner Weigand noted the view opposite the Project, listed neighboring amenities within walking distance, and supported the Project. Motion made by Commissioner Weigand and seconded by Commissioner Kleiman to approve the staff recommendation. 7 of 8 15-428 Planning Commission Regular Meeting Minutes February 17, 2022 AYES: Lowrey, Kleiman, Klaustermeier, Rosene, Weigand, and Koetting NOES: None RECUSED: Ellmore ABSENT: None VIII. STAFF AND COMMISSIONER ITEMS ITEM NO. 5 MOTION FOR RECONSIDERATION None ITEM NO. 6 REPORT BY THE COMMUNITY DEVELOPMENT DIRECTOR OR REQUEST FOR MATTERS WHICH A PLANNING COMMISSION MEMBER WOULD LIKE PLACED ON A FUTURE AGENDA. Deputy Director Campbell reported that on February 8, 2022, the City Council approved the Housing Element and it was submitted to the State of California. The Junior Lifeguard Facility will be heard by the California Coastal Commission on March 9th, and the next Planning Commission meeting will be on March 17th. He further indicated that the Newport Crossing project has been plan checked and is awaiting permit issuance and 4400 Von Karman project is pending but is stalled due to an unresolved lawsuit, and, upon resolution, the project is expected to move forward quickly. ITEM NO. 7 REQUESTS FOR EXCUSED ABSENCES None IX. ADJOURNMENT — 9:11 p.m. 8 of 8 15-429 Attachment E Planning Commission Resolution No. 2022-003 15-430 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 RESOLUTION NO. PC2022-003 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH, CALIFORNIA RECOMMENDING CITY COUNCIL ADOPTION OF ENVIRONMENTAL IMPACT REPORT ADDENDUM NO. ER2022-001, SITE DEVELOPMENT REVIEW NO. SD2021-003, AFFORDABLE HOUSING IMPLEMENTATION PLAN NO. AH2022-001, TRAFFIC STUDY NO. TS2022-001, AND TRANSFER OF DEVELOPMENT RIGHTS NO. TD2022-001 FOR THE RESIDENCES AT 1300 BRISTOL PROJECT LOCATED AT 1300 BRISTOL STREET (PA2021-161) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. An application was filed by BCD Newport Beach, LLC ("Applicant"), with respect to property located at 1300 Bristol Street, and legally described in Exhibit "A" attached hereto and incorporated herein by reference ("Property"). 2. The Applicant is requesting an approval for the development of 193 apartment units, including a 346 -space subterranean parking structure ("Project"). The following approvals are requested or required in order to implement the Project as proposed: • Major Site Development Review ("SD") - A site development review in accordance with the Newport Place planned community and Section 20.52.80 (Site Development Reviews) of the Newport Beach Municipal Code ("NBMC"), for the construction of the Project; Traffic Study ("TS") - A traffic study pursuant to Chapter 15.40 (Traffic Phasing Ordinance) of the NBMC; Affordable Housing Implementation Plan ("AHIP") - A program specifying how the Project would meet the City's affordable housing requirements, in exchange for a request of 50 percent increase in density. The Applicant seeks six (6) development standard waivers related to park land dedication, building setbacks, building height, private open space for each residential unit, common open space for the entire Project, and overall residential project density pursuant to Chapter 20.32 (Density Bonus) of the NBMC and Government Code Section 65915 (Density Bonus Law). The Applicant also seeks two (2) development concessions related to the mix of affordable units and park in -lieu fee payment, pursuant to Chapter 20.32 (Density Bonus) of the NBMC and Government Code Section 65915; • Transfer of Development Rights ("TDR") — A transfer of development rights for 77 residential dwelling units from the Uptown Newport Development located at 4311 15-431 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae2of31 Jamboree Road to the subject site, pursuant to Chapter 20.46 (Transfer of Development Rights) of the NBMC; and Addendum to the 2006 General Plan Update Program Environmental Impact Reports ("Addendum") - Pursuant to the California Environmental Quality Act ("CEQA"), the addendum addresses reasonably foreseeable environmental impacts resulting from the Project 3. The Property is designated MU -H2 (Mixed -Use Horizonal 2) by the City of Newport Beach General Plan ("General Plan") Land Use Element and located within the General Commercial Site 4 of Newport Place Planned Community (PC11) Zoning District. 4. The Property is not located within the coastal zone. 5. A public hearing was held on February 17, 2022 in the Council Chambers at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with Government Code Section 54950 et seq. ("Ralph M. Brown Act"), and Chapter 20.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. On July 25, 2006, the City Council adopted Resolution No. 2006-75, thereby certifying the adequacy and completeness of the Environmental Impact Report ("EIR") for the General Plan Update (SCH No. 2006011119). The EIR was prepared in compliance with CEQA Guidelines set forth in the California Public Resources Code Section 21000 et seq. and its implementing State regulations set forth in the California Code of Regulations Title 14, Division 6, Chapter 3 ("CEQA Guidelines") and City Council Policy K-3. Additionally, in accordance with Section 15168(a) of the CEQA Guidelines, the City prepared the EIR as a Program Environmental Impact Report ("PEIR"). This PEIR analyzed the potential impacts of a citywide land use plan, and the goals and policies of 10 general plan elements. Additionally, on November 22, 2011, the City Council adopted General Plan Amendment No. GP2008-003, thereby approving the City of Newport Beach Housing Element Update (2008-2014) and its associated Housing Element and Initial Study/Negative Declaration under CEQA. The PEIR and Initial Study/Negative Declaration are collectively referred to herein as the "PEIR". 2. Pursuant to Section 21166 of the California Public Resources Code and Section 15162 of the CEQA Guidelines, when an EIR has been certified for a project, no subsequent EIR is required unless the lead agency determines, on the basis of substantial evidence in the light of the whole record, one or more of the following: a. Substantial changes are proposed in the project which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; 15-432 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 3 of 31 b. Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or c. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete, shows any of the following: i. The project will have one or more significant effects not discussed in the previous EIR; ii. Significant effects previously examined will be substantially more severe than shown in the previous EIR; iii. Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or iv. Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative. 3. As the Project is within the allowable residential land use and density in the General Plan and analyzed in the PEIR, an Addendum to PEIR was prepared pursuant to Section 15162 (Subsequent EIRs and Negative Declarations) and 15164 (Addendum to an EIR or Negative Declaration) of the CEQA Guidelines. 4. The following environmental topics were analyzed for the Project: Aesthetics, Air Quality, Biological Resources, Cultural Resources, Energy, Geology and Soils, Greenhouse Gas Emissions, Hazards and Hazardous Materials, Hydrology and Water Quality, Land Use and Planning, Mineral Resources, Noise, Population and Housing, Public Services, Recreation, Transportation, Utilities and Service Systems, and Wildfire. The Addendum includes analysis of new topics that were not included in the previous EIRs; specifically, it includes a new energy section and a new wildfire section. These additional analyses are appropriate for inclusion in the Addendum, but none result in new or increased significant impacts that would require preparation of a subsequent EIR pursuant to Section 15162 of the CEQA Guidelines. 5. On the basis of the PEIR and entire environmental review record, the Project will not result in any new significant impacts that were not previously analyzed in the PEIR. The Addendum confirms and provides substantial evidence that the potential impacts associated with this Project would either be the same or less than those described in either the PEIR, as mitigated by applicable mitigation measures in the PEIR. In addition, there 15-433 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 4 of 31 are no substantial changes to the circumstances under which the Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in either the PEIR, nor has any new information regarding the potential for new or more severe significant environmental impacts been identified. Therefore, in accordance with Section 15164 of the CEQA Guidelines, an addendum to the previously adopted PEIR is the appropriate environmental document for the Project. In taking action to approve any of the requested applications for the Project, the data presented in the PEIR, as augmented by the Addendum for this Project, are considered as part of the record. 6. The Addendum to the PEIR, is hereby recommended for adoption by the City Council given its analysis and conclusions. The Addendum to the PEIR and related and referenced documentation, constitute the administrative record upon which this decision was based, are on file with the Planning Division, City Hall, 100 Civic Center Drive, Newport Beach, California. 7. The Planning Commission finds that judicial challenges to the City's CEQA determinations and approvals of land use projects are costly and time consuming. In addition, project opponents often seek an award of attorneys' fees in such challenges. As project applicants are the primary beneficiaries of such approvals, it is appropriate that such applicants should bear the expense of defending against any such judicial challenge, and bear the responsibility for any costs, attorneys' fees, and damages which may be awarded to a successful challenger. SECTION 3. REQUIRED FINDINGS. Major Site Development Review In accordance with Section 20.52.080(F) (Site Development Reviews — Findings and Decisions) of the NBMC, the following findings and facts in support of such findings are set forth as follows: Finding: A. The proposed development is allowed within the subject zoning district. Fact in Support of Finding: The Property is located within General Commercial Site 4 of the Newport Place Planned Community (PC11) with a residential overlay. The residential overlay allows for residential development consistent with the Mixed -Use Horizontal 2 (MU -H2) land use designation and subject to site development review. Finding: B. The proposed development is in compliance with all of the following applicable criteria: 15-434 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 5 of 31 Compliance with this section, the General Plan, this Zoning Code, any applicable specific plan, and other applicable criteria and policies related to the use or structure; ii. The efficient arrangement of structures on the site and the harmonious relationship of the structures to one another and to other adjacent developments; and whether the relationship is based on standards of good design; iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on the site and adjacent developments and public areas; iv. The adequacy, efficiency, and safety of pedestrian and vehicular access, including drive aisles, driveways, and parking and loading spaces; v. The adequacy and efficiency of landscaping and open space areas and the use of water efficient plant and irrigation materials; and vi. The protection of significant views from public right(s)-of-way and compliance with NBMC Section 20.30. 100 (Public View Protection). Facts in Support of Finding: The Property is located in the Airport Area and has a City of Newport Beach General Plan Land Use Element designation of MU -H2 (Mixed -Use Horizontal 2), which provides for a horizontal intermixing of uses that may include regional commercial office, multifamily residential, vertical mixed-use buildings, industrial, hotel rooms, and ancillary neighborhood commercial uses. The MU -H2 designation applies to a majority of properties in the Airport Area outside the high noise levels from John Wayne Airport. The MU -H2 designation allows a maximum of 2,200 residential units as replacement of existing office, retail, and/or industrial uses at a maximum density of 50 units per net acre. Any eligible density bonus allowed by Government Code Section 65915 (Density Bonus Law) and Chapter 20.32 (Density Bonus) of the NBMC are not included in the 2,200 allowance or the 50 dwelling units per acre standard. The City of Newport Beach General Plan contains a number of policies that provide for the orderly development of the MU -H2 properties in the Airport Business Area, from a business park, to a mixed-use district with cohesive residential villages integrated within the existing fabric of office, industrial, retail, and airport -related businesses. Residential opportunities are to be developed as clusters of residential villages centering on neighborhood parks and interconnected by pedestrian walkways. These would contain a mix of housing types and buildings that integrate with ground level retail and residential uses at a sufficient scale to achieve a complete neighborhood. 2. The Project is consistent with the following City of Newport Beach General Plan policies that establish fundamental criteria for the formation and implementation of new residential villages in the Airport Business Area (additional policy analysis is included in the EIR Addendum attached hereto as Exhibit "B"): 15-435 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 6 of 31 a. Land Use Element Policy LU 2.3 Range of Residential Choices. Provide opportunities for the development of residential units that respond to community and regional needs in terms of density, size, location, and cost. Implement goals, policies, programs, and objectives identified within the City's Housing Element. The Project establishes 193 multi -family residential units, including 24 affordable units, that can respond to market needs and diversify the City's housing stock. b. Land Use Element Policy LU 6.15.5 Residential and Supporting Uses. Accommodate the development of a maximum of 2,200 multi -family residential units, including work force housing, and mixed-use buildings that integrate residential with ground level office or retail uses, along with supporting retail, grocery stores, and parklands. Residential units may be developed only as the replacement of underlying permitted nonresidential uses. When a development phase includes a mix of residential and nonresidential uses or replaces existing industrial uses, the number of peak hour trips generated by cumulative development of the site shall not exceed the number of trips that would result from development of the underlying permitted nonresidential uses. However, a maximum of 550 units may be developed as infill on surface parking lots or areas not used as occupiable buildings on properties within the Conceptual Development Plan Area depicted on Figure LU22 provided that the parking is replaced on site. General Plan Land Use Policy 6.15.5 established a development limit of 2,200 maximum dwelling units for the Airport Area. Of the 2,200 residential units allowed, 1,650 units may be developed as replacement of existing office, retail, and/or industrial uses. The remaining 550 units are classified as additive units meaning they are not required to replace other units and they may be constructed as "in -fill" units to existing commercial or office development within the Conceptual Development Plan Area ("CDPA") of the Airport Area. Any eligible density bonus allowed by Government Code Sections 65915 (Density Bonus Law) and NBMC Chapter 20.32 (Density Bonus) are not included in the 2,200 -unit allowance. Considering the dwelling unit sum of the previously approved projects and the proposed Project, the remaining development allocation within the Airport Area would be 353 dwelling units (exclusive of density bonus units). c. Land Use Element Policy LU 6.15.6 Size of Residential Villages. Allow development of mixed-use residential villages, each containing a minimum of 10 acres and centered on a neighborhood park and other amenities (as conceptually illustrated in Figure LU23). The first phase of residential development in each village shall encompass at least 5 gross acres of land, exclusive of existing rights-of-way. This acreage may include multiple parcels provided that they are contiguous or face one another across an existing street. At the discretion of the City, this acreage may also include part of a contiguous property in a different land use category, if the City finds that a sufficient portion of the contiguous property is used to provide functionally proximate parking, open space, or other amenity. The "Conceptual Development Plan" area shown on Figure LU22 shall be exempt from the 5 -acre minimum, but a conceptual development plan described in Policy LU 6.15. 11 shall be required. 