15 - Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161) — Newport Beach City Council, March 22, 2022 (part 1 of 3)

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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, [email protected]
PREPARED BY: Chelsea Crager, Associate Planner, [email protected] PHONE: 949-644-3227
TITLE: Resolution Nos. 2022-16 and 2022-20: Land Use Entitlements for the Residences at 1300 Bristol Project (PA2021-161)
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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

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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

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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.
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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

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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

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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
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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.
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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
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Attachment A
Resolution No. 2022-19 to Adopt ER2022-001
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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

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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:
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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

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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

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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

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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

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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.
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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:
httpsal www.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

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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.

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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

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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.
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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).
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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.
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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

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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

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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.
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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

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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

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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

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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

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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,
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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

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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

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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.
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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.
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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.
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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.
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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
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*:/: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.
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*: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:
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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

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.
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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.
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• 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
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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)
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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

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
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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
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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.
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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.
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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
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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

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
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Figure 1
Project Location Map
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Site Plan
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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 to 0.70 to 0.80 to 0.90 to 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:
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■ 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)
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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
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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
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5 413 �� A F 0

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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

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

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

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
+0.01

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

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m
p�A
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v 2 JZ Q m &
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° 19th St W 19th St �Q
W \ � Vm E Peltason Dr~ 0
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6,oa F79,
e
P�m 6 P eater �� L
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Ra
Nfy 'yiiiRa C •
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7t
v N137 3
Z, z
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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

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

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-
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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
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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
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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
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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
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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
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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.
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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.

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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)
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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
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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)
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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
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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

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

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.

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-------------------------------------------------------------------------------- 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.

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-------------------------------------------------------------------------------- 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

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-------------------------------------------------------------------------------- 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

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-------------------------------------------------------------------------------- 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.

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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.

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-------------------------------------------------------------------------------- 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

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-------------------------------------------------------------------------------- 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

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-------------------------------------------------------------------------------- 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:

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:

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:

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:

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:

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:

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:

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:

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:

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:

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:

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:

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-------------------------------------------------------------------------------- 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:

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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:

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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:

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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:

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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:

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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:

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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:

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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:

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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:

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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:

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-------------------------------------------------------------------------------- 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.

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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:

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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:

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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:

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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:

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.

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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:

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:

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:

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.

Newport Beach City CouncilMarch 22, 2022

Newport Beach City Council
March 22, 2022