15-436 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 7 of 31 The Property is 1.97 acres in size. The development standards of the Residential Overlay in PC11 waive the minimum lot size requirement of LU 6.15.6, with the affordable housing provision. d. Land Use Policy LU 6.15.7. Overall Density and Housing Types. Require that residential units be developed at a minimum density of 30 units and maximum of 50 units per net acre averaged over the total area of each residential village. Net acreage shall be exclusive of existing and new rights-of-way, public pedestrian ways, and neighborhood parks. Within these densities, provide for the development of a mix of building types ranging from townhomes to high-rises to accommodate a variety of household types and incomes and to promote a diversity of building masses and scales. The Project has a base density of 40 units per acre (77 units on 1.97 acres) which is consistent with the 50 dwelling units per acre allowance. The base density does not include the 50 percent density bonus of 39 units that is allowed by the State Bonus Density law which includes 24 units set aside for affordable housing. The Project further proposed the transfer of 77 residential units from the Uptown Newport project. Altogether, the Project has an overall density of 98 dwelling units per acre. The Project includes a request to waive Land Use Policy 6.15.7. The Project is a for -rent apartment development with 193 apartment units. There is a mix of unit types, ranging from studios to two-bedroom units, accommodating a variety of household types and incomes. Of the 193 units, 24 units will be affordable to low- income households and 169 units will be market -rate housing. e. Land Use Policy LU 6.15.8 First Phase Development Density. Require a residential density of 45 to 50 units per net acre, averaged over the first phase for each residential village. This shall be applied to 100 percent of properties in the first phase development area whether developed exclusively for residential or integrating service commercial horizontally on the site or vertically within a mixed-use building. On individual sites, housing development may exceed or be below this density to encourage a mix of housing types, provided that the average density for the area encompassed by the first phase is achieved. The Project would be developed in one phase with a density of 98 units per acre. This increase in density is requested consistent with Government Code Sections 65915- 65918 (State Density Bonus Law). f. Land Use Policy LU 6.15.9 Subsequent Phase Development Location and Density. Subsequent phases of residential development shall abut the first phase or shall face the first phase across a street. The minimum density of residential development (including residential mixed-use development) shall be 30 units per net acre and shall not exceed the maximum of 50 units per net acre averaged over the development phase. See finding LU 6.15.8 First Phase Development Density above. g. Land Use Policy LU 6.15.13 Neighborhood Parks Standards. To provide a focus and identity for the entire neighborhood and to serve the daily recreational and commercial 15-437 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 8 of 31 needs of the community within easy walking distance of homes, require dedication and improvement of at least 8 percent of the gross land area (exclusive of existing rights-of- way) of the first phase development in each neighborhood, or % acre, whichever is greater, as a neighborhood park. This requirement may be waived by the City where it can be demonstrated that the development parcels are too small to feasibly accommodate the park or inappropriately located to serve the needs of local residents, and when an in -lieu fee is paid to the City for the acquisition and improvement of other properties as parklands to serve the Airport Area. In every case, the neighborhood park shall be at least 8 percent of the total Residential Village Area or one acre in area, whichever is greater, and shall have a minimum dimension of 150 feet. Park acreage shall be exclusive of existing or new rights-of-way, development sites, or setback areas. A neighborhood park shall satisfy some or all of the requirements of the Park Dedication Ordinance, as prescribed by the Recreation Element of the General Plan. The Project includes a waiver from Land Use Policy LU 6.15.13, as is allowed by the policy, due to a 1.97 -acre parcel size that is too small to feasibly accommodate a park. The Applicant further requests City Council provide a concession of a waiver of the in - lieu park fee payment associated with this policy as a part of the concessions allowed through the request for density bonus, consistent with Government Code Sections 65915-65918 (State Density Bonus Law) and NBMC Section 20.32.050 (Allowed Incentives). This requested incentive does not include the park in -lieu fee payments associated with the 77 residential units transferred from the Uptown Newport Phase 1 development. h. Land Use Policy LU 6.15.14 Location. Require that each neighborhood park is clearly public in character and is accessible to all residents of the neighborhood. Each park shall be surrounded by public streets on at least two sides (preferably with on -street parking to serve the park), and shall be linked to residential uses in its respective neighborhood by streets or pedestrian ways. See finding LU 6.15.13 above. Land Use Policy LU 6.15.16 On -Site Recreation and Open Space Standards. Require developers of multi -family residential developments on parcels 8 acres or larger to provide on-site recreational amenities. For these developments, 44 square feet of on- site recreational amenities shall be provided for each dwelling unit in addition to the requirements under the City's Park Dedication Ordinance and in accordance with the Parks and Recreation Element of the General Plan. On-site recreational amenities can consist of public urban plazas or squares where there is the capability for recreation and outdoor activity. These recreational amenities may also include swimming pools, exercise facilities, tennis courts, and basketball courts. Where there is insufficient land to provide on-site recreational amenities, the developer shall be required to pay cash in - lieu that would be used to develop or upgrade nearby recreation facilities to offset user demand as defined in the City's Park Dedication Fee Ordinance. 15-438 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 9 of 31 The acreage of on-site open space developed with residential projects may be credited against the parkland dedication requirements where it is accessible to the public during daylight hours, visible from public rights-of-way, and is of sufficient size to accommodate recreational use by the public. However, the credit for the provision of on-site open space shall not exceed 30 percent of the parkland dedication requirements The Project exceeds the 8,492 -square -foot (44 square feet x 193 units) on-site recreational amenities by providing a 9,506 -square -foot podium courtyard. This outdoor recreational area includes a pool, spa, outdoor fitness area, seating, and a fire pit. In addition, the Project includes an indoor fitness center, club house, dog wash room and dog park, and roof deck. Land Use Policy LU 6.15.17 Street and Pedestrian Grid. Create a pattern of streets and pedestrian ways that breaks up large blocks, improves connections between neighborhoods and community amenities, and is scaled to the predominantly residential character of the neighborhoods. The Project is a podium style development with an internal driveway for vehicular circulation around the building and connecting to Bristol Street and Spruce Street. Pedestrian connections are provided to public sidewalks along Spruce Street and Bristol Street. The Project also includes a condition of approval requiring an additional 2 -foot wide easement along the Bristol Street North frontage for sidewalk purposes to accommodate a future 10 -foot wide sidewalk when directed by the Public Works Department. k. Land Use Policy 6.15.18 Walkable Streets. Retain the curb -to -curb dimension of existing streets, but widen sidewalks to provide park strips and generous sidewalks by means of dedications or easements. Except where traffic loads preclude fewer lanes, add parallel parking to calm traffic, buffer pedestrians, and provide short term parking for visitors and shop customers. The Project retains the curb -to -curb dimension of both Bristol Street and Spruce Street. The Project includes a condition of approval requiring an additional 2 -foot wide easement along the Bristol Street North frontage for sidewalk purposes to accommodate a future 10 -foot wide sidewalk when directed by the Public Works Department. Land Use Policy 6.15.19 Connected Streets. Require dedication and improvement of new streets as shown on Figure LU23. The illustrated alignments are tentative and may change as long as the routes provide the intended connectivity. If traffic conditions allow, connect new and existing streets across Macarthur Boulevard with signalized intersections, crosswalks, and pedestrian refuges in the median. See finding Land Use Policy LU 6.15.18 above. m. Land Use Policy 6.15.20 Pedestrian Improvements. Require the dedication and improvement of new pedestrian ways as conceptually shown on Figure LU23. The alignment is tentative and may change as long as the path provides the intended connectivity. For safety, the full length of pedestrian ways shall be visible from 15-439 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 10 of 31 intersecting streets. To maintain an intimate scale and to shade the path with trees, pedestrian ways should not be sized as fire lanes. Pedestrian ways shall be open to the public at all times. See finding Land Use Policy LU 6.15.18 above. n. Land Use Policy LU 6.15.22 Building Massing. Require that high-rise structures be surrounded with low- and mid -rise structures fronting public streets and pedestrian ways or other means to promote a more pedestrian scale. The proposed six -story apartment building is 78 feet in height and is compatible with nearby properties located in the Airport Area, with building mass and scale similar to the nearby existing office developments. The Project includes pedestrian connectivity to public sidewalks along Bristol Street and Spruce Street and pedestrian -scale landscaped areas around the apartment building. o. Land Use Policy LU 6.15.23 Sustainability Development Practices. Require that development achieves a high level of environmental sustainability that reduces pollution and consumption of energy, water, and natural resources. This may be accomplished through the mix and density of uses, building location and design, transportation modes, and other techniques. Among the strategies that should be considered are the integration of residential with jobs -generating uses, use of alternative transportation modes, maximized walkability, use of recycled materials, capture and re -use of storm water on-site, water conserving fixtures and landscapes, and architectural elements that reduce heat gain and loss. The Project would be required to comply with the provisions of the Building and Energy Efficiency Standards (CCR, Title 24, Parts 6 and 11) and the Green Building Standards Code (CCR, Title 24, Part 11 - CALGreen). Additionally, the Project would implement water -efficient landscaping, water quality best management practices to treat surface runoff from the project site, and low impact development practices. The Project is also adjacent to office developments in the Airport Area and would provide housing near employment opportunities. The Project includes pedestrian linkage to public sidewalks that would provide connections throughout the site and to adjacent and surrounding uses, thereby providing an alternative mode of public transportation for the residents and their visitors. The Project would also provide alternative forms of transportation to residents by locating close to the existing Orange County Transportation Authority ("OCTA") bus routes provided along Bristol Street and Birch Street. p. Land Use Policy LU 6.15.24 Airport Compatibility. Require that all development be constructed in conformance with the height restrictions set forth by Federal Aviation Administration (FAA), Federal Aviation Regulations (FAR) Part 77, and Caltrans Division of Aeronautics, and that residential development be located outside of the 65 dBA CNEL noise contour specified by the 1985 JWA Master Plan. 15-440 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 11 of 31 The Project is located at 1300 Bristol Street, which is located outside the 65 dBA CNEL contour as that noise contour is mapped by the 2008 JWA Airport Environs Land Use Plan that accounts for the most recent update to the JWA Master Plan. The Federal Aviation Administration ("FAA") conducted an aeronautical study of the Project pursuant to applicable Federal regulations and has determined no hazard to air navigation for the project. 3. The proposed six -story residential building would be 78 feet in height inclusive of architectural elements and rooftop mechanical equipment. The architecture would be high- quality and incorporate neutral colors with stone/tile, metal, and glass features. The Project's building mass is compatible with the surrounding office developments 4. The Project includes a variety of enhanced amenities such as private balconies for most of the units, an outdoor courtyard with pool and spa, a clubroom, a fitness center, a dog wash room and a dog park, and a roof deck. 5. The Project includes 346 onsite parking spaces located in a subterranean gated parking structure. Therefore, upon completion of the Project, there would be adequate onsite parking exceeding the minimum required residential standard pursuant to Density Bonus Law. 6. The Project site is generally flat and bordered by existing office buildings, storage, and developed roadways. The City's General Plan does not identify any scenic vistas or view points on or proximate to the Project site. The nearest public view point to the Project site identified in the City's General Plan is approximately 3,000 feet to the south at Bayview Park. The nearest coastal view designated portion of Jamboree Road is approximately 3,000 feet south of the site. Due to the distance and highly urbanized nature of the Project area, public coastal views along this view corridor would not be impacted by the Project. Finding: C. The proposed development is not detrimental to the harmonious and orderly growth of the City, nor will it endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of person residing or working in the neighborhood of the proposed development. Facts in Support of Finding: 1. The Project has been designed to ensure that potential conflicts with surrounding uses are minimized to the extent possible to maintain a healthy environment for both surrounding businesses and residents by providing an architecturally pleasing project with articulation and building modulations to enhance the urban environment. 2. The proposed residential building has been designed to accommodate and provide safe access for emergency vehicles, delivery trucks, and refuse collections vehicles, as determined by the City Traffic Engineer. Refuse collection is accommodated via an on-site staging area along the private driveway to ensure safe maneuvering by refuse vehicles. Emergency vehicles will have access via Bristol Street and Spruce Street. 15-441 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 12 of 31 3. The Project site is located approximately 0.57 mile east of the southernmost John Wayne Airport runway and is within the notification area of the AELUP for John Wayne Airport. However, the Project is below the maximum transitional imagery surface heights, and thus the Project is within the building height limits of the AELUP. The property is located within the 60dBA CNEL noise contours for John Wayne Airport and Safety Zone 6 (Traffic Pattern Zone), where the likelihood of an accident is low. Consistent with the residential overlay, the Project has been conditioned to provide notice to all future residents of potential annoyances or inconveniences associated with residing in proximity to airport operations. 4. The Project will comply with all Building, Public Works, Fire Codes, City ordinances, and all conditions of approval. Traffic Study In accordance with Section 15.40.030 (Standards for Approval—Findings—Exemptions) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: A. That a traffic study for the project has been prepared in compliance with this chapter and Appendix A (NBMC Chapter 15.301, Facts in Support of Finding: 1. A traffic study, entitled Picerne Residential (1300 Bristol Street North) Traffic Impact Analysis, prepared by Ganddini Group, Inc., dated November 23, 2021, was prepared for the Project in compliance with Municipal Code Chapter 15.40 (Traffic Phasing Ordinance and Appendix A). 2. That, based on the weight of the evidence in the administrative record, including the traffic study, one of the findings for approval in subsection (B) [NBMC Section 15.40.030(8)(1)] can be made: Section 15.40.030(8)(1) (Findings for Approval) of the NBMC states: Construction of the project will be completed within sixty (60) months of project approval; and a. The project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection, or b. The project including circulation improvements that the project proponent is required to make and/or fund, pursuant to a reimbursement program or otherwise, will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection, or c. The project trips will cause or make worse an unsatisfactory level of traffic service at one or more impacted primary intersection(s) but the project proponent is required to 15-442 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 13 of 31 construct and/or fund, pursuant to a reimbursement program or otherwise, circulation improvements, or make contributions, such that: 1. The project trips will not cause or make worse an unsatisfactory level of traffic service at any impacted primary intersection for which there is a feasible improvement, and 2. The benefits resulting from circulation improvements constructed or funded by, or contributions to the preparation or implementation of a traffic mitigation study made by, the project proponent outweigh the adverse impact of project trips at any impacted primary intersection for which there is (are) no feasible improvement(s) that would, if implemented, fully satisfy the provisions of Section 15.40.030 (8)(1)(b). In balancing the adverse impacts and benefits, only the following improvements and/or contributions shall be considered with the greatest weight accorded to the improvements and/or contributions described in subparagraphs (a) and (b) below: a. Contributions to the preparation of, and/or implementation of some or all of the recommendations in, a traffic mitigation study related to an impacted primary intersection that is initiated or approved by the City Council, b. Improvements, if any, that mitigate the impact of project trips at any impacted primary intersection for which there is (are) no feasible improvement(s) that, if implemented, would satisfy the provisions of Section 15.40.030(8)(1)(b), c. Improvements that mitigate the impacts of project trips on any impacted primary intersection in the vicinity of the project, d. Improvements that mitigate the impacts of project trips on any impacted primary intersection operating, or projected to operate, at or above 0.80 ICU, or d. The project complies with (1)(b) upon the completion of one or more circulation improvements; and: The time and/or funding necessary to complete the improvement(s) is (are) not roughly proportional to the impacts of project -generated trips, and 2. There is a strong likelihood the improvement(s) will be completed within forty-eight (48) months from the date the project and traffic study are considered by the Planning Commission, or City Council on review or appeal. This finding shall not be made unless, on or before the date of approval, a conceptual plan for each improvement has been prepared in sufficient detail to permit estimation of cost and funding sources for the improvement(s); the improvement(s) is (are) consistent with the circulation element or appropriate amendments have been initiated; an account has been established to receive all funds and contributions necessary to construct the improvement(s) and the improvement is identified as one to be constructed pursuant to the five year capital improvement plan and as specified in Appendix A, and 15-443 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 14 of 31 3. The project proponent pays a fee to fund construction of the improvement(s). The fee shall be calculated by multiplying the estimated cost of the improvement(s) by a fraction. The fraction shall be calculated by dividing the "effective capacity decrease" in the impacted primary intersection attributable to project trips by the "effective capacity increase" in the impacted primary intersection that is attributable to the improvement. The terms "effective capacity increase" and "effective capacity decrease" shall be calculated in accordance with the provisions of Appendix A. Facts in Support of Finding: 1. Based on the weight of the evidence in the administrative record, including the Traffic Study, and the conditions of approval, all of the findings for approval in Section 15.40.030(B)(1)(a) can be made in that: a. The Project is anticipated to be complete within a 28 -month period, well within the 60 - month criteria. Therefore, the Traffic Study addresses the entire project development. b. The Traffic Study provides an evaluation of morning and evening peak hours at 13 existing intersections that are located in the City and the adjoining City of Irvine. c. The Project is projected to generate an additional 726 trips, 31 peak AM trips and 47 peak PM trips. When these trips distributed to these studied intersections, the analysis concludes that there is no significant impact as the Project will neither cause nor make worse an unsatisfactory level of service at any impacted primary intersection, and all intersections are forecasted to continue to operate at acceptable Levels of Service. Finding: A. That the project proponent has agreed to make or fund the improvements, or make the contributions, that are necessary to make the findings for approval and to comply with all conditions of approval. Fact in Support of Finding: The Project will be required for the payment of Fair Share fees in accordance with Chapter 15.32 (Underground Utilities) that will be used to fund future planned improvements to the City's circulation system. Additionally, the Project will be required to pay any applicable fees for the Major Thoroughfare and Bridge Fee Program. Affordable Housing Implementation Plan The proposed Affordable Housing Implementation Plan ("AHIP") is consistent with the intent to implement affordable housing goals within the City pursuant to Government Code Sections 65915-65918 (State Density Bonus Law), and Title 20, Chapter 20.32 (Density Bonus) of the NBMC for the following reasons: 15-444 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 15 of 31 Consistent with the requested 50 percent density bonus30 percent (24 units) of the Project's base units (77) would be set aside as affordable units to lower income households. Lower income households are defined as households 80 percent or less of the area median income, adjusted for family size for minimum term of 55 years for very low-income households, consistent with the Density Bonus Law and 30 years for low- income households, consistent with Residential Overlay of Newport Place Planned Community. 2. The State Density Bonus Law and the City's Density Bonus Code provide for an increase in the number of units above General Plan and zoning limits for projects that include a minimum of 30 percent of the base units affordable to low-income households earning 680 percent or less of area median income. The Project's inclusion of 24 low-income units, which is 30 percent of the base unit count of 77 units makes the Project eligible for 39 additional units. Inclusive of 77 units transferred from a 4311 Jamboree Road, the project total is 193 units. 3. In addition to the 39 density bonus units, the Project is entitled to receive up to three incentives or concessions that would result in identifiable, financially sufficient, and actual cost reductions. The Project applicant includes requests to the City Council for two development concessions: for the proposed affordable unit mix that does not meet NBMC Section 20.32.070 (Design and Distribution of Affordable Units) and for a waiver of the park in -lieu fee described in General Plan Land Use Policy LU 6.15.13. NBMC Section 20.32.070 (Design and Distribution of Affordable Units) requires affordable units in a density bonus project reflect the same range of unit types in the residential development as a whole. In this case, the Project provides a higher percentage of affordable studio units and fewer affordable two-bedroom units compared to market rate units. Granting this incentive will result in identifiable, financially sufficient, and actual project cost reductions by reducing the long-term rental subsidy costs associated with the two-bedroom units and affording additional rental income for the project to ensure financial feasibility. 4. In addition to the density bonus units and financial concessions, the Project is entitled to receive waivers or reductions of development standards if the development standard would physically prevent the project from being built at the permitted density. In this case, the Project Applicant requests waivers of the following development standards: a. Park dedication requirement. General Plan Land Use Policy LU 6.15.13 requires a public park equal to eight percent of the gross land area of the development, or a minimum one-half acre, whichever is greater, be provided. In this case, the 1.97 -acre Project site is too small to feasibly accommodate a half -acre park. b. Street setbacks. The Newport Place Planned Community (PC -11) requires street setbacks of 30 feet from property lines. In this case, 30 -foot setbacks along Bristol Street and Spruce Street would substantially decrease the development of the footprint of the Project. The Project is designed with 8 -foot setbacks to Spruce Street and 17 -foot setbacks to Bristol Street (18 feet to building face, 17 feet to balconies). 15-445 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 16 of 31 c. Building height. The Newport Place Planned Community (PC -11) limits building height to 55 feet from established grade. In this case, a higher building height is necessary to accommodate 193 residential units. The Project is designed with a height of 78 feet from established grade. d. Private open space. NBMC Section 20.18.030 (Residential Zoning Districts General Development Standards) requires a minimum of 5 percent of the gross floor area of each unit to be provided as open space. The Project as designed does not provide this minimum open space for the studio floor plan units due to their size and location within the project. e. Residential density. General Plan Land Use Policy LU 6.15.7 requires residential density between 30-50 units per acre. Inclusive of the base units (77 units), density bonus units (39 units), and transferred units (77 units), the Project totals 193 dwelling units at a density of 98 units per acre. Common open space. NBMC Section 20.18.030 (Residential Zoning Districts General Developments Standards) requires a minimum of 75 square feet per unit be provided as common open space area. In this case, the requirement is 14,475 square feet (75 square feet per unit x 193 units). The Project as designed provides 9,506 square feet of common open space due to space limitations on the 1.97 -acre lot. Transfer of Development Rights In accordance with Section 20.46.050 (Findings) of the NBMC, the following findings and facts in support of such findings are set forth: Finding: A. The reduced density/intensity on the donor site provides benefits to the City. Fact in Support of Finding: Uptown Newport is entitled for up to 1,244 residential units developed in two phases with a maximum of 680 units in Phase 1 and 564 units in Phase 2. Phase 1 of the development is nearing completion, with 548 units constructed, under construction, or submitted for entitlement review. The reduction of 77 units from the Uptown Newport development will more accurately reflect the Phase 1 development and result in a more efficient use of land to be developed in Phase 2. Finding: B. The transfer of development rights will not result in any adverse traffic impacts and would not result in greater intensity than development allowed without the transfer and the proposed uses and physical improvements would not lend themselves to conversion to higher traffic generating uses. 15-446 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 17 of 31 Fact in Support of Finding: See facts in support of findings for Traffic Study, above. Finding: C. The increased development potential transferred to the receiver site will be compatible and in scale with surrounding development and will not create abrupt changes in scale or character. Facts in Support of Finding: See facts in Support of Findings B and C for Major Site Development Review, above. Finding: D. The receiver site is physically suitable for the development proposed taking into consideration adjacent circulation patterns, protection of significant public views and open space, and site characteristics, including any slopes, submerged areas, and sensitive resources. Facts in Support of Finding: 1. See Facts in Support of Finding B for Major Site Development Review, above. 2. The 77 -transferred units will be subject to the payment of park in -lieu fee and a public benefit fee, pursuant to the terms and conditions of the Uptown Newport DA. The use of park in -lieu fees is subject to City Council Policy B-1 (Park Fee Policy). The use of public impact fees is subject to the discretion of City Council. The applicant is responsible for the payment of these fees upon issuance of a building permit. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Planning Commission of the City of Newport Beach hereby recommends the following to the City Council: a. Adopt Environmental Impact Report Addendum No. ER2022-001 to the 2006 General Plan Update (SCH2006011119), as depicted in Exhibit "B" which is attached hereto and incorporated by reference; b. Approve Affordable Housing Implementation Plan No. AH2022-001, including requested development standard waivers related to park land dedication, building setbacks, building height, private open space for the studio -size rental units, common open space for the entire Project, and overall residential project density, and development concessions related to the mix of affordable units and park in -lieu 15-447 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 18 of 31 fee payment, as depicted in Exhibit "C" which is attached hereto and incorporated by reference, C. Approve Traffic Study No. TS2022-001, as depicted in Exhibit D, with conditions of approval as depicted in Exhibit "D" which is attached hereto and incorporated by reference, d. Approve Transfer of Development Rights No. TD2022-001, as depicted in Exhibit "E" which is attached hereto and incorporated by reference; and e. Approve Major Site Development Review No. SD2021-003, with conditions of approval as depicted in Exhibit "F" which is attached hereto and incorporated by reference. PASSED, APPROVED, AND ADOPTED THIS 17 DAY OF FEBRUARY, 2022. AYES: Klaustermeier, Kleiman, Koetting, Lowrey, Rosene, and Weigand NOES: None RECUSED: Ellmore ABSENT: None BY: (m- fit., (Ow" Lee Lowrey, Chairman BY: Seimone Jurjis, x Icio Secretary Attachment(s): Exhibit A — Legal Description Exhibit B — Addendum to the 2006 General Plan Update (SCH NO. 2006011119) Exhibit C —Affordable Housing Implementation Plan Exhibit D — Traffic Study Exhibit E — Transfer of Development Rights Exhibit F — Conditions of Approval 15-448 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 19 of 31 1 *:/:1111 iTi_VA LEGAL DESCRIPTION PARCEL 2, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 49, PAGE 18 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 15-449 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 20 of 31 I*:/:1111 Ell ADDENDUM TO THE 2006 GENERAL PLAN UPDATE (SCH NO. 2006011119) Available separately due to bulk at: www.newportbeachca.gov/cega 15-450 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 21 of 31 EXHIBIT "C" AFFORDABLE HOUSING IMPLEMENTATION PLAN 15-451 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 22 of 31 I*:/:1111MIN TRAFFIC STUDY Available separately due to bulk at: https://www.newportbeachca.gov/PLN/Planning Commission Large/TPO.pdf 15-452 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 23 of 31 IWN: 1131MdA TRANSFER OF DEVELOPMENT RIGHTS: A TRANSFER OF 77 UNBUILT RESIDENTIAL UNITS FROM UPTOWN NEWPORT PHASE 1 DEVELOPMENT (4311 JAMBOREE) TO SUBJECT SITE (1300 BRISTOL NORTH STREET) 15-453 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 24 of 31 CONDITIONS OF APPROVAL (Project -specific conditions are in italics) Planning Division The development shall be in substantial conformance with the approved site plan, floor plans, landscape 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 compliance with all applicable submittals approved by the City of Newport Beach ("City") and all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 3. Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2022-001, Traffic Study No. TS2022-001, and Transfer of Development Rights No. TD2022-001 shall expire unless exercised within twenty-four (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. 4. The proposed residential development shall consist of 193 apartment units, inclusive of 77 base units, 77 transferred units, and 39 density bonus units. 5. A minimum of 233 on-site parking spaces shall be provided for residents and guest parking to be located within the residential parking structure. 6. A minimum of 12 apartment units shall be made affordable to very -low-income households and 12 apartment units shall made affordable to low-income households consistent with the approved Residences at 1300 Bristol Street Affordable Housing Implementation Plan (AH2022-001) dated January 7, 2022. 7. Prior to the issuance of a building permit, an affordable housing agreement shall be executed in a recordable form as required by the City Attorney's Office. 8. On-site recreational amenities: private balconies, a clubroom, a fitness center, podium courtyard, a roof terrace, a dog wash room and dog park, leasing lounge and business center as illustrated on the approved plans shall be provided and maintained for the duration of the Project. 9. Maximum building height of the residential structure shall be 78 feet, inclusive of architectural features and mechanical equipment. 10. The residential parking garage shall have the following features: a. A safe, secure and well lighted and signed pedestrian paths for all users. 15-454 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 25 of 31 b. Adequate and uniform lighting throughout each parking level. c. Panic alarms and two-way communication systems in prominent locations on each parking level. 11. Prior to the issuance of a building permit, an acoustical analysis report, prepared by an acoustical engineer, shall be submitted to the Planning Division describing the acoustical design features of the structure that will satisfy the exterior and interior noise standards. The Project shall be attenuated in compliance with the report. 12. Prior to the issuance of a building permit, the Applicant shall submit to the Community Development Department a final copy of FAA Determination of No Hazard to Air Navigation reflective of the proposed building height. 13. The Applicant shall comply with all applicable provisions of NBMC Chapter 15.38, Fair Share Traffic Contribution Ordinance, and Chapter 15.42, Major Thoroughfare and Bridge Fee Program. Prior to the issuance of a building permit, Fair Share and Transportation Corridor Agency fees shall be paid for the Project. 14. Prior to the issuance of a building permit, the Applicant shall pay applicable school fees for the Project. 15. Prior to the issuance of a building permit, the Applicant shall pay applicable property development tax as required pursuant to NBMC Chapter 3.12 (Property Development Tax) for the Project. 16. Prior to the issuance of a building permit, the Applicant shall pay applicable park in lieu fee for the 77 transferred units from Uptown Newport Planned Community, in accordance with Uptown Newport Development Agreement No. DA2012-003. 17. Prior to the issuance of a building permit, the Applicant shall pay applicable public benefit fee for the 77 transferred units from Uptown Newport Planned Community, in accordance with Uptown Newport Development Agreement No. DA2012-003. 18. Prior to the issuance of a building permit, the Applicant shall pay the Project's fair share of public safety fee, as determined by the Community Development Director, to fund the cost of staffing, services and equipment as necessary for fire -related public safety purposes. 19. The property management company shall distribute a written disclosure statement prior to lease or rental of any residential unit. The disclosure statement shall indicate that the occupants will be living in an urban type of environment and that the noise, odor, and outdoor activity levels may be higher than a typical suburban residential area. In addition, potential annoyances or inconveniences associated with residing in proximity to airport operations such as noise, vibration, and odor may occur. The disclosure statement shall include a written description of the potential impacts to residents of both 15-455 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 26 of 31 the existing environment and potential impacts based upon the allowed uses in the zoning district and proximity to airport. Each and every lessee or renter shall sign the statement acknowledging that they have received, read, and understand the disclosure statement. The Applicant shall covenant to include within all deeds, leases or contracts conveying any interest in the Project: (1) the disclosure and notification requirement stated herein; (2) an acknowledgment by all grantees or lessees that the property is located within an urban type of environment and that the noise, odor, and outdoor activity levels may be higher than a typical suburban residential area; and (3) acknowledgment that the covenant is binding for the benefit and in favor of the City of Newport Beach. 20. Any substantial modification to the approved Site Development Review plans, as determined by the Community Development Director, shall require an amendment to this Site Development Review application or the processing of a new application. 21. A copy of the Resolution, including conditions of approval Exhibit "F" shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 22. Prior to the issuance of a building permit, Applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Site Development Review file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Site Development Review and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 23. Prior to the issuance of a building permit, Applicant shall submit a detailed landscape and irrigation plan prepared by a licensed landscape architect for the Project. These plans shall incorporate drought tolerant plantings and water efficient irrigation practices, and the plans shall be approved by the Planning Division. 24. 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. 25. The site shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, if in the opinion of the Director of Community Development, the illumination creates an unacceptable negative impact on surrounding land uses or environmental resources. The Director may order the dimming of light sources or other remediation upon finding that the site is excessively illuminated. 15-456 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 27 of 31 26. Prior to the issuance of a building permit, the Applicant shall prepare photometric study for the Project in conjunction with a final lighting plan for approval by the Planning Division. All outdoor lighting fixtures shall be designed, shielded, aimed, located, and maintained to shield adjacent properties and to not produce glare onto adjacent properties or roadways. Parking lot light fixtures and light fixtures on buildings shall be full cut-off fixtures. 27. Prior to the issuance of Final Certificate of Occupancy, the Applicant shall schedule an evening inspection by the Code and Water Quality Enforcement Division to confirm control of light and glare specified in conditions of approval. 28. 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. 29. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 and other applicable noise control requirements of the Newport Beach Municipal Code. The maximum noise shall be limited to no more than depicted below for the specified time periods unless the ambient noise level is higher: 30. 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. 31. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise -generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise -generating construction activities are not allowed on Sundays or Holidays. 32. Refuse collection shall comply with the Waste Management Plan included in the approved plans. The Applicant's property management company shall contract with a franchised hauler on the City list of authorized companies. 33. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self -latching gate) or otherwise screened from view of neighboring properties, except when placed for pick-up by refuse collection agencies. 15-457 Between the hours of 7:OOAM and 10:OOPM Between the hours of 10:OOPM and 7:OOAM 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 30. 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. 31. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise -generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise -generating construction activities are not allowed on Sundays or Holidays. 32. Refuse collection shall comply with the Waste Management Plan included in the approved plans. The Applicant's property management company shall contract with a franchised hauler on the City list of authorized companies. 33. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self -latching gate) or otherwise screened from view of neighboring properties, except when placed for pick-up by refuse collection agencies. 15-457 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 28 of 31 34. The Applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self-contained dumpsters or periodic steam cleaning of the dumpsters, if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the provisions of NBMC Title 14 (Water and Sewers), including all future amendments (including Water Quality related requirements). 35. 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 Residences at 1300 Bristol Street including, but not limited to, Site Development Review No. SD2021-003, Affordable Housing Implementation Plan No. AH2022-001, Traffic Study No. TS2022-001, and Addendum to the 2006 General Plan Update Program Environmental Impact Reports No. ER2022-001 (PA2021-161). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by Applicant, City, and/or the parties initiating or bringing such proceeding. The Applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The Applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Fire Department 36. Two fire hydrants shall be provided on-site to serve the Project. The precise location of the proposed fire hydrants shall be approved by the Fire Marshal. 37. Prior to the issuance of any occupancy permits (temporary or final), all fire and life safety systems, and the emergency responder radio system shall be inspected and approved by the Fire Marshal. 38. Prior to the building permit issuance, a fire master plan shall be submitted and approved by the Fire Marshall. 39. Prior to any foundation permit issuance for the garage basement area, a temporary fire department access way, as approved by the Fire Department, shall be provided until the permanent fire access way is installed. Required fire and life safety systems, including the fire sprinkler system, shall be operational in the garage basement areas used for parking by the construction crews and for storage of building materials and construction equipment. 40. One elevator shall be gurney sized and equipped as a medical emergency elevator as CBC Section 3002. 15-458 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 29 of 31 41. Emergency responder radio coverage shall be required to comply with NBFD Guideline D.05 "Public Safety Radio Coverage" and CFC Section 510. 42. Emergency power and Standby Power System shall be required as per CFC Section 604.2.14. 43. An automatic sprinkler system shall be installed in accordance with CFC Section 903.2 amendment shall be provided throughout all buildings. 44. A standpipe system shall be required and installed as per CFC Section 905.3.1. 45. Fire Alarm system shall be provided as per CFC Section 907.2.9. Building Division 46. 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. 47. The Applicant shall employ the following best available control measures ("BACMs") to reduce construction -related air quality impacts: Dust Control • Water all active construction areas at least twice daily. • Cover all haul trucks or maintain at least two feet of freeboard. • Pave or apply water four times daily to all unpaved parking or staging areas. • Sweep or wash any site access points within two hours of any visible dirt deposits on any public roadway. • Cover or water twice daily any on-site stockpiles of debris, dirt or other dusty material. • Suspend all operations on any unpaved surface if winds exceed 25 mph. Emissions • Require 90 -day low-NOx tune-ups for off road equipment. • Limit allowable idling to 30 minutes for trucks and heavy equipment. Off -Site Impacts • Encourage carpooling for construction workers. • Limit lane closures to off-peak travel periods. • Park construction vehicles off traveled roadways. • Wet down or cover dirt hauled off-site. • Sweep access points daily. • Encourage receipt of materials during non -peak traffic hours. • Sandbag construction sites for erosion control. Fill Placement 15-459 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 30 of 31 The number and type of equipment for dirt pushing will be limited on any day to ensure that SCAQMD significance thresholds are not exceeded. Maintain and utilize a continuous water application system during earth placement and compaction to achieve a 10 percent soil moisture content in the top six-inch surface layer, subject to review/discretion of the geotechnical engineer. 48. Prior to the issuance of a aradina Dermit. a Storm Water Pollution Prevention Plan (SWPPP) and Notice of Intent (NOI) to comply with the General Permit for Construction Activities shall be prepared, submitted to the State Water Quality Control Board for approval and made part of the construction program. The Project Applicant will provide the City with a copy of the NOI and their application check as proof of filing with the State Water Quality Control Board. This plan will detail measures and practices that will be in effect during construction to minimize the project's impact on water quality. 49. Prior to the issuance of a grading permit, the Applicant shall prepare and submit a Water Quality Management Plan (WQMP) for the proposed project, subject to the approval of the Building Division and Code and Water Quality Enforcement Division. The WQMP shall provide appropriate Best Management Practices (BMPs) to ensure that no violations of water quality standards or waste discharge requirements occur. 50. A list of "good housekeeping" practices will be incorporated into the long-term post - construction operation of the site to minimize the likelihood that pollutants will be used, stored or spilled on the site that could impair water quality. These may include frequent parking area vacuum truck sweeping, removal of wastes or spills, limited use of harmful fertilizers or pesticides, and the diversion of storm water away from potential sources of pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list and describe all structural and non-structural BMPs. In addition, the WQMP must also identify the entity responsible for the long-term inspection, maintenance, and funding for all structural (and if applicable Treatment Control) BMPs. 51. Prior to the building plan check submittal, the Applicant shall submit the Project for Building Code Preliminary Review. 52. The residential dwelling units and their common use areas shall comply with Housing Accessibility per Chapter I IA. 53. The nonresidential portion of the development shall comply with the public accommodation requirements per Chapter 11 B. Public Works Department 54. All improvements shall be constructed as required by Ordinance and the Public Works Department. 55. An encroachment permit shall be required for all work activities within the public right- of-way. 15-460 DocuSign Envelope ID: 02EACD09-ACD7-4861-8598-030F1BC50FA9 Planning Commission Resolution No. PC2022-003 Paae 31 of 31 56. The final Construction Management Plan (CMP) shall be reviewed and approved by the Community Development Director and City Traffic Engineer prior to building permit issuance. 57. A Parking Management Plan (PMP) shall be reviewed and approved by the Community Development Director and City Traffic Engineer prior to building permit issuance. The PMP shall include information regarding gate operation, move -in and move -out, ride - share area, guest parking areas and residential parking areas. 58. Parking layout shall comply with the City Parking Lot standard STD -805. Dead-end drive aisle in public areas and or unassigned parking area shall provide a dedicated turnaround space and minimum 5 -foot drive aisle extension. 59. The Applicant shall reconstruct all existing broken and/or otherwise damaged concrete curb, gutter and sidewalk along the Spruce Avenue and Bristol Street North frontages per City Standard. 60. The Applicant shall construct an 8 -foot wide sidewalk along the Bristol Street North project frontage. 61. The Applicant shall provide an additional 2 -foot wide easement along the Bristol Street North frontage for sidewalk purposes to accommodate a future 10 -foot wide sidewalk. The Applicant shall construct a 10 -foot wide sidewalk along the Bristol Street North project frontage when other development in the area occurs and/or future pedestrian volumes/usage increase, as directed by the Public Works Department. 62. All delivery and moving vehicles shall be accommodated on-site and prohibited from parking or stopping within the public right-of-way. Only ride share vehicles shall be permitted to utilize the pull-out area located on Spruce Street. 63. The proposed driveways shall be constructed per City Standard STD -161. The radius for the Bristol Street North driveway shall be 20 -foot minimum and the radius for the Spruce Street driveway shall be 15 -foot minimum. 64. All on-site fire hydrants shall be privately owned and maintained. 65. All on-site Project drainage shall comply with the latest City Water Quality requirements. 15-461 Attachment F Project Description 15-462 1300 Bristol Street Project Project Description The 1300 Bristol Street apartment project is a proposed development of 193 apartment units, of which 169 units are market rate and 24 units are affordable to low-income households. The project's density assumes a 50% density bonus (i.e., 39 units) on top of the base density (i.e., 77 units) in exchange for providing the necessary affordable housing. Additionally, the project contemplates transferring 77 units in from the approved Uptown Newport Master plan through the TDR (Transfer of Development Rights) process contemplated in Chapter 20.46 of the Newport Beach Municipal Code. The proposed project is located on a 1.97 -acre site at the North-East corner of Bristol Street N and Spruce Avenue. The current use is a 33,292 s.£ two-story office complex with surface parking behind. The proposed project is a 6 story podium building with 5 levels of residential apartment (type III) over 1 level on -grade parking garage and 2 levels of sub-terranean parking (type I). The project will have units consisting of Studios, One -Bedrooms and Two-bedroom units ranging in size from approximately 515 s.f. to 1300 s.f. A leasing office, mailroom, and business center will be on the ground level on the corner of Bristol and Spruce. Vehicular access to the building will be from a driveway on Bristol and second driveway on Spruce. A two-way vehicular and fire circulation lane is also provided around the site. Government Code Sec. 65915(e)(1) provides that a city or county may not apply any development standard (including height limits) that will have the effect of physically precluding the construction of a density bonus project at the density permitted under the density bonus statute. For the proposed project, the applicant is requesting the following development waivers consistent with Government Code Sec. 65915(e)(1): 1. General Plan Park Dedication Requirement: Pursuant to General Plan Policy LU 16- 15.13, a public park equal to 8 percent of the gross land area of the total development, or a minimum one -half -acre, whichever is greater, shall be provided. This requirement would mandate a one -half -acre park on the 1.97 acre project site. The General Plan allows a waiver of its park dedication requirement where it can be demonstrated that the development parcels are too small to feasibly accommodate the park or inappropriately located to serve the needs of local residents. Here, the 1.97 acre project site is too small to feasibly accommodate a half -acre park. The applicant therefore requests a waiver of the General Plan Policy LU 16-15.13 public park dedication requirement. 2. PC 11 Development Standards Deviation (30 -foot Setback): PC 11 development standards require street setbacks of 30 feet from the property line. This requirement is also noted in the Covenant and Agreement Regarding Maintenance of Yards for an Oversized 087646\13897399v1 15-463 Building in Favor of the City of Newport Beach recorded on May 16, 1977. A 30 -foot setback would substantially reduce the project's development footprint, making it infeasible to support the proposed 193 units. The applicant therefore requests a waiver of the PC 11 30 -foot setbacks as follows: (1) Spruce Avenue — 8 feet to the building and balconies; and (2) Bristol Street — 18 feet to the building and 17 feet to balconies. 3. PC 11 Development Standards Deviation (Building Height): PC -11 development standards limit building heights to 55 feet. Given the constraints imposed by the street setbacks, the perimeter road, and the utilities required to serve the project site, the 193 -unit project would be infeasible with the 55 feet building height limit. Therefore, the applicant is requesting a waiver for building height limitations. The proposed building height is 78 feet. 4. Newport Beach Municipal Code Private Open Space: Newport Beach Municipal Code Section 20.18.030 (Table 2-3) requires a minimum of 5% of the gross floor area of each unit to be set aside as private open space with a minimum dimension of 6 feet. The project's studio units are unable to achieve these minimum private open space standards given their size and location. Therefore the applicant is requesting a waiver from this private open space requirement. 5. General Plan Land Use Policy 6.15.7: General Plan Land Use Policy 6.15.7 (Overall Density and Housing Type) requires a density of 30-50 units per acre in the Airport Area, including the Project site. The Project proposes 77 "base" units at a density of 40 du/ac based on a 1.97 net acre Project site, which is consistent with Policy 6.15.7. The Project also proposes (1) a 50 Percent Density Bonus (i.e., 39 additional units) in exchange for its provision of 24 low-income affordable units, which is consistent with Government Code Section 65915 (as amended by Assembly Bill 2345) and Chapter 20.32 of the Municipal Code; and (2) a TDR from the approved Uptown Newport Project (77 units), consistent with Municipal Code Section 20.46. In light of the above-described density bonus and transfer of development rights, a waiver from Policy 6.15.7 has been requested in order to allow a density of 98 du/ac. 6. Newport Beach Municipal Code Sidewalk Width: The Newport Beach Municipal Code requires a minimum sidewalk width of 10 feet on Bristol Street. Adhering to the 10 foot minimum standard would reduce the project's development footprint, making it infeasible to support the proposed 193 units when combined with the constraints imposed by the street setbacks, the perimeter road, and the utilities required to serve the project site. Consistent with that, development waiver #2, above, requests a waiver from the PC 11 Development standard street setbacks of 30 feet from the property line. Here, the applicant requests an additional waiver that would allow for a 8' sidewalk width along Bristol Street. 7. Newport Beach Municipal Code Common Open Space: Newport Beach Municipal Code Section 20.18.030 (Table 2-3) requires a minimum of 75 square feet/unit (14,475 sf total) to be designated as common open space. The applicant requests a waiver to reduce the 75 square feet/unit (14,475 sf total) requirement to approximately 49 square feet/unit (9,506 sf total, or 4,969 sf less than the City requirement). This waiver is necessary in 087646\13897399v1 15-464 order to accommodate the project's proposed density given the constraints imposed by the street setbacks, the perimeter road, and the utilities required to serve the project site. In addition, the applicant requests density bonus concessions/incentives under Newport Beach Municipal Code Section 20.32.050 in order to: (1) provide a range of affordable unit sizes that does not proportionally reflect the range of unit sizes provided in the project as a whole, as would be required by Newport Beach Municipal Code Section 20.32.070.A; and (2) waive payment of a park in lieu fee under General Plan Policy LU 16-15.13. Consistent with Newport Beach Municipal Code Section 20.32.050, these concessions/incentives (1) are necessary in order to make the housing units economically feasible; (2) would not have a specific adverse impact (as defined in Government Code Section 65589.5(d)(2)) upon public health and safety or the physical environment, or on any real property listed in the California Register of Historical Resources; and (3) would not be contrary to State or Federal law. Specifically, by reducing both the long-term rental subsidy costs associated with larger unit sizes and the project's development fees, the requested concessions/incentives would result in identifiable, financially sufficient, and actual project cost reductions thereby ensuring the project's financial feasibility. 087646\13897399v1 15-465 Attachment G Project Plans 15-466 1300 BRISTOL ST SITE DEVELOPMENT REVIEW JANUARY 07, 2022 TPG (KCN) ACQUISITION LLC 115k Ro 11TAI T L A N D S C A P E A R C H I T E C T S ARCHITECTURE '.A PROJECT DESCRIPTION The proposed project site is located on a 1.97 acre site at the North-East corner of Bristol St N and Spruce Ave in Newport Beach, California. The current land -use is a 2 story office complex with surface parking behind. The project is a 6 story 193 unit podium building, with 5 levels of residential apartment (type III) over 1 level on -grade parking garage and 2 levels of sub-terranean parking (type 1). The project will have units consisting of Studios, One -Bedrooms and Two- bedroom units ranging from 515 s.f. to 1300 s.f. A leasing office, mail room, and business center will be on the ground level on the corner of Bristol and Spruce. Vehicular access to the building will be from a driveway on Bristol and second driveway on Spruce. A two-way drive aisle is provided around the site. The Project's design approach is intended to be reflective of the surrounding office context. Its contemporary forms complement the existing office buildings to create a building that is respectful of the current condition while creating a distinctly unique identity. The Project corners are enhanced with rich materials to bring attention and articulate the prominent areas of the Project. The approach to the building site orientation was done to create a sheltered refuge in the greater business development by turning the courtyards inward away from the busy roadways of Spruce Ave and Bristol Street. The project enhances the existing pedestrian connections by providing lush landscaping along the public right-of-way. The Project will promote walkability given its proximity to the surrounding office -uses. It is anticipated that some of the surrounding office users will choose to live in the development and therefore be able to walk to work. The Project will comply with the Cal -Green building code and utilize the following sustainable features: • Low flow plumbing fixtures • Moisture based irrigation controller • Stormwater infiltration • EV ready parking stalls • Low -E glazing • Low VOC paint & coatings • LED light fixtures • Low VOC emitting finished (carpet, resilient flooring, wood) • Building PV ready • Energy Star appliances and bathroom fixtures BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 PICERNEGROUP PROJECT TEAM DEVELOPER: The Picerne Group ,= 5000 Birch St. East Tower, Suite 600 P: 949.267.1573 Newport Beach, CA 92660 www.thepicernegroup.com PICERNEGROUP Contact: Dan Matula dmatula@picernegroup.com ARCHITECT: LANDSCAPE ARCHITECT- TCA Architects COVER SHEET T9X 19782 MacArthur Blvd., Suite 300 P: 949.862.0270 Irvine, CA 92612 P: 949.862.0289 Contact: Irwin Yau wwwtca-arch.com A RC R I T E C TS iyau@tca-arch.com SITE DEVELOPMENT REVIEW JANUARY 07. 2022 LANDSCAPE ARCHITECT- A-0.1ARCHITECTURAL COVER SHEET MJSLandscape Architecture GENERAL: G-0.1 507 507 30th Street P: 949.675.9964 PROJECT SUMMARIES Newport Beach, CA 92663 www.mjs-la.com AR ARCHITECTURE Contact: Matt Jackson matt@mjs-la.com LEVEL 4 - FLOOR PLAN CIVIL ENGINEER: LEVEL 5 - FLOOR PLAN A-1.8 TAIT & Associates, Inc. A-1.9 CONCEPTUAL ROOF PLAN 801 N Parkcenter Drive P: 714.560.8643 TA I T Santa Ana, CA 92705 P: 562.547.0705 EAST ELEVATIONS Contact: David Sloan, PE www.tait.com A-3.1 BUILDING SECTIONS dsloan@tait.com SITE DEVELOPMENT REVIEW JANUARY 07. 2022 LANDSCAPE: L.1 COMPOSITE LANDSCAPE PLAN L.2 GROUND LEVEL LANDSCAPE PLAN L.3 PODIUM LEVEL ENLARGEMENT LA ROOF DECK LEVEL ENLARGEMENT L.5 LIFESTYE IMAGERY L.6 PLANT IMAGERY L.7 TREE PLAN L.8 HYDROZONE PLAN CIVIL: C1.01 INDEX A-0.1ARCHITECTURAL COVER SHEET A-1.1 GENERAL: G-0.1 PROJECT INDEX G-0.2 PROJECT SUMMARIES G-0.3 PROJECT PERSPECTIVE -VIEW FROM BRISTOL G-0.4 PROJECT PERSPECTIVE -VIEW FROM SPRUCE LANDSCAPE: L.1 COMPOSITE LANDSCAPE PLAN L.2 GROUND LEVEL LANDSCAPE PLAN L.3 PODIUM LEVEL ENLARGEMENT LA ROOF DECK LEVEL ENLARGEMENT L.5 LIFESTYE IMAGERY L.6 PLANT IMAGERY L.7 TREE PLAN L.8 HYDROZONE PLAN CIVIL: C1.01 ARCHITECTURE: A-0.1ARCHITECTURAL SITE PLAN A-1.1 LEVEL B2 - BASEMENT FLOOR PLAN A-1.2 LEVEL 61 - BASEMENT FLOOR PLAN A-1.3 LEVEL 1 - GROUND FLOOR PLAN A-1.4 LEVEL 2 - PODIUM FLOOR PLAN A-1.5 LEVEL 3 - FLOOR PLAN A-1.6 LEVEL 4 - FLOOR PLAN A-1.7 LEVEL 5 - FLOOR PLAN A-1.8 LEVEL 6 - FLOOR PLAN A-1.9 CONCEPTUAL ROOF PLAN A-2.1 WEST ELEVATION A-2.2 NORTH ELEVATION A-2.3 EAST ELEVATIONS A-2.4 SOUTH ELEVATION A-3.1 BUILDING SECTIONS A-4.1 MATERIALS A-4.2 ALLOWABLE AREAS A-4.3 HEIGHTANALYSIS A-4.4 COMMON OPEN SPACE AND AMENITY ARES A-4.5 PRIVATE OPEN SPACE EXHIBIT LANDSCAPE: L.1 COMPOSITE LANDSCAPE PLAN L.2 GROUND LEVEL LANDSCAPE PLAN L.3 PODIUM LEVEL ENLARGEMENT LA ROOF DECK LEVEL ENLARGEMENT L.5 LIFESTYE IMAGERY L.6 PLANT IMAGERY L.7 TREE PLAN L.8 HYDROZONE PLAN CIVIL: C1.01 TITLE SHEET C2.01EXISTING CONDITION C3.01 CONCEPTUAL GRADING PLAN C4.01 CONCEPTUAL UTILITY PLAN C5.01 CONCEPTUAL WQMP PLOT PLAN FIRE: F-1 CONCEPTUAL FIRE ACCESS EXHIBIT PROJECT INDEX = 5-468 PROJECT DATA PROJECT ADDRESS: 1300 BRISTOL ST PARCEL NUMBER: 427-342-01 ZONING: PC -11 EXISTING LAND USE: Office, surface parking PROPOSED LAND USE: Multi -story Residential GOVERNING CODES: 2019 CBC, 2019 CRC, 2019 CA Mechanical Code, 2019 CA Plumbing Code, 2019 CA Electrical Code, 2019 CA Energy Code, 2019 CALGreen, City of Newport Beach Municipal Code, TYPES OF CONSTRUCTION: Type III -A Residential, Residential Amenities Type I -B Parking Garage NFPA-13 fire sprinkler system throughout. OCCUPANCY CLASSIFICATION: R-2 Residential Units B Leasing A-3 Residential Amenities S-2 Garage (Mechanically Ventilated), Storage SITE AREA: 85,813 SF 1.97 ac BUILDING AREAS: Bristol Street: Total Building Area 393,940 SF Garage Area 153,479 SF Net rentable 176,695 SF ALLOWED DENSITY: (PER PC -11) 25 89 79 Max Density 50 du/ac Residential 312 Guest 41 99 units PROPOSED DENSITY: 233 Proposed Density 98 du/ac Roof Deck 193 units BUILDING HEIGHT LIMITATION: (PER PC -11) TOTAL 9,083 SF Height Limit: 55'-0" PROPOSED BUILDING HEIGHT PROPOSED: 78'-0" 6 -STORIES REQUIRED SETBACKS: (PER PC -11) Street: 30'-0" Interior: 10'-0" PROPOSED SETBACKS: Bristol Street: 18'-0" to bldg / 17'-0" to balcony Spruce Ave: 8'-0" Side yard: 10'-0" Rear yard: 10'-0" 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 UNIT SUMMARY PARKING SUMMARY REQUIRED PARKING Unit Type # of Stalls Ratio Total Unit Type # Units Ratio Total Studio 1 -Bedroom 2 -Bedrooms 25 89 79 1.0 1.0 1.5 25 89 118.5 Residential 312 Guest 41 193 31.2 4 233 Fitness 2,267 SF Roof Deck 750 SF 1 -HOUR TOTAL 9,083 SF 3 -HOURS 17 695 14,334 PARKING SUMMARY REQUIRED PARKING Unit Type # of Stalls Ratio Total Unit Type # Units Ratio Total Studio 1 -Bedroom 2 -Bedrooms 25 89 79 1.0 1.0 1.5 25 89 118.5 Residential 312 Guest 41 193 31.2 4 233 *Required parking per affordable parking ratios REQUIRED ACCESSIBLE PARKING (PART OF REQUIRED PARKING SPACES) Unit Type # of Stalls Ratio Total Assigned Unassigned 312 34 0.02 0.05 6 2 346 8 1 accessible van stall required for residential parking* #of Stalls RatioTotal 1,653 SF Residential 312 Guest 41 0.10 0.10 31.2 4 IUTAL 3S BUILDING GROSS AREAS Leasing/Mail/Business Center - Type 1 5,210 SF Residential 229,748 SF Garage (Level 1) 46,755 SF Basement (Level 61 &B2) 106,724 SF Amenity - Typel I I 5,503 SF TOTAL 393,940 SF AMENITY AREAS REQUIRED LEVEL 44 SF/UNIT x 193 UNITS 8,492 SF PROVIDED Total *Leasing Lounge 1,010 SF Business Center 1,730 SF Clubroom 1,653 SF Dog Spa 574 SF Dog Park 1,099 SF Fitness 2,267 SF Roof Deck 750 SF 1 -HOUR TOTAL 9,083 SF -Leasing Lounge area excivaes orrice space. COMMON OPEN SPACE REQUIRED 75 SF/UNIT x 193 UNITS 14,475 SF PROVIDED Podium Courtyard 9,506 SF TOTAL 9,5065F PROVIDED PARKING LEVEL Resident ADA EV Guest ADA Guest EV Guest Total Basement 2 Basement 1 Leven 119 112 43 0 12 4 12 2 8 0 0 0 0 0 0 28 2 4 131 128 87 TOTAL 274 6 32 1 28 2 4 346 1.79 RATIO 312 1 34 Total Resident* I Total Guest TCA - ITE°T` PICERNEGROUP SITE DEVELOPMENT REVIEW JANUARY 07. 2022 CODE ANALYSIS CONSTRUCTION TYPE: GARAGE: OCCUPANCY TYPE: CONSTRUCTION TYPE: I -B OCCUPANCY TYPE: S-2 PRIMARY STRUCTURAL FRAME: 2 -HOURS BEARING WALLS: 2 -HOURS NON-BEARING WALLS: NON -RATED FLOOR CONSTRUCTION: 2 -HOURS ROOF CONSTRUCTION: 1 -HOUR EXTERIOR WALL AGAINST APT: 2 -HOURS APARTMENTS AND RESIDENTIAL AMENITIES CONSTRUCTION TYPE: III -A OCCUPANCY TYPE: R-2 B (LEASING/AMENITIES) A-3 (CLUB ROOM) PRIMARY STRUCTURAL FRAME: 1 -HOUR BEARING WALLS (EXTERIOR): 2 -HOURS BEARING WALLS (INTERIOR): 1 -HOUR NON-BEARING WALLS (INTERIOR): NON -RATED FLOOR CONSTRUCTION: 1 -HOUR ROOF CONSTRUCTION: 1 -HOUR FIRE WALLS: 3 -HOURS PROJECT SUMMARIES 5-469 • r; x � et oil" Ag I931--d kii. 1'71 i y■ rte:— — :fix - � r S sSi� r � •.� ■r ;.fid _ _ �•. � ::pi IMF 0 0 all �t MENEM4. s_i �► Y � iy {��1 i- G-0.3 moo iF 7L ml4 -� WAMAL fl G-0.4 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 T�""I"SITE DEVELOPMENT REVIEW JANUARY 07, 2022 °R°.ITE°T` PICERNEGROUP BRISTOL ST 'TRACK PARKING STALL SIZES 011 WALL O1 N 9 O \ p INTI Cl BEg-p VIREO \ ; b PROVIDED STALL PARALLEL HC VAN HC 0' 20' 40' 80' O ARCHITECTURAL SITE PLAN SITE PLAN LEGEND ...... ACCESSIBLE PATH OF TRAVEL ® PODIUM ABOVE 5-472 BOVE PODIUM ABOVE- I I • I I . 4 n 1 ?TAI '"...�• • / Tv� .. .. .. .. . .. .. .. .. .. .. T °4 M J STAIR 3 N \ �� T R U J E E m ROOF ACCESS �.� \ O P K' N Y LOADING ZONE/TRASHSTAGING - \\ • • 4JO000001 000.00000 •0 0000 • • •• • _ . _ • ti • 7 BLDG AB . I e LU W I \y\ 1 I i I \ 5 -STORY APARTMENTS (TYPE -III) W I \ OVER 1 -STORY AT GRADE PARKING GARAGE (TYPE -1) V \ /\ \ OVER 2 LEVELS SUB -T PARKING GARAGE (TYPE -1) - 14' 2.. I L TO BLDG ABV. N CL I 258.-Q.. I C4 BUILDING SETBACK I GROU RESIDENT I I STAIRR 1 ROOF ACCE$S I I •• I 0000•• • • Ft 4 I I I i I I I I I • • • 40 ¢ ¢ LINE OF EXISTING R.O.W. DEDICATION — — — — P — — — - WW %y U'2 20 OU T�""I"SITE DEVELOPMENT REVIEW JANUARY 07, 2022 °R°.ITE°T` PICERNEGROUP BRISTOL ST 'TRACK PARKING STALL SIZES 011 WALL O1 N 9 O \ p INTI Cl BEg-p VIREO \ ; b PROVIDED STALL PARALLEL HC VAN HC 0' 20' 40' 80' O ARCHITECTURAL SITE PLAN SITE PLAN LEGEND ...... ACCESSIBLE PATH OF TRAVEL ® PODIUM ABOVE 5-472 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 a � m W o C7 I ^2 I � I VENTILATION SUPPLY SHAFT STAIR 3 I I I I ' I / / R R R R R R R R R R R R R R I I R R R R O W I� I II I ` , W 26.6" i I ,� 26'-C" • I II } SITE DEVELOPMENT REVIEW JANUARY 07, 2022 ITE°T` PICERNEGROUP BRISTOL ST PARKING STALL SIZES �k 9� I 9 i i O V O —SH°LLBE'.REQUIRE. \ b PROVIDED STALL PARALLEL HC VAN HC KEY UNITS LOBBY/ LEASING / AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING BOH RESIDENT PARKING �I oS 0.4 SETBACK I I � I\ l 1 I\ l\ I I ,\ l I I a o" I BUILI )ING SETBACK e RMP UP i I i STAIR 1 7R\\ \R R R R R R R R R R R R R R R p I I I L I I STAIR 4 4 I n a a a a n a l \\\ II �\:/ U:// / \ — - - - - - - - - - ---------------------- - - - kL ------- -- ----- - am mLu Wy 2Z OU SITE DEVELOPMENT REVIEW JANUARY 07, 2022 ITE°T` PICERNEGROUP BRISTOL ST PARKING STALL SIZES �k 9� I 9 i i O V O —SH°LLBE'.REQUIRE. \ b PROVIDED STALL PARALLEL HC VAN HC KEY UNITS LOBBY/ LEASING / AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING BOH ol ' 40' 80' O LEVEL B2 - BASEMENT FLOOR PLAN 5-473 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 a � m W o C7 I ^2 I � I VENTILATION SUPPLY SHAFT STAIR 3 I I I I I R R R R R R R R R R R R R R R R R G, R I A I 4 ACCESSIBLE EV N STALL Ti I T ' I I I _ Lu SITE DEVELOPMENT REVIEW JANUARY 07, 2022 ITE°T` PICERNEGROUP BRISTOL ST PARKING STALL SIZES �k 9� I 9 IALLi i O=ITIIIN V O INTI SHPLL SE '_W VIREO \ b PROVIDED STALL PARALLEL HC VAN HC KEY UNITS d LOBBY/ LEASING / AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING BOH 4 W BUILDING SETBACK MM a a a a a l \ l a \ I a 1 / a \ I a 1 / a \ I a \ l a \ l a 1 / a \ l a \ a I \ I I I / \ / \ / / \ / / \ / \ / / \ / / \ / \ I ,\ a-0• BUIL ING SETBACK c RA PUP RAMP DN 1O 7.5% 5% 15% STAIR 1 R R R R R R R R R R R R R R R R P I I I E 1 I STAIR 4 9 RESIDENT PARKING ,rr r I I 11 -4 a a a n a n a n a n3 a re re n I \ l \ I \ l \ I \ l \ l \ l \ l \ I \ l \ l \ l \ I \ l \ I \ l \ I \ l \ l 1 l \ l \ I \ l \ I \ l \ I \ I \ I \ I \ I \ l I o 0 o � – - - – – - — – – - I I am m� Wy 2Z OU SITE DEVELOPMENT REVIEW JANUARY 07, 2022 ITE°T` PICERNEGROUP BRISTOL ST PARKING STALL SIZES �k 9� I 9 IALLi i O=ITIIIN V O INTI SHPLL SE '_W VIREO \ b PROVIDED STALL PARALLEL HC VAN HC KEY UNITS d LOBBY/ LEASING / AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING BOH ol ' 40' 80' O LEVEL B1 - BASEMENT FLOOR PLAN 5-474 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 _ — _ - — _ - _ --- -- _ -- _ W - — -- — -- — -- — -- — -- — -- _ _ - — -- - �3 CAR QUEUING 1.-0.. 5' VENTILATION- STAIR �\ -� EVELECTRIC VEHICLE PARKING SUPPLY S ROOF ACCESS --___ 1 STAIR 2 11 NO /o�REo �� -' HC ACCESSIBLE STALL ,, _ GARAGE ENTRY --- LOADING ZONE/TRASH STAGING ----- - - ---- VAN VAN ACCESSIBLE STALL PROVIDED STALL MUNCII& CODE CH20 40 —E PARALLEL HC VAN _- `` ,' o o_ a_ HLFq a I \ / / / I \ I \ / \ E I 0 0 /\ 0 a EV R R R EV w 61 ELEC. o HIGH SPEED ROLL- 6.a.. - UP GATE OPEN DURING iH] 1 FENCE RESIDENT PARKING F DOG SPA BUSINESS HOURS 492 SF I q II `� J\/ l PODIUM ABOVE, I l l l l I I l TYPICAL - , l 4414 T r T T ' l l l l u 26'-0" 26'-0" l I l l l l I I l I l l I l l l i l W I I O O O 11, O O 1, O OR R R R R R R R } 'L7SPAABOVE POOL ABOVE II a I I j TUR�AROUtSD 26' WIDE HIGH SPEED I� `" 10, o" GUEST PARKING 4 4 W I io SPACE ROLL UP GATE io II o BUILDING SETBACK (� UNITS I LOBBY / LEASING / AMENITY MARKING LEGEND a g' 0" ,8'4.,_ 1.-0.. 5' G GUEST PARKING STALLS R RESIDENTIAL PARKING STALL RESIDENT PARKING w � 5 I EVELECTRIC VEHICLE PARKING c / \ EV -G ELECTRIC VEHICLE GUEST PARKING 11 NO /o�REo �� I HC ACCESSIBLE STALL 'ET—TI"a`�_° b Z VAN VAN ACCESSIBLE STALL PROVIDED STALL MUNCII& CODE CH20 40 —E PARALLEL HC VAN HC V o o_ a_ a a a a a a a 1 7 l \ l l I l l l l l l l l I 4/4 IJESIDENT 6 - ACCESSIBLE EV STALL SU ELEC. I R BUIL SETBACK POO AMP ON ? 7.A 26'WIDE HIGH SPEED GARAGE TURNAROUND ROLL-UPGEOU ENTRY I FIRE SPACE _ _ _ _ -CONTROL I MAIL / / / / / / / / / a a a a STAIR I' 627 SF / \ / \ / \ / 1 / \ / \ / \ / \ / \ / I / / ROOF ACCESS LOBBY R R R R R R R R R 1 16-0 I E 1 5 0 SF ,-0, �EE �� O BACK OF CURB I STAIR RESIDENT PARKING a r TRASH 384 SF ' 3 CAR QUEUING LEASING BUSI.CTR. 0 6.6 SUB PODIUM ABOVE, I 01,743 SF 1,730 SF a a a n3 n3 ELEC q n3 n3 na a a TYPICAL I I l I l A l A l MAINT. I I -t=-_s-----tiPO_D1IUM-O I J--- -L=_-s l LL -o O -- .. . TYPICAL - - �GR��_01�E -- - -_------- - - -- - - - - -a--. r - Qm _ m� W N T 2Z OU — — — — — — — — — — — mm cq TCA °.°.ITE°T` PICERNEGROUP SITE DEVELOPMENT REVIEW JANUARY 07. 2022 BRISTOL ST PARKING STALL SIZES UNITS LOBBY / LEASING / AMENITY MARKING LEGEND ,e'-s"k g' 0" ,8'4.,_ 1.-0.. 5' G GUEST PARKING STALLS R RESIDENTIAL PARKING STALL PARKING ■ BOH EVELECTRIC VEHICLE PARKING c / \ EV -G ELECTRIC VEHICLE GUEST PARKING 11 NO /o�REo �� I HC ACCESSIBLE STALL 'ET—TI"a`�_° b Z VAN VAN ACCESSIBLE STALL PROVIDED STALL MUNCII& CODE CH20 40 —E PARALLEL HC VAN HC Ol ' 40' 80' O LEVEL 1 - GROUND FLOOR PLAN KEY 5-475 UNITS LOBBY / LEASING / AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING ■ BOH 5-475 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 Y U Q m Qy PZ O d tl. STAIR 3 ROOF ACCESS I I TAIR 2 I E 1 B921 I 6921 A110 S101 A105 A105 A105 B101 I I I I - I I I Eli II I 13101 II A710 A710 B708 B708 B402 A710 A710 5101 W I II II I I QI i BREEZEWAY B402 Lu S101 . '.III : I I Io=o• r BUILDING SET BACK S101 B601 - I y S101 B402 i BUILDING SETBACK I I �II I SHOWER _____________________________________ _ I � A110 A710 A710 L STAIR I RESTa CLUBFITNESS ROOFACCESS RETDBGXE SGLVOLUME 13ao2 II E 1' I STAIR i I I 1 B921 13401 A406 A406 A406 A406 A406 B921 r LOW ROOF I ���.-—.-------- -----,�1t------�'� --- — ---� _ — — -- — -- — -- — - U QOQO m� Wy 2Z OU E — — — — — BRISTOL STp SITE DEVELOPMENT REVIEW JANUARY 07, 2022 °.°.ITE°T` PICERNEGROUP ol ' 40' 80' O LEVEL 2 - PODIUM FLOOR PLAN KEY UNITS LOBBY/ LEASING / AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING ■ BOH 5-476 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 o W i a W V � Zz OU BRISTOL STQ SITE DEVELOPMENT REVIEW T�\JANUARY 07, 2022 °.°.ITE°T` PICERNEGROUP 0' 20' 40' 80' O mmmmm6mmm 'TRACK LEVEL 3 - FLOOR PLAN KEY UNITS LOBBY/ LEASING/ AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING ■ BOH 5-477 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 W i a W V CL cn a � m 'TRACK 6A110 7 A710 _EllA710 I I I I B402 STAIR 1 ROOF ACCESS A710 87088708 A710 I I E 14 I STAIR 4 I i I I I B921 B401 A406 A406 A406 A406 A406 B921 \ \ - - - - - - - - - - - - - - - -•- - I ---------------- am m� Wy 2Z OU BRISTOL STQ SITE DEVELOPMENT REVIEW T�\JANUARY 07, 2022 °.°.ITE°T` PICERNEGROUP 0' 20' 40' 80' O mmmmm6mmm LEVEL 4 - FLOOR PLAN KEY UNITS d LOBBY / LEASING / AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING ■ BOH 5-478 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 o W i a W V � Zz OU BRISTOL STQ SITE DEVELOPMENT REVIEW T�\JANUARY 07, 2022 °.°.ITE°T` PICERNEGROUP 0' 20' 40' 80' O mmmmm6mmm 'TRACK LEVEL 5 - FLOOR PLAN KEY UNITS LOBBY/ LEASING/ AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING ■ BOH 5-479 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 o W i a W V � Zz OU BRISTOL STQ SITE DEVELOPMENT REVIEW T�\JANUARY 07, 2022 °.°.ITE°T` PICERNEGROUP 0' 20' 40' 80' O mmmmm6mmm 'TRACK LEVEL 6 - FLOOR PLAN KEY UNITS LOBBY/ LEASING/ AMENITY ■ RESIDENTIAL VERT. CIRC. UNIT BALCONY CORRIDOR PARKING ■ BOH 5-480 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 oo M8'-0' NG SETBACK I I STAIR 1 ROOF ACCESS PICERNEGROUP AWNINGS ..—L!! — _ — — — -- — -- — -- — -- — -- — -- _ -- I STAIR 3 ROOF ACCESS AWNINGS I II II I II II ELEVATOR OVERRUN II II II II _ MECHANICAL EQUIPMENT ON PLATFORM, TYP. --- - --i L--- - - - - - - - - - - - - - - - - - - - - - - - - - - - J 42" HIGH PAR,APETMTN-� ~---------�� I ABV. FINISHED ROOF I TRASH CHUTE-. VENTILATION SHAFT I I I II I I I I I ` I I I Ic: I I I 11 11 OPEN Tq BELOW I I I I I I I I TRASH CHUTE I VENTILATION SHAFT i I I I ELEVATOF;— — � T LINE OF CORRIDOR BELOW I 'jDmom ®®®®® ammom mem®® RAISED PLATE HEIGHTS AT CORNER UNITS, TYPICAL SITE DEVELOPMENT REVIEW JANUARY 07. 2022 LOW ROOF a> 2p �U �p II / OCCU�PI ROOF BEL 0' 30' 60' 120' O mmmmm6mmm STAIR 41�1 HATCH ACCESS I BUILDING SETBACK I I CONCEPTUAL ROOF PLAN ROOF LEGEND ® STAIR TO ROOF MECHANICAL EQUIPMENT - UTILTIY SHAFT TO ROOF 5-481 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 .r 701 M �■ommomim m 11 11 1 u_lini III 111 milfl IIJ 111 IIInI 11 11 11 11 ;1!n 111 111 1(11117 11 1117 0711 11 11 1 rfil1 III 111 rlFl IIJ . I T1 II 11 11 11 .fill 11 .i1Ti1 11 `m IuT,1 �1 li ili i1 NE SITE DEVELOPMENT REVIEW T�\---ww000' JANUARY 07, 2022 °.`.IT.`T` PICERNEGROUP MATERIAL LEGEND: S-1: STUCCO - 20/30, VARIOUS COLORS ST -1: TILE VENEER OR SIM. SF -1: STOREFRONT W-1: VINYL WINDOW A-1: METAL AWNING _ R-1: METAL RAILING 2) VIEW FROM BRISTOL STREET G-1: GARAGE LOUVERED OPENING SN -1: SIGN LOCATION 0' 16' 32' 64' 1)WEST ELEVATION WEST ELEVATION 5-482 Mon Emil 11 11 IVI IIT 111MIF Ua 11 ■ 01� 1111 riT1 1 �! 111 1111 -11 11 11 11 _iii nl_ 1� II I�� _!II.11 0711 11 ! 111 1111 pori l: _ 11 11 11 ITi7 11 III I1 �� III. III �� 1� IIII 11 11 11 ITi7 I 11 _i� ��I.11 11 i1�' �Ii_ 1�1 ITI 11 ! 111 11 1 v vII mI m 1300 BRISTOL SITE DEVELOPMENT REVIEW NEWPORT BEACH, CALIFORNIA JANUARY 07, 2022 TCA # 2021-009 TCA °.`.IT.`T` PICERNEGROUP 2) VIEW FROM SPRUCE AVE. MATERIAL LEGEND: S-1: STUCCO - 20/30, VARIOUS COLORS ST -1: TILE VENEER OR SIM. SF -1: STOREFRONT W-1: VINYL WINDOW A-1: METAL AWNING R-1: METAL RAILING G-1: GARAGE LOUVERED OPENING SN -1: SIGN LOCATION 0' 16' 32' 64' 1) NORTH ELEVATION KEY PLAN NORTH ELEVATION 5-483 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 TCA °.°.ITE°T` PICERNEGROUP SITE DEVELOPMENT REVIEW JANUARY 07. 2022 2) VIEW FROM SOUTHEAST MATERIAL LEGEND: S-1: STUCCO - 20/30, VARIOUS COLORS ST -1: TILE VENEER OR SIM. SF -1: STOREFRONT W-1: VINYL WINDOW A-1: METAL AWNING R-1: METAL RAILING G-1: GARAGE LOUVERED OPENING SN -1: SIGN LOCATION O' 16' 32' 64' mmmmm� ul a W C3 a y I:1wa»:101 EAST ELEVATIONS ------------- ------------ -- -- -- -- -- -- -- -- -- -- -- I -- -- -- -- -- 1) EAST ELEVATION 1 2 v L BRISTOL ST. 5-484 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 S PICERNEGROUP SITE DEVELOPMENT REVIEW JANUARY 07. 2022 11 ------------ 1 III 1111 ------- --------- ------------ III 1111 (IIII .I n. 111 pj III 11 11 IIII lin 1 III 111111, 1_I 11111 IU 111 n111 _ III 1111 Illi .1 ii 11 117111, III 1 1 RI 1111 ,IIIIfil 11 III 1111 SF -1: STOREFRONT PICERNEGROUP SITE DEVELOPMENT REVIEW JANUARY 07. 2022 11 IN 11111 'III IIII 1111. 1111 111 ���. 11 III 1111 IILII 111 11 1 III1 Bill" 11111 IU 111 11111[ III 1111 (IIII .I n. 111 1 .11111. X111 1II III IIII 111 .n i lil. III 11 11 IIII lin 1 III 111111, 1_I 11111 IU 111 n111 _ III 1111 Illi .1 ii 11 117111, III 1 1 RI 1111 ,IIIIfil 11 III 1111 0' 16' 32' 64' 1) SOUTH ELEVATION La W <1 MATERIAL LEGEND: S-1: STUCCO - 20/30, VARIOUS COLORS ST -1: TILE VENEER OR SIM. SF -1: STOREFRONT W-1: VINYL WINDOW A-1: METAL AWNING _ R-1: METAL RAILING G-1: GARAGE LOUVERED OPENING 2) VIEW FROM BRISTOL STREET SN -1: SIGN LOCATION 0' 16' 32' 64' 1) SOUTH ELEVATION La W <1 cn KEY PLAN SOUTH ELEVATION BRISTOL ST. r2 5-485 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 UNITS COURTYARD I UNITS _ TOP OF PARAPES _ _ _ - _ _ _ _ _ L _ _ _ _ _?I i= i` 61 iil ROOF _ _ _ _ _ _ _ _ _ _ y _ _ 6TH STORY I� I I _ _ _ _ _ _ _ _ _ -�- - J - - - - - -�--�- �_- 5TH LEVEL _ - - - _ _ - V� - _ 4TH LEVE - - - RAISED POOL DECK cc - PER LANDSCAPE- - �AWENITY 3RD LEVEEIr - - - - - - - - - - - N 2ND LEVEL I\ � � � _ _ _ PARKING i � _ - _ _ 1 ST LEVEE --PARKING 4 _ _ _ _ _ _ _ _ _ _ _ - _ _ _ BASEMENT 1 S __ _ _ _ _ PARKING _ - BASEMENTS 1) SECTION A SITE DEVELOPMENT REVIEW JANUARY 07, 2022 I PICERNEGROUP 0' 30' 60' 120' mmmmm6mmm 2) SECTION B :1wa»:101 BUILDING SECTIONS 5-486 UNITS COURTYARD UNITS TOP OF STAIR TOWER BEYOND 1I _ ��W, _ T _ _ _ _ _ _ _ _ _ _ _ _ _ _ -A _ _ TOP OF PARAPET I z - -F� - - - - - - - - - - - - N - ROOT � r 6TH W _ - _ _ _ _ - - _ _ _ mn-s a I LLl __ _ _ _ _ I _ _�_ o 5THLEVET 4TH LEVEL - __ _ _ _ _ _ _ _ _ S � d I y- -- - - - - - �� I - - - 3RDLEVE RAISED POOL DECK BEYOND - - - PARKING PARKING i M PARKING PARKING 1STLEVE o _ BASEMENT PARKING PARKING BASEMENTT - - - - - SITE DEVELOPMENT REVIEW JANUARY 07, 2022 I PICERNEGROUP 0' 30' 60' 120' mmmmm6mmm 2) SECTION B :1wa»:101 BUILDING SECTIONS 5-486 BRISTOL NEWPORT BEACH, CALIFORNIA TCA TCA # 2021-009 °°I"`°•° PICERNEGROUP r V-� GARAGE LOUVERS SITE DEVELOPMENT REVIEW JANUARY 07. 2022 --A-1 METAL AWNING STOREFRONT R-1 PAINTED METAL RAILING IF W-1 VINYL WINDOW - - S-1 20/30 STUCCO, VARIOUS COLORS MATERIALS ST -1 STONE/TILE VENEER OR SIM. 5-487 EGRESS NOTES: THE PROPOSED BUILDING WILL UTILIZE 2 HORIZONTAL EXITS, EACH EXIT COMPARTMENT WILL CONTAIN 2 EGRESS STAIRS PROVIDING 2 POINTS OF CONTINUOUS EGRESS TO THE PUBLIC RIGHT OF WAY. ALL EGRESS TRAVEL DISTANCES WILL BE WITHIN THE DISTANCES ALLOWABLE BY CODE. EXIT ACCESS TRAVEL DISTANCE: 250' ADDITIONALLY, EACH EXIT COMPARTMENT PROVIDES 1 STAIR WITH ROOF ACCESS. FIRE AREA 3: IN = (139'x 30) + (91'x 30) + (90'x 0) + (49'x 30) + (91'x 0)1279'=30' 1, = [279'1460'- 0.25130/30= .36 AA = [24,000 S.F. + (24,000 S.F. X.36)] X 2 = 65,280 SF 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 LVL 2: 9,654 S.F. 3,824 S.F. LVL 3: 3,824 S.F. LVL 3: 9,654 S.F. LVL 5: 3,824 S.F. LVL 6: LVL 4: 9,654 S.F. 19,120 S.F. Ar = TABULAR ALLOWABLE AREA FACTOR PER TABLE 506.2 LVL 5: 9,654 S.F. NS = TABULAR AREA FACTOR PER TABLE 506.2 FOR NON A-3 (AMENITIES) 7,355 S.F. LVL 6: 9,654 S.F. IF = AREA FACTOR INCREASE DUE TO FRONTAGE PER 506.3 TOTAL AREA: 48,270 S.F. AREA INCREASE FOR FIRE AREA 3 IN = (139'x 30) + (91'x 30) + (90'x 0) + (49'x 30) + (91'x 0)1279'=30' 1, = [279'1460'- 0.25130/30= .36 AA = [24,000 S.F. + (24,000 S.F. X.36)] X 2 = 65,280 SF 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 STAIR 1 ROOF ACCESS CODE ANALYSIS: FIRE AREA 2: LVL 2: 3,824 S.F. LVL 3: 3,824 S.F. LVL 4: 3,824 S.F. LVL 5: 3,824 S.F. LVL 6: 3,824 S.F. TOTAL AREA: 19,120 S.F. STAIR 1 ROOF ACCESS CODE ANALYSIS: FIRE AREA 1: LVL 2: 7,478 S.F. LVL 3: 8,468 S.F. LVL 4: 9,875 S.F. LVL 5: 9,875 S.F. LVL 6: 9,875 S.F. TOTAL AREA: 45,571 S.F. STAIR 1 ROOF ACCESS CODE ANALYSIS: FIRE AREA 4: ALLOWABLE BUILDING AREA: CONSTRUCTION TYPE: TYPE-IIIA(APARTMENTS) LVL 3: EQUATION 5-2 PER CBC 506.2.3: O/ TYPE-] (PODIUM) 9,260 S.F. AA = [Ar + (NS X IF)] X SA, WHERE... OCCUPANCIES: R-2 (APARTMENTS) LVL 6: AA = ALLOWABLE AREA (SQUARE FEET) S-2 (GARAGE) 46,300 S.F. Ar = TABULAR ALLOWABLE AREA FACTOR PER TABLE 506.2 B (LEASING, DOG WASH, BIKE SHOP) NS = TABULAR AREA FACTOR PER TABLE 506.2 FOR NON A-3 (AMENITIES) 7,355 S.F. SPRINKLERED BUILDING IF = AREA FACTOR INCREASE DUE TO FRONTAGE PER 506.3 SA = 2 AA = [24,000 S.F. + (24,000 S.F. X 0)] X 2 = 48,000 SF TOTAL ALLOWABLE AREA PER BUILDING =48,000 SF ----------------------------------------------I I STAIR 3 R00FACCESS I I STAIR=2.=:j==,"'\ M � F7 I I I LL= 3HR FIRE WALL, TYP. SITE DEVELOPMENT REVIEW JANUARY 07, 2022 PICERNEGROUP EXIT EXIT FRONTAGE INCREASE: MINIMUM FRONTAGE DISTANCE EQUATION 5-4 PER CBC 506.3.2: W= (L, x W, + L2 x W2} L3 x W3...)/F WHERE... W =CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) L = LENGTH OF A PORTION OF THE EXTERIOR PERIMETER WALL W =WIDTH (>_ 20 FEET) OF PUBLIC WAY OR OPEN SPACE ASSOCIATED WITH THAT PORTION OF EXTERIOR PERIMETER F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING A WIDTH OF 20 FEET OR MORE AMOUNT OF INCREASE EQUATION 5-5 PER CBC 506.3.3: I, = [F/P - 0.251W/30 WHERE... I, = AREA FACTOR INCREASE DUE TO FRONTAGE F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING A WIDTH OF 20 FEET OR MORE P = PERIMETER OF ENTIRE BUILDING W =WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) STAIR4 I FIRE AREA 4: LVL 2: 9,260 S.F. LVL 3: 9,260 S.F. LVL 4: 9,260 S.F. LVL 5: 9,260 S.F. LVL 6: 9,260 S.F. TOTAL AREA: 46,300 S.F. STAIR4 I FIRE AREA 5: LVL 2: 6,212 S.F. LVL 3: 6,718 S.F. LVL 4: 6,718 S.F. LVL 5: 6,718 S.F. LVL 6: 6,718 S.F. TOTAL AREA: 33,084 S.F. STAIR4 I FIRE AREA 6: LVL 2: 5,080 S.F. LVL 3: 6,070 S.F. LVL 4: 7,355 S.F. LVL 5: 7,355 S.F. LVL 6: 7,355 S.F. 0' 40' 80' 160' O I TOTAL AREA: 33,215 S.F. I I 1 ALLOWABLE AREAS TYPICAL LEVEL 5-488 A -------------------------------------------- SLOPE POLYGON 52.0' 1� .$? 54' PER NBMC 20.30.050 130.54' ESTABLISHED GRADE NBMC 20.30.050 HIGHEST GRADE ELEVATION 54.00' LOWEST GRADE ELEVATION 51.00' SITE SLOPE +/-1.4% ESTABLISHED GRADE CACLULATION: 51.00' + 52.00'+ 54.00'+ 54.00'= 211.00'/4 = 52.75' ESTABLISHED GRADE 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 SITE DEVELOPMENT REVIEW JANUARY 07, 2022 I PICERNEGROUP r 130.54' [I II! W ! 91111 D 0' 40' 80' 160' 1) ELEVATION A .11111111w 130.54' L' r m �r m 3) ELEVATION C HEIGHT ANALYSIS 52.75' ESTABLISHED GRADE 2) ELEVATION B 4) ELEVATION D 52.75' ESTABL GRADE 5-489 m m. ,riMI III r�1 ! 111 Ill 111 IN nil [I II! W ! 91111 D 0' 40' 80' 160' 1) ELEVATION A .11111111w 130.54' L' r m �r m 3) ELEVATION C HEIGHT ANALYSIS 52.75' ESTABLISHED GRADE 2) ELEVATION B 4) ELEVATION D 52.75' ESTABL GRADE 5-489 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 I � I I I I I I I I I I l I I I STH LEVEL 300 SPA — GROUND LEVEL SITE DEVELOPMENT REVIEW T�\JANUARY 07, 2022 °.°.ITE°T` PICERNEGROUP I I I — 2ND LEVEL AMENITIES REQUIRED 44 SF/UNIT x 193 UNITS 8,492 SF PROVIDED *Leasing Lounge 1,010 SF Business Center 1,730 SF Clubroom 1,653 SF Dog Spa 574 SF Dog Park 1,099 SF Fitness 2,267 SF Roof Deck 750 SF TOTAL 9,083 SF -Leasing Lounge area exauaes office space. COMMON OPEN SPACE REQUIRED 75 SF/UNIT x 193 UNITS 14,475 SF PROVIDED Podium Courtyard 9,506 SF TOTAL 9,506 SF 01 ' 80' 160' O COMMON OPEN SPACE AND AMENITY AREAS 5101 & ES101 NET RENTABLE AREA 515 SF REQUIRED BALCONY (5%) 26 SF PROVIDED BALCONY 0 SF STUDIO UNITS 111-9. EA105 NET RENTABLE AREA 613 SF REQUIRED BALCONY (5%) 31 SF PROVIDED BALCONY 60 SF 1 BEDROOM UNITS A110 A406 NET RENTABLE AREA 641 SF NET RENTABLE AREA 763 SF REQUIRED BALCONY (5%) 32 SF REQUIRED BALCONY (5%) 38 SF PROVIDED BALCONY 56 SF PROVIDED BALCONY 68 SF B701 & EB101 B401 NET RENTABLE AREA 1,000 SF NET RENTABLE AREA 1,122 SF REQUIRED BALCONY (5%) 50 SF REQUIRED BALCONY (5%) 56 SF PROVIDED BALCONY 60 SF PROVIDED BALCONY 68 SF B601 NET RENTABLE AREA 1,270 SF REQUIRED BALCONY (5%) 64 SF PROVIDED BALCONY 64 SF 2 BEDROOM UNITS 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 B708 NET RENTABLE AREA 1,273 SF REQUIRED BALCONY (5%) 64 SF PROVIDED BALCONY 68 SF PICERNEGROUP A600 NET RENTABLE AREA 822 SF REQUIRED BALCONY (5%) 41 SF PROVIDED BALCONY 55 SF SITE DEVELOPMENT REVIEW JANUARY 07. 2022 B402 NET RENTABLE AREA 1,194 SF REQUIRED BALCONY (5%) 60 SF PROVIDED BALCONY 68 SF 8921 NET RENTABLE AREA 1,300 SF REQUIRED BALCONY (5%) 65 SF PROVIDED BALCONY 84 SF A710 NET RENTABLE AREA 848 SF REQUIRED BALCONY (5%) 42 SF PROVIDED BALCONY 148 SF PRIVATE OPEN SPACE REQUIRED PRIVATE OPEN SPACE PER NBMC SHALL BE 5% OF UNIT AREA PRIVATE OPEN SPACE 5-491 LINE OF SIGHT • all shrubs to be maintained at 24" height maximum within limited use area 1300 BRISTOL SITE DEVELOPMENT REVIEW NEWPORT BEACH, CALIFORNIA THE PICERNE GROUP JANUARY 7, 2022 TCA # 2021-009 �0 L A N D IC A P E ARCHITECTURE 7 q'�v I I I I I COMPOSITE LANDSCAPE PLAN 0 8 ifi 32' )UND LEVEL ;ee sheet L.2 IDIUM LEVEL see sheet L.3 ROOFTOP • see sheet L.4 15-492 ENTRY DRI • concrete pavi LINE OF SIG • all shrubs to be maintained at 24" heic maximum within limited use ar WATER QUALITY BASINS ENHANCED PLANTING LINE OF SIG • all shrubs to be maintained at 24" heic maximum within limited use ar A. I MOVE IN/ LOADING 1300 BRISTOL SITE DEVELOPMENT REVIEW NEWPORT BEACH, CALIFORNIA THE PICERNE GROUP JANUARY 7, 2022 TCA # 2021-009 �0 L A N D S C A P E ARCHITECTURE (0 III 1 318 16 GROUND LEVEL LANDSCAPE PLAN TRANSFORMERS TO BE SCREENED BY HEDGE • see sheet L.7 TWO WAY ACCESS LANE • asphalt w/ flush curb )OG PARK synthetic turf bench water station ENTRY DRIVE • concrete paving LINE OF SIGHT • all shrubs to be maintained at 24" height maximum within limited use area 15-493 SPA DECI • 8'x14'sp • chaise loung • umbrella: ENTRY STEPS AND RAMI` SOCIAL outdoor kitchen w/ bbqs (2) • dining tables • sit-up bar with tv FIRESIDE LOUNGE • fire pit • lounge seating • tables • pottery 1300 BRISTOL SITE DEVELOPMENT REVIEW NEWPORT BEACH, CALIFORNIA THE PICERNE GROUP JANUARY 7, 2022 TCA # 2021-009 �0 L A N D S C A P E ARCHITECTURE OL TERRACE 16' X 50' pool cabanas Palms concrete pool deck glass pool enclosure umbrellas ITRY STEPS BREAK-OUT FITNESS • pottery with screen hedge • festival lights PODIUM LEVEL ENLARGEMENT rw 15-494 1300 BRISTOL NEWPORT BEACH, CALIFORNIA TCA # 2021-009 �m THE PICERNE GROUP L A N D S C A P E ARCHITECTURE SITE DEVELOPMENT REVIEW (40III I I JANUARY 7, 2022 0 2' 4' 8' OUTDOOR LOUNGE • festival lights • fire pit • lounge seating OUTDOOR DINING • sit- up counter • shade structure • pendant lights • TV • cafe tables • bbq (2) ROOF DECK LEVEL ENLARGEMENT 15-495 �. ��- (�� Wit' ` ;." +�[ • i � � }y � _ , 1 d ' L I fl op NhM3ye".Nye We Nye YWeY1f - - ! _�- �ows f mom IL rq I` a _ r D 1300 BRISTOL SITE DEVELOPMENT REVIEW LIFESTYLE IMAGERY NEWPORT BEACH, CALIFORNIA THE PICERNE GROUP JANUARY 7, 2022 TCA # 2021-009 L A N D S C A P E ARCHITECTURE 15-496 r "�i�� p' i :ti; .�'�'` `t' � ✓ ilk l+ "� `. . •S. ~� �s'.A4. r {i. / /�j�� � : t. � '"�\ �•,`. \�1�. � ��'�/'j i 1 e� 'M�� '1 �- — �� A. rte. �• t• ale Jr`�?�y� I .f .�� ie �� 'n �_ �,�. � � �Ir� � ri - .. _ a. - -�.•n �.; �.�...e _� �, 11. ra F 9n.i IL� ••rY , i:Y �. � _ I 7 i�i� "lYl ��� � � �" t. e ,iy e �,l r� _.. '--;,{ � •. � . �-Y`•r ,Y, %� ram, _yr ��-an ,e ... •W - .a _�_ __,.� ..�� ,. i i. '- �. _..ems ... '/ �' 'V�' � � i _ JY�~ �, i - � I�7.lii@e •~ ��••�ppSF'! - 4,.. ',N- . - +- _ I - - N ., - ALOE BAINESII ARBUTUS X MARINA ARCHOTOPHOENIX CERCIDIUM 'DESERT MUSEUM' DRACAENA DRACO LAURUS X'SARATOGA LYONOTHAMNUS F ASPLENIFOLIUS TREE ALOE STRAWBERRY TREE CUNNINGHAMIANA THORNLESS PALO VERDE DRAGON TREE SARATOGA HYBRID LAUREL FERNLEAF CATALINA IRONWOOD -J - v .iyt.;r o a. 41 • v ,rte � J e �°+� �e '� � �� `�;� � •. �- : MAGNOLIA G. 'LITTLE GEM' MELALEUCA QUINQUENERVIA METROSIDEROS EXCELSA OLEA'SWAN HILL' PHOENIX DAC. 'MEDJOOL' PINUS ELDARICA TRISTANIA CONFERTA MAGNOLIA CAI EPUT TREE NEW ZEALAND CHRISTMAS FRUITLESS OLIVE DATE PALM AFGHAN PINE BRISBANE BOX f FTI 771d r E 9 i- t 1 �66/�/o AEONIUM X'MINT' AGAVE AMERICANA CHONDROPETALUM ELEPHANTINUM CRASSULA A.'BLUE WAVES' DIANELLA REVOLUTA DASYLIRION WHEELERI FESTUCA OVINA GLAUCA GREEN AEONIUM CENTURY PLANT LARGE CAPE RUSH IADE PLANT FLAX LILY DESERT SPOON BLUE FESCUE erg �. � .• z �' � � � a' �s� F _ s� e. a R- Y p r ro'=ei `rrw�.l i 111 �?' � �' '• M .� , �W - e e • f Y .� '-^� �,ly C[: 'S y 7 ya'� � .yk Y'• �f'i�`�.' 'e��^f.•.: l'�= }� _ &. a•�-__.._. ;�, i II 'i. e ;�- �"i, '� r�ia�'�i�� :.�� iq A^�,,."r"`,b:'�•.y ..�'� :a. .� 4 FURCRACEA FOETIDA'MEDIOPICTA MISCANTHUS S. ADAGIO PITTOSPORUM T. 'GOLF BALL' PRUNUS ILICIFOLIA SPP. LYONII ROSMARINUS PROSTRATUS SALVIA CLEVELANDII TEUCRIUM CHAMAEDRYS MAURITUS HEMP ADAGIO MAIDEN GRASS GOLF BALL' KOHUHU CATALINA CHERRY DWARF ROSEMARY BLUE SAGE GERMANDER L.6 1 1 1 1 1 1 1 1300 BRISTOL SITE DEVELOPMENT REVIEW NEWPORT BEACH, CALIFORNIA THE PICERNE GROUP JANUARY 7, 2022 TCA # 2021-009 �0 L A N D S C A P E ARCHITECTURE PLANT SCHEDULE TREES BOTANICAL/ COMMON NAME SIZE WUCOLS QTY ARBUTUS 36"BOX LOW 1 MULTI - ARBUTUS MULTI-TRURU NK ARCHONTOPHOENIX CUNNINGHAMIANA 36"BOX MEDIUM 9 MULTI -TRUNK KING PALM LYONOTHAMNUS FLORIBUNDUS ASPLENIFOLIUS 24"BOX LOW 4 FERNLEAF CATALINA IRONWOOD MELALEUCAQUINQUA 24"BOX MEDIUM 23 CAJEPUT TREE MULTI -TRUNK 24"BOX MEDIUM 1 NEW ZEALAROSND NEW ZEALAND CHRISTMAS TREE CHRISTMAS OLEA EASWAN HILL'TM 36"BOX MEDIUM 1 SWAN HILLILL OLIVE PHOENIX DACTYLIFERA'MEDJOOL' 20' B.T.H. LOW 9 DATE PALM • PRUNUS CAROLINIANATRIGHT N' TIGHT CAROLINA LAUREL CHERRY 15 GAL, MEDIUM 21 RISANIA CONFERTA 36"BOX MEDIUM 4 BBANE BOX ACCENT TREES BOTANICAL/COMMON NAME SIZE WUCOLS QTY • ALOE BAINESII ALOE 36"BOX LOW 8 DRACAENA DRACO DRAGON TREE 36"BOX LOW 11 • LAURUS X'SARATOGA' SARATOGA HYBRID LAUREL 24"BOX MEDIUM 2 QUERCUS ILEX 24"BOX LOW 8 HOLLY OAK PLANTING NOTES: ALL PIANTS ARE CAL -IPC NON-INVMNE AND VAICOLS MEDIUM/LOW WATER CONSUMPTION (REGION 3 -SOUTH COASTAL) VARIETIES FORTHEIR PROPOSED GROWING CONDITIONS. THESE PLANTS ARE WATERCONSERVING AND USED FOR THEIR DEEP ROOT SYSTEMS WHICH STABILIZES SOILAND MINIMIZES EROSION IMPACTS. NO TREES TO BE PLANTED IN THE PUBLIC RIGHT-OF-WAY. VE OF SIGHT all shrubs to be maintained at 24" height maximum within limited use area NO TREES TO BE PLANTED IN R.O.W �0 III I 3Iff 16' 1111111»:11 15-498 1300 BRISTOL SITE DEVELOPMENT REVIEW NEWPORT BEACH, CALIFORNIA THE PICERNE GROUP JANUARY 7, 2022 TCA # 2021-009 �0 L A N D S C A P E ARCHITECTURE IRRIGATION HYDROZONES: HYDRO -ZONE I South West Perimeter - Sub Surface Irrigation - 4,259 s.f. HYDRO -ZONE 2 - North East Perimeter - Sub Surface Irrigation - 5,461 s.f. HYDRO -ZONE 3 -Water Quality Basins - Sub Surface Irrigation - 1,384 s.f. HYDRO -ZONE 4 - Enhanced Entry Ground Level - Sub Irrigation 2,581 s.f. HYDRO -ZONE 5 - Podium Level Landscape - Sub Surface Irrigation - 1,852 s.f. HYDRO -ZONE 6 - Water Features - Pool/Spa - 1.374 s.f. TOTAL LANDSCAPE AREA: 16,987 s.f. WATER CONSERVATION FEATURES THE FOLLOWING MEASURES WILL BE INCORPORATED INTO THE PROJECT TO CONSERVE WATER: I . Installation of automatic'smart' irrigation controller with rain -sensor. 2. The use of low precipitation/low angle irrigation spray heads. 3. The use of low water consuming plants. 4. Soil amendment to achieve good soil moisture retention. 5. Mulching to reduce evapotransporation from the root zone. 6. Installation of automatic irrigation system to provide deep -root watering to trees is required. WATER EFFICIENT LANDSCAPE WORKSHEET Reference Ev.potranspiration(ET.) 45.40 ETAF for MAWA 0.55 (Residential) Hyerezone aAF [­P-,Pn Mno4 at E pEr IVF EI realsq. n.l a (ET r Re ar mlecepe Areatacn al MawAgnnaMoerMns Auow.a) • (eo) (o.s2)((ErAFx vnwre 062 isawnv.. recbr151. wnwrb acre-ircnes w). !rr-Eraq x stay) per acre per yearto pellmsper»use year. fool par year, LA is tea rokl ETAF Calculations R alar Landsca.A—a H ro one 1 -South West Penmeter 0.40 drip 0.81 0.49 4,259 2,103 59,201 H r—ne2- North East Perimeter 0.40 drip0.81 0.49 All Landscape as 9H rozone3-Water Ouali Basins 0.20 tln 0.81 0.25 342 9,619 H rozone4-Enhanced En 0.30 do 0.81 0.37 956 26,90] Hydrazone 5-Pctlium Land—W 0.40 dr 0.81 0.49 *1,374 915 25,]43 H roone6-Water Features 1.00 1 101,374 138,6]5 Blaecial Wnascapa Areas Totals 16,911 EIWU Total 238065 Mes—, Allowed Water Allowance MAWA' I261606 -Hyi,oaare PFgnan9 pescdptlon Mnl9adon Method •pd.a —,iWU(Mnual salla.. Ra9ulrM) 0.75 rorapreyheed •Em FxArea t,j nomlo-an prey weep O.fif la tlrp 2)ww wets: a»Mannnps 3)rreNwn waist uae Menlrn9 ons par sque�lml peror MawAgnnaMoerMns Auow.a) • (eo) (o.s2)((ErAFx vnwre 062 isawnv.. recbr151. wnwrb acre-ircnes w). !rr-Eraq x stay) per acre per yearto pellmsper»use year. fool par year, LA is tea rokl ETAF Calculations R alar Landsca.A—a To FTAFxArea 915 Average ETAF for Regular Landscape Area. must TOWI Area 1,852 be D.55 or below for residential ....... rd 0.45 or Average ETAF 0.69 belcw for nen-residential areas. All Landscape as Total ETAF n Area 915 Total Area 19,]93 EW data for city of Newport Beech Bitewiae ETAF 0.05 from MWELO AppenckA 5/112020 �� III I 3Iff 16 HYDROZONE PLAN WATER CONSERVATION STATEMENT distribute water and ensure plant survival in the most efficient manner and within a time frame that least interferes with the activities of the community. The Irrigation system for each hydrozone will be automatic and incorporate low volume drip emitters, bubblers and high efficiency low angle spray heads at turf only. Drip irrigation systems may be employed where considered to be effective and feasible. Irrigation valves shall be separated to allow for the systems operation in response to orientation and exposure. Planting will be designed to enhance the visual character of the site and the architectural elements. Plants shall be grouped with similar water, climatic and soil requirements to conserve water and create a drought responsive landscape. Each hydrozone consists of moderate to low water consuming plants. In areas of moderate water consuming plants they shall be properly amended to retain moisture for healthy growth and to conserve water. Plant Material within each hydrozone shall be specified in consideration of north, south, east and west exposures. Soil shall be prepared and emended to provide for maximum moisture retention and percolation. Planted beds shall be mulched to retain soil moisture and reduce evapotransporation. To avoid wasted water, the controls will be overseen by a Row monitor that will detect any broken sprinkler heads to stop that station's operation, advancing to the next workable station. In the event of pressure supply line breakage, it will completely stop the operation of the system. All material will be nonferrous, with the exception of the brass piping into and out of the backflow units. All work will be in the best acceptable manner in accordance with applicable codes and standards prevailing in the industry. I WATER USE CLASSIFICATION of LANDSCAPE SPECIES WUCOLS, Water Use Classification of Landscape Species, is a University of California Cooperative Extension Publication and is a guide to the water needs of landscape plants. CROP FACTOR PERCENT OF ETo H - HIGH 70%-90% M - MEDIUM 4096-60% L - LOW 10%-30% VL - VERY LOW < 10% F" 15-499 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 2, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 49, PAGE 18 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPT THE FULL RIGHTS TO ALL MINERALS, PETROLEUM, GAS AND OTHER HYDROCARBON SUBSTANCES EXISTING BELOW FIVE HUNDRED FEET FROM THE SURFACE OF SAID REAL PROPERTY DESCRIBED ABOVE, PROVIDED, HOWEVER, THAT GRANTOR EXPRESSLY WAIVES THE RIGHT TO ENTER UPON THE SURFACE OF SAID REAL PROPERTY FOR THE PURPOSE OF EXPLORING FOR OR PRODUCING THE MINERALS, PETROLEUM, GAS AND OTHER HYDROCARBON SUBSTANCES SO RESERVED, AS SET FORTH IN THE DEED RECORDED APRIL 4, 1973 IN BOOK 10627, PAGE 485, OF OFFICIAL RECORDS. BENCHMARK BM#: 3N-61-89 (ORANGE COUNTY SURVEYOR) DESCRIPTION: FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 3N-61-89", SET IN THE NORTHERLY CORNER OF A 4.5 FT. BY 8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE SOUTHWESTERLY SIDE OF BRISTOL STREET, 450 FT. NORTHERLY OF THE CENTERUNE OF JAMBOREE, 33 FT. SOUTHWESTERLY OF THE CENTERUNE OF SOUTH BOUND BRISTOL AND 28 FT. NORTHERLY OF A SINGLE LIGHT STANDARD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 56.99' (NAVD 88) BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. P284 AND STATION GPS NO. 6173 BEING NORTH 2526'47" WEST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. ASSESSOR'S PARCEL NUMBER COUNTY OF ORANGE: APN: 427-342-01 EARTHWORK STATEMENT OF QUANTITIES: CUT: 982 CUBIC YARDS FILL: 935 CUBIC YARDS NET: 47 CUBIC YARDS (EXPORT) NOTE: THE QUANTITIES AS SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO THE START OF GRADING AND ACCOUNT FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING SITE TO DESIGN GRADE. THE ABOVE CUT AND ALL FIGURES REPRESENT PURE VOLUME FIGURES ONLY. THERE IS NO CONSIDERATION TAKEN FOR SHRINKAGE, SUBSIDENCE, OR ANY OTHER LOSS FACTOR. THE CONTRACTOR'S BID WILL BE THE SOLE BASIS FOR ALL PAYMENTS FOR WORK DONE. IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA 1300 BRISTOL ST. CONCEPTUAL GRADING PLAN BRISTOL ST. INDEX MAP \ SCALE: 1"=40' \ UTILITY COMPANIES AT&T SHEET TITLE SHEET NUMBER COMPANY CENTRALIZED CORRESPONDENCE TITLE SHEET C1.01 CR&R ENVIRONMENTAL SERVICES EXISTING CONDITION C2.01 CONCEPTUAL GRADING PLAN C3.01 PHONE: (949) 625-6735 CONCEPTUAL UTILITY PLAN PLAN C4.01 PHONE: (800) 892-2253 CONCEPTUAL WQMP PLOT PLAN C5.01 949 W. 16TH STREET APPLICANT NEWPORT BEACH, CA 92663 TPG (KCN) ACQUISITION, LLC SOUTHERN CALIFORNIA EDISON 5000 BIRCH ST, SUITE 600 P.O. BOX 800 NEWPORT BEACH, CA 92660 �PA (949) 267-1529 CIVIL ` TAT & ASSCOAITES 701 N. PARKCENTER DR. it SANTA ANA, CA 92705 1 (714) 560-8200 FLOOD NOTE PER FEMA WEBSITE: ZONE 'X" (AREAS OF MINIMAL FLOOD HAZARD) MAP NUMBER: 06059CO286J EFFECTIVE DATE: DECEMBER 03, 2009 BRISTOL ST. INDEX MAP \ SCALE: 1"=40' \ UTILITY COMPANIES AT&T SOUTHERN CALIFORNIA GAS PHONE: (800) 288-2020 LINK: AT&T U -VERSE COMPANY CENTRALIZED CORRESPONDENCE MONTEREY PARK, CA 91756 CR&R ENVIRONMENTAL SERVICES PHONE: (800) 427-2200 2051 PLACENTIA AVE. COSTA MESA, CA 92627 TIME WARNER CABLE PHONE: (949) 625-6735 9260 TOPANGA CANYON BLVD. CHATSWORTH, CA 91311 NEWPORT BEACH CITY UTILITIES PHONE: (800) 892-2253 WATER DEPARTMENT 949 W. 16TH STREET NEWPORT BEACH, CA 92663 PHONE: (949) 644-3011 SOUTHERN CALIFORNIA EDISON P.O. BOX 800 RANCHO CUCAMONGA, CA 91770 PHONE: (800) 655-4555 AREA SUMMARY GROSS AREA: 85,741 S.F. t / 1.968 ACRES t NET AREA: 84,259 S.F. 3 / 1.934 ACRES 3 (GROSS AREA LESS TITLE EXCEPTION #3) �v N G) VICINITY MAP NOT TO SCALE ARCHITECT TCA ARCHITECTS 19782 MACARTHUR BLVD, SUITE 300 IRVINE, CA 92612 (949) 862-0270 LANDSCAPE ARCHITECT MJS LANDSCAPE ARCHITECTURE 507 30TH ST. NEWPORT BEACH, CA 92663 (949) 675-9964 H U W W zo L) Is w U) !z W J � (n _ o::) F LuOwdxm U) r� hoz H m L V g 3 O 2 z O � M 0 � F C1.01 15-500 202 Lu Q W i / LEGEND ' --33--- EXISTING CONTOURS WM WATER METER I 33 PROPOSED CONTOURS FF FINISH FLOORGFF GARAGE FINISH FLOOR CENTERLINE CL CENTER LINE EX. PARKING LOT — - - — RIGHT OF WAY PROPERTY LINE R PROPERTY LINE Z — — — CITY EASEMENT LINE R/W PA RIGHT-OF-WAY PLANTED AREA U) �P/L PROPOSED CURB EXISTING CURBFINISHED PP POWER POLE SURFACE a w - - - - - - - - R RIDGE LINE/ GRADE BREAK TC: TOP OF CURB - -N 49'21'03' W 308.23'- - _ - FW PROPOSED FIRE WATER LINE TG SS TOPOFGRATE SANITARY SEWER o - SS PROPOSED SANITARY SEWER SO STORM DRAIN DW DOMESTIC WATER W PROPOSED WATER RW RECLAIMED WATER PROPOSED STORM DRAIN DCDA DOUBLE CHECK DETECTOR ASSEMBLY ss— EXISTING SANITARY SEWER FH T FIRESTREET EXISTING STORM DRAIN ST STREET LIGHT �y} - - Ev ELECTRIC VEHICLE W EXISTING WATER CAV CLEAN AIR VEHICLE {� I (E) EXISTING iol - ' I (P) PROPOSED 'O' EXISTING FIRE HYDRANT v 1 / VII / I oc i I ri Eo Nm � c o E °y I � aQ v I MI 0 a� o / - - 9 18 0` - - - - - -- I Z r �I r P/L � Y a I w 30' r7-1 I I I COVENANT AND AGREEMENT FOR MAINTENANCE PURPOSES EX. BLDG. // M BRISTOL ST. S 4970'48. E 470.84' I I I I H U W J Zyy I Z W J Zo � �UO� Hm U) Ewa j U I ZJKD�,2 - � O O a 7 y W W � 2 ttl Z Ln O m O COVENARL.AND AGREEMENT of Z FOR MAINTENANCE PURPOSES (n m U 8 w I X o"Y PUBLIC UTILITY AND I W O U SIDEWALK EASEMENT F \ o 1, z �i iti Uuiy iuz O U O K 0 0 30 40 IN ET 1 INCH '20 FEET C2.01 15-501 II III 1 II I I 49.32 TC / I --33--- EXISTING CONTOURS WM - - - - - -53.41 FS 48.65 FL I PROP. 4'X8' MWS UNIT FINISH FLOOR PA CENTERLINE 50.50 FG GARAGE FINISH FLOOR CENTER LINE INV 6 2 4 RIGHT OF WAY 49.66 FG - 49.95 FG PROPERTY LINE 49.83 FG PRl)P. 24" PARKWAY CITY EASEMENT LINE PA PLANTED AREA PROPOSED CURB - POWER POLE `• EXISTING CURB FS � 51.25 TC RIDGE LINE/ GRADE BREAK 1 TOP OF CURB P R CITY STD. 309 I\\ s `�J� FW --R PROPOSED FIRE WATER LINE 7 TC ^ C PROP. DRIVEWAY CITY APPROACH - 161 j Sd .59 TC 50.69 7 T 50.27 FL 50.19 FL m F c� ` R ED CURB F h 51.81 TC _ - m 51.3TFS 51.87�C a N " "' 7 1 FPIFW 52.03 TC 51' F 'I 52.10 TC l TRANSFORMERS LINE OF SIGHT 50.09 FL I µ;ms 51. * TC 51.78 TC 0" CURB-- _ 51.37 FS w, 4 51.91 TC 51.53 FS 51.60 FS - -- - DOUBLE CHECK DETECTOR ASSEMBLY SEE NOTE BELOW A. j�%, F 51.28 FS - 5T. 3 FS 0" CURB 51.41 FS EXISTING STORM DRAIN - STREET LIGHT EV _ - 52.02 TC 52.14 TC ` CLEAN AIR VEHICLE - - - - - o ---- - - - -- EXISTING 51.52 FS 51.64 FS (P) PROPOSED LLI I 1 `O' 51.48 FS -' O• PROPOSED FIRE HYDRANT RAS ® WATER VALVE 52.1 52.40 FS PROPOSED STORM DRAIN MANHOLE CA -' 51.50 FS 51.50 FS - ,, - 51.6 L 52.5 TC r 51.06 FG 50.22 TC I m - 52.9 FS LLI 49.55 FL 24' U JOIN EX. - PROP. 6" SO PROP. BIORETENTION BASIN / EMERGC ti 49INV I (SEE SHEET C5.01) ao EX. C&G INV � FIRE A E • � LJ_1 PROP. 3" SD PIPE I • NTS ' I PROP. 6�3D- _ INV PROP. PUM - PROP. 6" _ - ' �.5 12' 49.80INV-OUT PERFORATED PIPE - 46.131NV-IN p 4 PROP. 24" PARKWAY DRAIN I / BIO -FILTRATION BASIN W 54.27 TC53.77 PER CITY STD. 308 / I --33--- EXISTING CONTOURS WM - - - - - -53.41 FS - PROPOSED CONTOURS I FINISH FLOOR N° CENTERLINE GFF CL GARAGE FINISH FLOOR CENTER LINE - - - RIGHT OF WAY R PROPERTY LINE - - - - PROPERTY LINE R/W RIGHT-OF-WAY CITY EASEMENT LINE PA PLANTED AREA PROPOSED CURB I POWER POLE `• EXISTING CURB FS � 51.25 TC RIDGE LINE/ GRADE BREAK 1 TOP OF CURB / C FW --R PROPOSED FIRE WATER LINE I C 50.58 FL PROPOSED SANITARY SEWER SD STORM DRAIN / DOMESTIC WATER UV PROPOSED WATER RW RECLAIMED WATER - PROPOSED STORM DRAIN DCDA DOUBLE CHECK DETECTOR ASSEMBLY SS EXISTING SANITARY SEWER FH FIRE HYRANT - EXISTING STORM DRAIN ST STREET LIGHT EV ELECTRIC VEHICLE W EXISTING WATER CAV CLEAN AIR VEHICLE - - - - - LIMIT OF WORK (E) EXISTING (P) PROPOSED `O' EXISTING FIRE HYDRANT PROP. BLDG. PROPOSED FIRE HYDRANT ® WATER VALVE PROPOSED STORM DRAIN MANHOLE CA -' P /L 17.53' ±6' 1 SPRUCE AVE. 24' PROP. BIORETENTION BASIN EMERGC (SEE SHEET C5.01) ao EX. C&G PROP. BUILDING WALL � FIRE A E SECTION A -A I • NTS I I � I PA _ 12' 54,39 FSI 4 I / BIO -FILTRATION BASIN W 54.27 TC53.77 (12') (12') al 3:1 SIDE SLOPES. SEE 1 1 FS 54.34 TCS I, �( WOMP NOTE BELOW 1 II 53.84 PS 54.50 TC! 2� 53.36 FG 54.00 FS' r - 1 5450 TC . \ �I I 54.00 S Il 11 54.43 53.97 TC I 1 I 53.93 FS 1 53.47 FS / 52.46 TC _ HP 51.79 FL I PROP. 6" SD - 1 54.49 TC \ 570.005 1 53.99 FS l EMOVE EXISTING I 7 11 �I 26' CUR DRAIN REPLACE I I SIDE ALK & CURB & GUTTER (4' MIN) 54.00 S 1 1 54.41 TC j 53.91 FS I � R1 54.38 TC 1 _ FF 54.35 TC PROP53.85FS '� 3.88 FS 1 -54.00 PERFORATED PIPE 51.80 53.84 TC 53.81 FG 53. 5 TC Q INV 53.34 FL PROJECTION OF 25' RADIUS. 52.8 FL /' 54.0 FG PROP. 6" SO - - - .45 FT SEE NOTE BELOW 5=0.005 PROP. DRIVEWAY APPROACH ! 54.0 FG / 3 r - - PER CITY STD. 161 '---- ----I-- SD SD �S QU� PROP. 6" SD 1 1 LINE OF SIGHT 54.30 TC 1 1- SEE NOTE BELOW _ 53.80 FS} - - _ INV LINE OF SIGHT\' SEE NOTE BELOW 53.87TC _- PROP 24" PARKWAY DDDRA1N----------TC__53.20 FIL 53.91 TC v~i 53.89 TC 53.70 TC PARKWAY DRAIN PER CIN STD. 308 53.22 FLN.0 52.43 FL - - - -REMOVE EXISTING CURB DRRI 12) REPLACE 53.31 TC SIDEWALK & CURB & GUTTER (4' MIN)RISTOL ST. B < yJOIN EX. 7REMOVE JOIN EX. EXISTING CURB DRAIN 2) & REMOVE EXISTING CURB DRAINS (3) & REPLACE Q REPLACE SIDEWALK SIDEWALK & CURB & GUTTER (4' MIN) CONCEPTUAL GRADING NOTES: 1. DRIVEWAY CONFIGURATION: DRIVEWAYS ARE PROPOSED PER CITY STD. 161 WITH 15 RADIUS ON SPRUCE AND 25 4. LINE OF SIGHT: LINE OF SIGHT TRIANGLES HAVE BEEN DRAFTED PER CNB STD 105 WITH ADDITIONAL COORDINATION RADIUS ON BRISTOL. SOUTHERLY RADIUS ON BRISTOL DRIVEWAY HAS BEEN CONSTRUCTED AT A 20' RADIUS WITH A AND CONFIRMATION 6WTH CITY STAFF FOR SITE SPECIFIC CONDITIONS. ASSUMPTIONS ARE AS FOLLOWS: WIDENED DRIVEWAY ENTRANCE CONFIGURATION HOWEVER THE RESULTANT 25' WIDE RADIUS DRIVEWAY RADIUS AREA 4.1. BRISTOL STREET: ASSUMES PRIMARY STREET FOR DISTANCES. AS THERE ARE NO SOUTHBOUND LANES LEFT HAS BEEN RESERVED AND DEPICTED VIA DASHED LINE ON THE PLANS. TURN MOVEMENT LINES HAVE BEEN OMITTED. \ 4.2. SPRUCE AVENUE: ASSUMES SECONDARY STREET. DUE TO THE FACT THAT EASTBOUND LANES ORIGINATE AT 2. DRAINAGE &WATER QUALITY IMPROVEMENTS: FOR FURTHER DETAILS AND NOTES ON DRAINAGE IMPROVEMENTS SEE BRISTOL (NO THRU TRAFFIC) AND ALL ENTERING TRAFFIC WILL BE AT REDUCED SPEEDS, LINE OF SIGHT SHEET C5.01. SITE GRADING AND DRAINAGE HAS BEEN STRUCTURED TO MATCH EXISTING DRAINAGE CONDITIONS TRANGLES HAVE BEEN LIMITED TO ORIGINATE AT THE CROSSWALK PER COORDINATION WITH CITY STAFF WITH ALL RUNOFF BEING DISCHARGED AT GRADE. 3. RIDE SHARE PICKUP ZONE: TURNOUT WIDENING FOR A RIDE SHARE PICKUP ZONE IS PROPOSED ON SPRUCE AVENUE. 0 3o ao FINAL LENGTH AND CONFIGURATION TO BE DETERMINED DURING PERMITTING PHASE. TURNOUT WILL BE DESIGNED TO ALLOW TWO, 12' WIDE LANES OF TRAFFIC IN THE EASTBOUND DIRECTION IN ADDITION TO THE RIDE SHARE ZONE. ( IN FEET ) 1 INCH =20 FEET PRi SECTION B -B NTS PA SECTION C -C NTS /L R/W ESMT. 26' ±8' ±20.7 4' I I BRISTOL ST. I PROP. 36' S/ EX. C&G _ - _ - J SECTION D -D NTS PROP. BIORETENTION BASIN SEE SHEET C5.01 -PROP. BUILDING WALL C3.01 15-502 LEGEND --33--- EXISTING CONTOURS WM WATER METER 33 PROPOSED CONTOURS FF FINISH FLOOR CENTERLINE GFF CL GARAGE FINISH FLOOR CENTER LINE - - - RIGHT OF WAY R PROPERTY LINE - - - - PROPERTY LINE R/W RIGHT-OF-WAY CITY EASEMENT LINE PA PLANTED AREA PROPOSED CURB PP POWER POLE EXISTING CURB FS FINISHED SURFACE R RIDGE LINE/ GRADE BREAK TC TOP OF CURB TG TOP OF GATE FW --R PROPOSED FIRE WATER LINE SS SANITARY SEWER SS PROPOSED SANITARY SEWER SD STORM DRAIN DW DOMESTIC WATER UV PROPOSED WATER RW RECLAIMED WATER - PROPOSED STORM DRAIN DCDA DOUBLE CHECK DETECTOR ASSEMBLY SS EXISTING SANITARY SEWER FH FIRE HYRANT - EXISTING STORM DRAIN ST STREET LIGHT EV ELECTRIC VEHICLE W EXISTING WATER CAV CLEAN AIR VEHICLE - - - - - LIMIT OF WORK (E) EXISTING (P) PROPOSED `O' EXISTING FIRE HYDRANT YY PROPOSED FIRE HYDRANT ® WATER VALVE PROPOSED STORM DRAIN MANHOLE CA R/W 32' 310' 17.53' ±6' 1 SPRUCE AVE. PROP. BIORETENTION BASIN (SEE SHEET C5.01) EX. C&G PROP. BUILDING WALL SECTION A -A NTS PA PRi SECTION B -B NTS PA SECTION C -C NTS /L R/W ESMT. 26' ±8' ±20.7 4' I I BRISTOL ST. I PROP. 36' S/ EX. C&G _ - _ - J SECTION D -D NTS PROP. BIORETENTION BASIN SEE SHEET C5.01 -PROP. BUILDING WALL C3.01 15-502 PROP. ONSITE FIRE HYDRANT 6..W 811W 811W 8..w 8..w 5"wR/W a"w B..w 69 8..w 8"w o BRISTOL ST. LEGEND I PER CITY OF NEWPORT BEACH m STD. 501 - —33 — - - EXISTING CONTOURS PROP. 8" DCDA & FDC PROP. CONNECTION TO PER CITY OF NEWPORT BEACH EX. 16" ACP WATER MAIN PROPOSED CONTOURS STD. 518 P/L PER CITY OF NEWPORT _ X BEACH STD. 511 OR 514 GFF GARAGE FINISH FLOOR CENTERLINE CL CENTER LINE RFIRE PROP SERVICE RIGHT OF WAY R FIAP W FW- FIN PROP. B" FW LINE pi3 PROPERTY LINE R/W RIGHT-OF-WAY CITY EASEMENT LINE PA PLANTED AREA w Z p PROPOSED CURB PP FW POC U BLDG. FIRE RISER N EXISTING CURB FS FINISHED SURFACE 3 O w R RIDGE LINE/ GRADE BREAK TC TOP OF CURB fla- ^ vJ a tr 3 ( TOP OF GRATE EX. 8" VCP E NER R/W PROPOSED FIRE WATER LINE SS SANITARY SEWER EX. DOMESTIC WRTER SERVICE m TO BE USED FFIR PROPOSED PROPOSED SANITARY SEWER SO PROP. IRRIGATION METER IRRIGATION UNE o AND BACKFLOW PER EX. 6" WATER SER CE TO BE DW CITY OF NEWPORT BEACH STD. DWG. 507 PROP. BLDG USED FOR PROPOSED & 519-A . DOMESTIC NATER UNE PROPOSED WATER ( RECLAIMED WATER EX. SEWER MH ( PROP. DOMESTIC METER AND .m (52.04RIM)e PROPOSED STORM DRAIN DCDA BACKFLOW PER CITY OF NEWPORT (44.331NV-IN) IZ BEACH STD. DWG. 519-8 (44.1±INV-OUT) - EXISTING SANITARY SEWER FH 46.651NV-6"SD � 45.34TOP-8"SS 8..6..W EXISTING STORM DRAIN ST STREET LIGHT SEWER POC 8"55 EV 44.901NV X. 8" VCP SEWER EX. B" VCP SEVER (5=0.004) EXISTING WATER CAV PROP. 8" VCP SEWER J - — - LIMIT OF WORK (E) DW POC R CITY OF NEWPORT BEACH STD. 400 3 44.421NV-OUT EX. 16" A P WATER MAIN 44.521NV-IN `O' EXISTING FIRE HYDRANT 3 FF=54.00 Yi PROPOSED FIRE HYDRANT 1\ EX. FIRE HYDRANT TO REMAIN 6..W 811W 811W 8..w 8..w 5"wR/W a"w B..w 69 8..w 8"w o BRISTOL ST. PROP. ONSITE FIRE HYDRANT PER CITY OF NEWPORT BEACH STD. 501 I ( 1 — ew aw aw — \ SEX. 8" ACP WATER MAIN EX. 6" WATER SERVICE IS UNUSED. PROPOSED DEVELOPMENT RESERVES THEo 30 40 RIGHT TO UTILIZE WATER SERVICE FOR FIRE PROTECTION DURING PERMITTING PHASE DEPENDING ON FINAL PRESSURE AND FIRE ( IN FEET ) FLOW NEEDS 1 INCH - 20 FEET C4.01 15-503 LEGEND m - —33 — - - EXISTING CONTOURS WM WATER METER 33 PROPOSED CONTOURS FF FINISH FLOOR GFF GARAGE FINISH FLOOR CENTERLINE CL CENTER LINE — - - — RIGHT OF WAY R PROPERTY LINE — - - PROPERTY LINE R/W RIGHT-OF-WAY CITY EASEMENT LINE PA PLANTED AREA Z p PROPOSED CURB PP POWER POLE rn EXISTING CURB FS FINISHED SURFACE O w R RIDGE LINE/ GRADE BREAK TC TOP OF CURB a tr TG TOP OF GRATE .. PROPOSED FIRE WATER LINE SS SANITARY SEWER m SS PROPOSED SANITARY SEWER SO STORM DRAIN o DW DOMESTIC WATER W PROPOSED WATER RW RECLAIMED WATER PROPOSED STORM DRAIN DCDA DOUBLE CHECK DETECTOR ASSEMBLY SS EXISTING SANITARY SEWER FH FIRE HYRANT - EXISTING STORM DRAIN ST STREET LIGHT EV ELECTRIC VEHICLE W EXISTING WATER CAV CLEAN AIR VEHICLE - — - LIMIT OF WORK (E) EXISTING (0/ PROPOSED p � PROPOSED LANDSCAPE `O' EXISTING FIRE HYDRANT Yi PROPOSED FIRE HYDRANT ® WATER VALVE ® PROPOSED STORM DRAIN MANHOLE _ N Ww � Eo U �o o � r a PROP. ONSITE FIRE HYDRANT PER CITY OF NEWPORT BEACH STD. 501 I ( 1 — ew aw aw — \ SEX. 8" ACP WATER MAIN EX. 6" WATER SERVICE IS UNUSED. PROPOSED DEVELOPMENT RESERVES THEo 30 40 RIGHT TO UTILIZE WATER SERVICE FOR FIRE PROTECTION DURING PERMITTING PHASE DEPENDING ON FINAL PRESSURE AND FIRE ( IN FEET ) FLOW NEEDS 1 INCH - 20 FEET C4.01 15-503 PROP. 24r PARKWAY PROP.' 3" CURB OUTLET - PROP. 24" PARKWAY DRAIN Lu U ryn U) PROP. 4'X8' MWS UNIT 0.55 \ x / P. P / 49.80INV-OUT / 46.131NV-IN PROP. BIOFILTRATION - /V \ 1 \ \ PLANTER 1 �" e \ A=980 IF DCV=2,098CF „ �a „ 5=0.005 A=410 IF »_ � DCV=878CF PROP. 24" PARKWAY DRAIN _aev BRISTOL ST. J 0 20' 40' SCALE: 1" = 20' LEGEND r - - PROPERTY LINE Pervious PROPOSED BIOFILTRATION PLANTER IrnpeMous PROPOSED MODULAR WETLANDS UNIT X DRAINAGE AREA X.XX ACREAGE Depth (Ie) Area (s4 DRAINAGE AREAS Area{ac) PROP. 6" SO (0.75ximpF0.15) (CedsA) BMP USED A 19516 5=0.005 0,75 5051 0.12 0.34 0.75 0.71 878 Blomentl Dll Planter B 40,300 0.93 0.75 3598 0.08 0.84 0.91 0.83 7,098 Bi_etention Planter A 0.45 PROP. BIOFILTRATION PROP 6" SO PLANTER TYPE 1 24,155 �a „ 5=0.005 A=410 IF »_ � DCV=878CF PROP. 24" PARKWAY DRAIN _aev BRISTOL ST. J 0 20' 40' SCALE: 1" = 20' LEGEND r - - PROPERTY LINE Pervious PROPOSED BIOFILTRATION PLANTER IrnpeMous PROPOSED MODULAR WETLANDS UNIT X DRAINAGE AREA X.XX ACREAGE Depth (Ie) Area (s4 DRAINAGE AREAS Area{ac) PROPOSED LANDSCAPE STORM DRAIN SIGNAGE DETAIL 3:1 MAX SLOPE TOP OF BASIN -------L- -- -- 30" ENGINEERED MEDIA WITH MIN. 8 IN/HR PERCOLATION RATE AND 30% VOIDED PER APPENDIX XIV.5 BIOTREATMENT BMP FACT SHEET IN THE ORANGE III -III-III- I� 11 MI COUNTY TECHNICAL-III-III-III-ri-(- GUIDANCE DOCUMENT.1- PIPFt,EGOW TREATMENT FLOWS SLO pERFOR 6" PERFORATED PIPE WRAPPED IN INVERT=BOTTOM OF NATIVE GEOTEXTILE FILTER FABRIC PER BASIN PER PLAN SPPWC STD. NO. XXX. INVERT ELEVATION PER PLAN. (PERFORATIONS ON BOTTOM) WATER QUALITY BASIN TYPE NTS project: 1300 Bristol Total Area{ACI 1.93 Total DCV Ir.galretl) [f 2,976 PROP. BUILDING WALL -SPLASH BLOCK 3" NON-FLOATABLE SHREDDED AGED HARDWOOD MULCH LAYER BOTTOM AND SIDES OF BASIN TO BE LINED WITH IMPERMEABLE LINER, 20 MIL MIN ,-GEOTEXTILE FILTER FABRIC AT BOTTOM OF BIO -FILTER MEDIA �12" MIN. CLEAN WASHED J" ROCK SOIL CONCEPTUAL DRAINAGE NOTES: 1. BASIN CONFIGURATION: BASIN CONFIGURATION DEPICTED ON CONCEPTUAL GRADING PLANS ARE SCHEMATIC AND INTENDED TO DEPICT THE EXTENT OF THE BASINS REQUIRED. ULTIMATE CONFIGURATION WILL BE COORDINATED WITH FINAL LANDSCAPE IMPROVEMENT PLANS TO ALLOW TREE AND SITE AMENITY CONSTRUCTION 2. WATER QUALITY (LOWT FLOWS TO BE PUMPED: SITE GRADING AND DRAINAGE HAS BEEN DESIGNED TO TREAT THE FULL DESIGN CAPTURE VOLUME 'M THIN THE THREE NOTED BIO -BASINS. POST FILTRATION (LOW) FLOWS FROM THE SUB -DRAINS WILL BE DIRECTED TO A STORM DRAIN SUMP PUMP THAT WILL DISCHARGE THE FILTERED RUNOFF TO THE SPRUCE AVENUE CURB FACE. 3. PEAK FLOW DISCHARGE: PEAK FLOW DISCHARGE WILL OCCUR, AT GRADE, TO THE CURB AND GUTTER ON SPRUCE AVENUE AND BRISTOL STREET AA PROPOSED PARKWAY DRAINS TO MATCH THE EXISTING TRIBUTARY AREAS OF THE SITE. r52 `m Eo a Z J LU WZJ d 'f-^¢ 0 A. U) m = 7 U d H Q � Owdim J u) Q o mo d O 2 U M O F U i F! C5.01 15-504 Rainfall Pe.ia as Pervious ImP-1- IrnpeMous C TC (MIN) 11 Q­..(1:11)DCV(c1) Otainage Area Area (stl Area (AC) Depth (Ie) Area (s4 Area (as) Area{ac) ratio (0.75ximpF0.15) (CedsA) BMP USED A 19516 0.45 0,75 5051 0.12 0.34 0.75 0.71 878 Blomentl Dll Planter B 40,300 0.93 0.75 3598 0.08 0.84 0.91 0.83 7,098 Bi_etention Planter C 24,155 0.55 0.75 4818 0.11 0.44 0.80 0.75 5 D.275 D.114 I- MW54%8 Total 84,271 1.93 13,467 0.31 1.63 0.84 0.78 1 7,976 CONCEPTUAL DRAINAGE NOTES: 1. BASIN CONFIGURATION: BASIN CONFIGURATION DEPICTED ON CONCEPTUAL GRADING PLANS ARE SCHEMATIC AND INTENDED TO DEPICT THE EXTENT OF THE BASINS REQUIRED. ULTIMATE CONFIGURATION WILL BE COORDINATED WITH FINAL LANDSCAPE IMPROVEMENT PLANS TO ALLOW TREE AND SITE AMENITY CONSTRUCTION 2. WATER QUALITY (LOWT FLOWS TO BE PUMPED: SITE GRADING AND DRAINAGE HAS BEEN DESIGNED TO TREAT THE FULL DESIGN CAPTURE VOLUME 'M THIN THE THREE NOTED BIO -BASINS. POST FILTRATION (LOW) FLOWS FROM THE SUB -DRAINS WILL BE DIRECTED TO A STORM DRAIN SUMP PUMP THAT WILL DISCHARGE THE FILTERED RUNOFF TO THE SPRUCE AVENUE CURB FACE. 3. PEAK FLOW DISCHARGE: PEAK FLOW DISCHARGE WILL OCCUR, AT GRADE, TO THE CURB AND GUTTER ON SPRUCE AVENUE AND BRISTOL STREET AA PROPOSED PARKWAY DRAINS TO MATCH THE EXISTING TRIBUTARY AREAS OF THE SITE. r52 `m Eo a Z J LU WZJ d 'f-^¢ 0 A. U) m = 7 U d H Q � Owdim J u) Q o mo d O 2 U M O F U i F! C5.01 15-504 I I I 2 O T gI \ 6; PATIO DECK AB VE 2 j ROOF LINE ABOVE Z / x 2 / Cn '� M Z VJ C LUI / l J LL m m m p a LEGEND INDICATES PROPOSED BUILDING IRESIDENTIAL AND INTERIOR COMMON USE) AERIALTRUCKLADDERACCESSTOBUILDING (BETWEEN 20' - 40' FROM ACCESS ROAD) INDICATES PROPOSED PARKING GARAGE F7 INDICATES STAIR LOCATIONS PROJECT STAIR 1 & STAIR 3 SHALL PROVIDE ACCESS TO THE ROOF BY WAY OF FULL STAIR ACCESS GENERATOR ROOM — — — INDICATES LIMITS OF BUILDING ROOFLINE STAIR2&STAIR 4 SHALL PROVIDE ACCESS TO THE ROOF BYWAY OF AN ALTERNATING TREAD BOUNDARY DEVICE AND A SELF -OPENING OVERSIZED ROOF HATCH. REFER TO DETAILS PROVIDED HEREON ROOF LINE ABOVE INDICATES RESIDENTIAL LEVELS ABOVE GRADE FOR REFERENCE ONLY. FACE LEVELS ABOVE INDICATES PROPOSED FIRE ACCESS LANE WITH AN ALL WEATHER PAVED SURINDICATES ELEVATOR LOCATIONS CAPABLE OF SUPPORTING 72,000 LBS FORE FIRE APPARATUS AND TRUCK OUTRIGGER LOADS OF 75 POUNDS PER SQUARE INCH OVER 2 -FOOT AREA. FIRE ACCESS LANE$ DO NOT REQUIRE A FIRE DEPARTMENT TURNAROUND SINCE THEY INDICATES FIRE CONTROL ROOM LOCATION �_ • _� LESS THAN 150.FEET IN LENGTH PER CFC SECTION 503.2.5. 4 N B R4� I » INDICATES 'NO STOPPING- FIRE LANE'SIGNS PER DETAILS HEREON INDICATES ELEVATION LOCATION _ A - TAIR EXIT ➢ • r2�• \\ I O INDICATES EXISTING PUBLIC FIRE HYDRANT WITH BLUE REFLECTIVE MARKER LOADING ---. y - \ PROJECT \ \ INDICATES FIRE APPARATUS PATH OF TRAVEL WITH A20 -FOOT WIDE PATH, —Z STAIR 3 \ ' I BOUNDARY Q INDICATES PROPOSED PRIVATE FIRE HYDRANT WITH BLUE REFLECTIVE FIRE HYDRANT 20 -FOOT INSIDE RADIUS AND 40.FOOT OUTSIDE RADIUS D I 2 `r./ MARKER. MARKER SHALL BE PLACED 8' FROM CENTERLINE OF HYDRANT SIDE OF STREET \ I EV i R 4 INDICATES PROPOSED DOUBLE DETECTOR CHECK FOR AUTOMATIC FIRE SPRINKLER INNINNN N N Essimms 11 1 D OTw 0 0 0 D -� — M AI molowimmolml RISER CONNECTION AND PRIVATE FIRE HYDRANTSINDIC�• 7® 2 RISER CONNECTION FIRE DEPARTMENT CONNECTION FOR AUTOMATIC FIRE SPRINKLER RISER CONNECTION INDICATES PROPOSED POST —� INDICATOR CONNECTION OISOLTE THE AUTOMATIC UTOMATIC FIRE LANE SIGNS AND SIGN MOUNTING DETAILS LEVELS O DETECTOR CHECK FIRE DEPARTMENT VALVE ALV LOCATE THE DOUBLE ABOVE FIRE SPRINKLER RISER CONNECTION FROM THE BALANCE OF THE PRIVATE FIRE LINE ACUR-AND 24 IDATED MINIMUM FIRE FLOW REQUIRED (PER CFC APPENDIX B AS LOCALLY AMENDED): O O rvoscAPE DinEcnY MCgN:r soEw �oic" IN I 3,000 GPM AT 20PSI FOR3 HOURS OSSHALL -PEDE-Tl-nR-. LL.Ero,-D B VENTILATION SUPPLY BASED ON FIRE FLOW (PER CFC APPENDIX CASLOCALLY AMENDED): airvnuOTHERAREAs. 3 HYDRANTS MINIMUM ©o 400 -FEET AVERAGE FROM HYDRANT TO HYDRANT, 175 -FEET FROM DEAD END MAXIMUM`SI ROOF 225 FROM ANY POINT ON A STREET (450 -FEET FROM HYDRANT TO HYDRANT MAXIMUM RTHE ECUIRBL ERrs P WAY SHALLREPEPmE LOCAL �u lG`TI"Ns A / LINE ABOVE NOTE DATTHETNEDP e G F NA BE URIE E�SIGNS SH LLL ME TSS CEFI'= No IrvsPE�Ory DEPErvDIrvc Ory RELD corvDlAorvs. C I NOTICE 2 2 , 4 , 4 • 4 FIRE LANE SIGN MOUNTING LEGEND 1 STOPPING 5 STOPPING 5 STOPPING 5 O sN�EnTHArv�'rvLLERT"ArvrNCT"ESnDH-IGH 2 FIRE FIRE FIRE 0 L ERNGSHALLaENCHE�ry-TEH� KD LANE 3 LANE 3 LANE 3LE1.11. GN rvNREDWKDRDDMU W/0, 1ss- 3 O [F[%NG SHALL [ ED GARAGE — "a=°°'°°"", ~► ~ E mRCRr rvREDwTrvmnmum ENTRY 1z 12 1m DHTHaorro ry crccRourvD,EIAL BE BOLD, R :.I 3 M «a LE, �EHEs �L E CE T BOX, FIRE LANE NO STOPPING NO STOPPING BEGIN NO STOPPING END (22)i CHES IN HEIGHT" RA 26' j _ n ENTRANCE SIGN L FIRE LANE SIGN 3 FIRE LANE SIGN 4 FIRE LANE SIGN ROOF HATCH ACCESS DETAIL (FOR REFERENCE ONLY) ®�PHAll 31=1--1 j �h STAIR4 RMSD �rAc,�P »9xe-.o - nEFE2"ro _. 2 0 Eu D rnwunc 5�'fC DE TAIL PROVIDED BY THE BILCO TV I COMPANY FOR REFERENCE ONLY. \ /HIS � ANV LOCKING MECHANISMS SHALL / 2 foR P00F n4i 99 BE OX PADLOCK u ITH A KNOX BOX OR GUB :. ----------- v 11 11 11 ? 11• 1._ IY ,Ill 1_= 1_ _ 1II 11 11 1111 Fn I 11 11 111 II I L 11 11 11 FN111 It ! 1 II 1 _ 1_ r 1 11 1111 11 11 11 I„I�II 111 -1 11 _ 11 1 11 II 11 11 11 oil_ — IF ROOF LINE ABOVE 248, LEVELS ABOVE FIRE HYL EXISTING BRISTOL STREET N. RANT FIFREHDYRANTO o FIRE H` RISER CONNECTION AND PRIVATE FIRE HYDRANTSINDIC�• 7® 2 RISER CONNECTION FIRE DEPARTMENT CONNECTION FOR AUTOMATIC FIRE SPRINKLER RISER CONNECTION INDICATES PROPOSED POST —� INDICATOR CONNECTION OISOLTE THE AUTOMATIC UTOMATIC FIRE LANE SIGNS AND SIGN MOUNTING DETAILS LEVELS O DETECTOR CHECK FIRE DEPARTMENT VALVE ALV LOCATE THE DOUBLE ABOVE FIRE SPRINKLER RISER CONNECTION FROM THE BALANCE OF THE PRIVATE FIRE LINE ACUR-AND 24 IDATED MINIMUM FIRE FLOW REQUIRED (PER CFC APPENDIX B AS LOCALLY AMENDED): O O rvoscAPE DinEcnY MCgN:r soEw �oic" IN I 3,000 GPM AT 20PSI FOR3 HOURS OSSHALL -PEDE-Tl-nR-. LL.Ero,-D B VENTILATION SUPPLY BASED ON FIRE FLOW (PER CFC APPENDIX CASLOCALLY AMENDED): airvnuOTHERAREAs. 3 HYDRANTS MINIMUM ©o 400 -FEET AVERAGE FROM HYDRANT TO HYDRANT, 175 -FEET FROM DEAD END MAXIMUM`SI ROOF 225 FROM ANY POINT ON A STREET (450 -FEET FROM HYDRANT TO HYDRANT MAXIMUM RTHE ECUIRBL ERrs P WAY SHALLREPEPmE LOCAL �u lG`TI"Ns A / LINE ABOVE NOTE DATTHETNEDP e G F NA BE URIE E�SIGNS SH LLL ME TSS CEFI'= No IrvsPE�Ory DEPErvDIrvc Ory RELD corvDlAorvs. C I NOTICE 2 2 , 4 , 4 • 4 FIRE LANE SIGN MOUNTING LEGEND 1 STOPPING 5 STOPPING 5 STOPPING 5 O sN�EnTHArv�'rvLLERT"ArvrNCT"ESnDH-IGH 2 FIRE FIRE FIRE 0 L ERNGSHALLaENCHE�ry-TEH� KD LANE 3 LANE 3 LANE 3LE1.11. GN rvNREDWKDRDDMU W/0, 1ss- 3 O [F[%NG SHALL [ ED GARAGE — "a=°°'°°"", ~► ~ E mRCRr rvREDwTrvmnmum ENTRY 1z 12 1m DHTHaorro ry crccRourvD,EIAL BE BOLD, R :.I 3 M «a LE, �EHEs �L E CE T BOX, FIRE LANE NO STOPPING NO STOPPING BEGIN NO STOPPING END (22)i CHES IN HEIGHT" RA 26' j _ n ENTRANCE SIGN L FIRE LANE SIGN 3 FIRE LANE SIGN 4 FIRE LANE SIGN ROOF HATCH ACCESS DETAIL (FOR REFERENCE ONLY) ®�PHAll 31=1--1 j �h STAIR4 RMSD �rAc,�P »9xe-.o - nEFE2"ro _. 2 0 Eu D rnwunc 5�'fC DE TAIL PROVIDED BY THE BILCO TV I COMPANY FOR REFERENCE ONLY. \ /HIS � ANV LOCKING MECHANISMS SHALL / 2 foR P00F n4i 99 BE OX PADLOCK u ITH A KNOX BOX OR GUB :. ----------- v SPRUCE STREET �tI�25' ELEVATION 1 SCALE: 1" = 20' NOT TO SCALE SECT ON Mill WW 11 11 111_ 11 111 1111 11 IIT `� ! 11 111111 11-�I 11 11 i- 111 ill - ' - ' 11 I F 11 II. II. _ _ II I�-LI J 1 11 11 111 1 ELEVATION 2 SCALE: 1" = 20' WP( m 15-505 11 11 11 ? 11• 1._ IY ,Ill 1_= 1_ _ 1II 11 11 1111 Fn I 11 11 111 II 11 11 11 FN111 It ! 1 II 1 _ 1_ r 1 11 1111 11 11 11 I„I�II 111 -1 11 _ 11 1 11 II 11 11 11 oil_ — SPRUCE STREET �tI�25' ELEVATION 1 SCALE: 1" = 20' NOT TO SCALE SECT ON Mill WW 11 11 111_ 11 111 1111 11 IIT `� ! 11 111111 11-�I 11 11 i- 111 ill - ' - ' 11 I F 11 II. II. _ _ II I�-LI J 1 11 11 111 1 ELEVATION 2 SCALE: 1" = 20' WP( m 15-505 Attachment H Correspondence 15-506 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I have lived in Newport Beach for 28 years in the Santa Ana Heights neighborhood. I had heard about ti proposed development at 1300 Bristol and was curious to see the type of product built by The Picerne Group. As a result I toured The Picerne Group's One Uptown Newport apartment community on Jamboree Blvd. It far exceeded my expectations and changed my impression of what a modern apartment is. The livability and quality of the property are extraordinary. I joked with some of my neighbors that we should go live in 1300 Bristol when it is complete. In my opinion 1300 Bristol is appropriately designed for the immediate neighborhood which includes retail, restaurants, and office buildings. It will expand the customer base for local retail businesses as well as provide needed housing for the Airport Area employment base. The 73 freeway provides a nice buffer from the residential neighborhood that I live in. My understanding is the proposed development will count towards the state's requirement to create affordable and market rate housing which is a further benefit for the city. I believe the development is well thought out and represents good urban planning. Thank vou. Sincerely, 15-507 NEWMEYER OILLION 00 February 14, 2022 City of Newport Beach Planning Commission and City Council 100 Civic Center Drive Newport Beach, California 92660 Re: The Picerne Group — 1300 Bristol Street Ladies and Gentlemen: Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) Newmeyer & Dillion LLP 895 Dove Street Fifth Floor Newport Beach, CA 92660 949 8,54 7000 Michael B. McClellan Michael. McClellan@ndlf.com I am writing this letter to express our support for The Picerne Group's proposed luxury apartment community development at 1300 Bristol Street in Newport Beach. We expect this project will bring new life to the area, expand the customer base for local retail businesses, and provide needed housing for the Airport Area employment base. Newmeyer Dillion's headquarters at 895 Dove Street is within a few city blocks of the proposed development. As a law firm, we employ a variety of people who would be attracted to the walkability to our office while also enjoying the retail choices in the immediate area and access to the Newport Beach lifestyle. We have come to know The Picerne Group as a committed community member that takes a strong interest in the wellbeing of Newport Beach. We also understand that they are self-funded, which is atypical in today's development industry, and that they buy their Southern California properties to hold for the long term. We encourage you to newmeyerdillion.com 15-508 City of Newport Beach February 14, 2022 Page 2 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) approve this development, which we regard as a positive step towards creating an airport market village where people will live, work, and shop. 9999.MBM / 9698162.1 15-509 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, 15-510 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment pr^ject and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, United Studios oP SELF DEIIRA i I Jarod KulpaZA �, CHIEF INSTRUCTOR V72 ®1.9 (IRE (949)'�, INFO@KARATENEWPORTBEACH.COM 3601 JAMBOREE RD. NEWPORT BEACH, CA 92660 15-511 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, NANA SAN Japanese Restaurant 3601 Jamboree Rd. Ste, 15B Newport Beach, CA 92660 949-474-7373 15-512 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerer Phillip Talieh Master Fitter & Builder CLUB CHAMPION gutter Vit ... 1 ower score's 3601 Jamboree Rd, Suite 17 • Newport Beach, CA 92660 W:949-861-3822 • C:408-839-3130 phillip@clubchampiongolf,com 15-513 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, Home Fitness 15-514 2121'92 - City 2 City of Newport Beach Planning Commission and City Council, Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business.owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. S �2i S rldJf`J �LC6(1- k Bike House Newport Beach 1000 Bristol St N suite 26 Newport Beach, CA 92660 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, PIMA v IA NEWpaflT Quality Medical Care CA J W. That Fits Your Schedule DIANA VALENCIA 949,752.6300 Office Office Manager 949.752.6333 Fax dvalencia@newporturgentcare.com i1000 Bristol St. North, Suite I -B, Newport Beach, CA 92660 i I 15-516 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. PANDORA N a i I B a r 949.536.5540 1000 Bristol Street Newport Beach, CA 92660 Mon - Fri; 9am-7pm Saturday; 9am-6pm Sunday; 10am-5pm 15-517 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, jOHNSON FITNESS & WELLNESS Colin Walker Manager Bristol p:949-261-6363 l e: colin,walker@johnsonfit.com 1000 Bristol St. North Newport Beach, CA 92660 johnsonfitness.com 15-518 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, I D'Aa-mokil 6 Z/6 �/Z 6 Z Z_ .�A21�5 71ffA,)Vz1Z11)K4 r Robert Blackwell EMS Specialist Robert.Blackwell@nuzunafit.com Tel; 949.617.5990 www.nuzunafit.com 15-519 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, yawfAC& to Awt I MARIO LI:AMAS ;2 a"h i 949.316.4318 MARIO@MARIOSBUTCHERS H0PDELLCOM MARIOSB UTCHERSH 0PDELI. COM 15-520 Planning Commission - February 17, 2022 �® /1 4a - Additional Materials Received e2t 1300 Bristol Street (PA2021-161) Cc: City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, c 15-521 �� \ �1V—lan ng s�-Materials 17, 2022 Iteitfof�al Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, 15-522 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to th o community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. CELEBRITY C L N E r� k. F\`SIt's ready, it's right, or it's free. 3601 Jamboree Road Suite 12 Newport Beach, CA 92660 Ejanou Pham teL 949.230.4530 1 fax 949.851.5052 Proprietor mijanoufacetebritycteaners.com 15-523 Planning Commission - February 17, 2022 Item 4a - Additional Materials Received Residences at 1300 Bristol Street (PA2021-161) City of Newport Beach Planning Commission and City Council, I am writing this letter to show my support for The Picerne Group's proposed luxury apartment development at 1300 Bristol Street. This project is going to bring new life to the area and expand the customer base for local retail businesses. As a local business owner, I am excited to welcome the residents of this new apartment project and know that this project will be a benefit to the community. The Picerne Group has a proven track record of developing successful and high-quality projects and this is exactly the type of project that our neighborhood and businesses need. Sincerely, i Qe'� 3601 Jamboree Rd Suite 23, Newport Beach, CA 92660 15-524 Planning Commission - February 17, 2022 Item 4b - Additional Materials Received After Deadline Residences at 1300 Bristol Street (PA2021-161) From: CracLer, Chelsea To: Rodriguez, Clarivel Subject: FW: Proposed Apartment Building/1300 Bristol Street North Date: February 17, 2022 3:54:59 PM Clarivel, This was received for PA2021-161 CHELSEA CRAGER Community Development Department Associate Planner ccrager@newportbeachca.gov 949-644-3227 -----Original Message ----- From: Satish Lion <slion@picernegroup.com> Sent: February 17, 2022 3:47 PM To: Crager, Chelsea <ccrager@newportbeachca.gov> Cc: Ung, Rosalinh <rung@newportbeachca.gov> Subject: FW: Proposed Apartment Building/1300 Bristol Street North [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Chelsea, Please see below. Satish Lion SR. VICE PRESIDENT I ACQUISITIONS, ENTITLEMENT & DEVELOPMENT M 949.910.3428 5000 BIRCH ST #600 1 NEWPORT BEACH, CA 92660 -----Original Message ----- From: Kimberly Woloson <kimberly@wolosonco.com> Sent: Thursday, February 17, 2022 2:34 PM To: Satish Lion <slion@picernegroup.com> Cc: LAURENT VRIGNAUD <laurent@moulin.com>; Travis Woloson <travis@wolosonco.com> Subject: Proposed Apartment Building/1300 Bristol Street North Hello Satish, I'm sorry we could not get together this week to review the particulars of your project. That being said, we support the proposed apartment building and feel it would compliment the other office and retail currently located in the area. Our Center, Plaza Newport, was developed in 1979. We have a very successful group of restaurants, service and retail that would mutually benefit from the proposed project. We have discussed the project with our Tenant, Moulin, owned by Laurent Vrignaud. Laurent also owns the restaurant Boullion in the Center. Laurent Vrignaud supports the project. 15-525 Planning Commission - February 17, 2022 Item 4b - Additional Materials Received After Deadline Residences at 1300 Bristol Street (PA2021-161) We feel the synergy and proximity to our Center would be mutually beneficial. We are in support of this project. Kimberly Woloson Plaza Newport LP Plaza Newport 1000 Bristol Street North Newport Beach, Ca. 92660 Laurent Vrignaud Moulin 1000 Bristol Street North Newport Beach, Ca. 92660 15-526